WO2003066982A1 - Building structure - Google Patents
Building structure Download PDFInfo
- Publication number
- WO2003066982A1 WO2003066982A1 PCT/JP2003/001203 JP0301203W WO03066982A1 WO 2003066982 A1 WO2003066982 A1 WO 2003066982A1 JP 0301203 W JP0301203 W JP 0301203W WO 03066982 A1 WO03066982 A1 WO 03066982A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- building
- bent
- frame
- building structure
- horizontal frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/08—Load-carrying floor structures formed substantially of prefabricated units assembled of block-shaped elements, e.g. hollow stones
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/102—Shell structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/105—Grid-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/14—Gymnasiums; Other sporting buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/6162—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by an additional locking key
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3288—Panel frame details, e.g. flanges of steel sheet panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3294—Arched structures; Vaulted structures; Folded structures with a faceted surface
Definitions
- the present invention enables roofs, ceilings, floors, walls, and the like to be formed in a large size with earthquake resistance and vibration absorption properties, and is suitably adopted as a large space building such as a gymnasium, a school building, and an exhibition hall. Building structure. Background art
- the surface structure itself, or a frame structure such as a beam or a small beam that supports the surface structure itself is formed using a strong steel material, and is configured as a rigid structure having increased bending rigidity. I have.
- the present invention has been devised in view of the above problems, and a first invention of the present application is to form a large surface structure suitable for a roof, a ceiling, and a floor while suppressing weight increase.
- a first invention of the present application is to form a large surface structure suitable for a roof, a ceiling, and a floor while suppressing weight increase.
- a surface structure suitable as an outer wall can be formed in a large size while suppressing an increase in weight, and an elastic function can be imparted to the surface structure.
- An object of the present invention is to provide a building structure capable of absorbing an excessive load by its elastic deformation and improving seismic resistance and vibration absorption.
- a building structure according to the first aspect of the present invention comprises: a horizontal frame portion; A connecting part including a multi-plane connecting part in which at least the vertical frame part is faced and joined on three or more surfaces, and is joined to a bent building member having a series of vertical frame parts bent at right angles.
- the vertical frame portion is sequentially coupled to provide an architectural frame having a planar base portion in which the horizontal frame portions are connected and the coupling portion protrudes.
- the building structure of the second invention has a series of a horizontal frame portion and a vertical frame portion connected to an end of the horizontal frame portion through an arc portion and bent with the horizontal frame portion.
- the frame members are connected successively by using two-sided joints that join the bent architectural members with the frame portions facing each other back to back, so that the frame portions are connected and the joint portions are joined together. It is characterized by comprising a building frame having a planar base that does not protrude.
- FIG. 1 is a perspective view conceptually showing an embodiment of the building structure of the first invention
- FIG. 2 is a partial perspective view illustrating a case where a building frame is adopted as a floor
- FIGS. 4 (A) to 4 (C) are horizontal cross-sectional views illustrating the joining portions of the vertical frame portions joined by using livestock materials.
- FIGS. 5 (A) and 5 (B) are a side view and a horizontal cross-sectional view, respectively, showing an example of a connection portion of a vertical frame portion which is connected with no feed material.
- FIGS. 6 (A) and 6 (B) are side views showing another embodiment of a bent building member and a building frame using the same.
- FIGS. 7 (A) to 7 (D) are diagrams illustrating the definition of “substantially right angle”.
- FIG. 8 is a partial perspective view illustrating a case where a building frame is used for a roof
- FIG. 9 is a side view thereof,
- FIG. 10 is a side view showing another embodiment of the building frame used for the roof
- FIG. 11 is a perspective view showing still another embodiment of the building frame used for the roof
- 12 is a perspective view conceptually showing one embodiment of the building structure of the second invention
- FIG. 13 is a front view illustrating a case where a building frame is used for an outer wall portion
- FIG. 15 (c) are perspective views illustrating an example of a bent building member
- FIGS. 15 (a) to (g) are perspective views illustrating another example of a bent building member
- FIG. FIG. 17 is a perspective view illustrating a state in which bent building members are connected by dovetail joints
- FIG. 18 (a) is a cross-sectional view illustrating a state before insertion of a driving tool in a dovetail joint
- FIG. 18 (b) is a cross-sectional view illustrating a state after insertion
- FIG. 19 is a perspective view illustrating another driving tool.
- FIG. 20 is a cross-sectional view illustrating still another driving tool
- FIG. 21 is a cross-sectional view illustrating a fixing device
- Fig. 22 (a) is a plan view showing another example of a building frame, (b) is a plan view showing still another building frame,
- FIG. 23 is a front view of FIG. 22 (a) and FIG. 22 (b).
- FIG. 24 is a perspective view conceptually showing a building structure composed of the building frames of FIGS. 22 (a) and 22 (b).
- FIG. 25 is a side view illustrating a building frame that is gradually inclined upward
- FIG. 26 is a side view illustrating another building frame that is gradually tilted upward
- FIG. 27 is a diagram.
- FIG. 28 is a plan view of a ring-shaped body showing a part of the building frame of FIG. 28 in an unfolded state.
- FIG. 28 is a diagram showing another example of the building frame.
- 29 to 31 are diagrams showing still another example of the building frame.
- FIGS. 1 to 11 relate to the first invention of the present application, and FIG. 1 shows that the building structure 1A of the first invention is a large space building. ⁇
- FIG. 2 is a perspective view conceptually illustrating a case where the gymnasium is formed as a physical object
- FIG. 2 is a perspective view showing a floor portion of a second floor portion of the building structure 1 ⁇
- FIG. 8 is a perspective view showing a roof portion.
- FIGS. 12 to 31 are diagrams illustrating a building structure according to the second invention of the present application.
- FIGS. 12 and 13 are a diagram illustrating the outer wall portion and a front view.
- a building structure 1A of the first invention is, in this example, a two-story gymnasium having an arched roof portion 7, and a surface formed by sequentially connecting bent building members 2. It comprises upper and lower building frames 4 U, 4 L having a base 3 in the form of a bar.
- a first surface structure S1 which is a floor portion 6 of the second floor, is formed by using the lower building frame 4L, and a roof portion is formed by using the upper building frame 4U. 7, the second planar structure S2 is formed.
- the floor 6 is supported by a frame (not shown) including, for example, a pillar standing upright along the outer wall W and a horizontal beam connecting the pillars.
- a floor material 9A (shown in FIGS. 2 and 3) is attached to the lower building frame 4L via a floor base plate 8A.
- the lower building frame 4L is, in this example, a base 3 made of a bent building member 2 and fixed to the upper surface of the base 3 to secure the base 3. It is formed from a holding frame material 10 for shaping.
- the bent architectural member 2 is connected to a horizontal frame 11 and an end of the horizontal frame 11 via an arc 12 and A series of vertical frame portions 13 that are bent at substantially right angles to the horizontal frame portion 11 are provided.
- the vertical frame portion 13 is provided at both ends of the horizontal frame portion 11 to form a substantially U-shape.
- the bent architectural member 2 is made of a flat-plate-like wooden material having a rectangular cross section, and its wide side faces inward and outward in the radial direction of the bending, and the wood fibers are curved in the length direction.
- the arc portion 12 is formed by bending as described above.
- the wood material besides solid wood as in this example, glued wood, laminated wood and the like can be suitably used, but other materials such as synthetic resin materials and metal materials can be used as required. . foil
- the “substantially right-angled shape” means that when the vertical frame portions 13 are connected to each other back to back as shown in FIGS. 7 (A) to 7 (D), Mean that the vertical frame portion 13 is orthogonal to the horizontal frame portion connection line L formed by connecting the series.
- the horizontal frame connecting line L is a straight line (Fig. 7 (A)), an arc-shaped curve (Fig. 7 (B)), or a zigzag line such as a wavy shape (Fig. 7 (C), (D)).
- a zigzag line it is orthogonal to the center N of the zigzag.
- the horizontal frame portion 11 is preferably formed in a straight line as in this example. It can also be formed in an arc shape with a large radius of curvature R as shown in FIG.
- the “arc shape having a large radius of curvature R” means an arc having a radius of curvature R of 2.5 times or more the radius of curvature r of the arc portion 12.
- the base 3 is formed in a planar shape by connecting such bent architectural members 2 to each other. That is, the base portion 3 is formed by using the connecting portion P including the multi-plane connecting portion P 1 in which at least the vertical frame portions 13 face and join on three or more surfaces. Are sequentially combined. As a result, in the base 3, the horizontal frame portions 11 are connected to each other, and the coupling portions P project downward.
- the multi-plane connecting portion P 1 is formed by connecting a vertical frame portion 13 with four sides facing each other to form a cross which constitutes a main portion of the base portion 3.
- the T-shaped three-sided connecting part P1 that forms the side edge of the base 3 by joining the three sides facing each other as shown in Fig. 4 (B).
- the corner portion of the base portion 3 is formed by joining the vertical frame portions 13 facing each other on two surfaces. It may include an L-shaped two-sided connecting portion P2.
- a living material 15 is interposed between a plurality of vertical frame portions 13 facing each other, thereby stabilizing the space between the vertical frame portions 13. And are firmly joined.
- the vertical frame portions 13 may be directly joined without intervening the livestock material 15. This connection means b
- a fastening bracket 16 such as a port nut
- various dovetail joints for fitting a dove tenon with a dovetail groove are used. Etc. can be appropriately adopted.
- the bent architectural member 2 can exhibit an excellent elasticity function by the arc portion 12, and as shown in FIG. 3, absorbs an external force F (load, vibration, etc.) that acts on the bent architectural member 2.
- the direction can be changed, and it can be successively transmitted to adjacent bent architectural members 2 and dispersed. Therefore, in the base 3 formed by the bent building member 2, when a destructive movement (for example, vibration) is locally generated, the movement is caused by the bent building member connected at the joint P. As a result, they are dispersed in four directions while being attenuated sequentially by the elastic function (2).
- all the bent architectural members 2 simultaneously exert the elastic function, and the resistance is attenuated individually by the resistance.
- the base 3 constituting the floor 6 also constitutes the ceiling of the first floor.
- the base portion 3 can finish the ceiling portion in a ceiling-like pattern, which also helps to improve the appearance.
- the holding frame member 10 for holding the base portion 3 is a base frame formed by bending the bar member 10A and joining it in a lattice shape along the building member 2, and By fixing the horizontal frame portion 11 on the surface (in this example, the upper surface) on the side opposite to the joint portion P, the base portion 3 is maintained.
- the floor base plate 8A and the floor material 9A are sequentially provided on the holding frame material 10; however, the base 3 and the underfloor base plate 8 are not inserted through the holding frame material 10. A can be fixed directly.
- FIG. 6 (A) and 6 (B) show another embodiment of the bent building member 2.
- the bent architectural member 2 is formed in a ring shape in which the upper and lower horizontal frame portions 11 U and 11 L are connected to each other by a vertical frame portion 13 through an arc portion 12 between both ends.
- the vertical frames 13 are connected sequentially through the housing material 15, and in FIG. 6 (B), the vertical frames 13 are directly connected. This is exemplified.
- the roof 7 will be described. As shown in Figs. 8 and 9, the roof 7 is provided with a roofing material 9B via a roof base plate 8B on the upper surface of the upper building frame 4U supported by the frame structure. It is formed by being attached. Further, the upper building frame 4U has a base 3 held by the holding frame member 10, like the above-described building frame 4L.
- the base 3 of the upper building frame 4U includes a building A in order to form the arched roof portion 7.
- the first bent building member 2A with the horizontal frame 11 straight as in Fig. 3 is used as in Fig. 3 and at right angles to the building A
- a second bent architectural member 2B in which the horizontal frame portion 11 is curved in an arc along the arched curve of the roof portion 7 is provided. Used.
- the first bent building member 2A as shown in FIG.
- the horizontal frame is connected so that the center N of the zigzag at the horizontal frame connecting line L becomes a straight line.
- a structure in which the part 11 is curved may be employed.
- the second bent architectural member 2B as shown in Fig. 7- (D), the zigzag center N of the horizontal frame connecting line L should be an arc along the arched curve of the roof 7.
- a structure in which the horizontal frame portion 11 is curved may be adopted.
- the first and second bent building members 2A and 2B are vertically connected to each other by using the connecting portion P, thereby forming the arch-shaped base portion 3.
- the roof 7 can be formed in a horizontal plane or an inclined plane. It is possible to construct various roofs such as a ridge roof.
- the second bent architectural member 2B is formed in a ring shape.
- the roof 7 can be formed in a circular dome shape, for example, as shown in FIG.
- the building structure 1 B of the second invention is a rectangular building whose four surfaces are surrounded by a wall portion 20 for forming an outer wall, and a surface forming the wall portion 20.
- the four surface structural members SW are connected to the bent building members 22A and 22B (when collectively referred to as bent building members 2A and 2B). 2) are formed by using a building frame 26 W on the planar side joined to each other.
- the building frame 26 W on this side is supported by a frame including, for example, a column 40 erecting along the outer wall and a horizontal beam 39 connecting the columns 40.
- a frame including, for example, a column 40 erecting along the outer wall and a horizontal beam 39 connecting the columns 40.
- An external wall material (not shown) or the like is attached to the building frame 26 W on the side via a base plate or directly, so that the surface structure SW (wall body portion 20) is formed. It is formed.
- the bent building members 22A and 22B have a straight horizontal frame 31a and a horizontal frame 31a.
- the end of 31a is connected to the end of 3a via an arc portion 32 having a relatively large radius r, and is provided with a series of the horizontal frame portion 31a and the bent vertical linear frame portion 31b.
- the horizontal and vertical frame portions 31a and 31b bend at right angles to each other, that is, the arc portion 32 has a central angle ⁇ of 90 °-1 da 4 an arc, moreover arc songs: with respect to the center line C passing through the center, the outward surface 3 1 S is exemplified a case that forms a parallel.
- the bent building member 22A has the same leg shape as the frame portions 31a and 31b are relatively short and the same size, and the bent building member 22B is One frame 31b has an L-shape that is longer than the other frame 31a.
- bent building member 22 is formed by folding a flat-plate-like wooden material having a rectangular cross section in the same manner as the bent building member 2 used in the first invention so that the wood fibers are curved in the length direction. It is formed by bending.
- a ring-shaped body 25 (shown in FIG. 13) is formed using such a bent architectural member 22, and an outward facing surface 31 S of the ring-shaped body 25 is formed as follows. Height Q
- the building frame 26W on the side having the planar base 27 to which the frame 31 is continuous is formed.
- the connecting portion P which is the two-side connecting portion P2 where the joining surfaces S and S are joined, is aligned without protruding in the same plane as the base portion 27, unlike the first invention.
- the L-shaped bent building member 22 B is arranged at diagonal corners cl and c 3, and In the diagonal corners c2 and c4 of this, equiangular bent building members 22A are arranged.
- a rectangular ring-shaped body 25A1 whose four sides are surrounded by vertical and horizontal ring pieces having seams a1, a2, a3, and a4 is formed.
- the ring-shaped body 25 A 1 is composed of an upper beam 39, a left column 40, a right ring 25 A 2, and a lower ring 25 B By combining with 1, a strong rectangular ring-shaped body 25 A 1 is formed. In some cases, members such as pillars and beams are not used, and only the surrounding ring-shaped body 25 such as the ring-shaped body 25 B 2 adjacent to the lower ring-shaped body 25 B 1 is used. May be combined with
- the seam a4 of the body 25A1 is displaced vertically, such as by positioning the seam a2 of the other ring-shaped body 25A2.
- the seam a3 and the seam a1 are displaced from each other on the horizontal ring pieces facing the upper and lower ring-shaped members 2 5 7 2 5-. This prevents the seams a, a from breaking due to overlapping or from decreasing in strength due to approaching seams.
- the seams a and a are preferably separated from each other by about 1 Z 5 to 12 of the length of the vertical and horizontal ring pieces.
- each ring piece of each ring-shaped body 25 is joined to an adjacent member (including a ring piece, a beam member 39, and a column 40) to form a building frame 26W on the side. for, In this example, as shown in FIGS. 16 to 18, dovetail connection is adopted.
- a surface portion in contact with the adjacent member is defined as a mating surface S.
- the dovetail grooves 42 extending in the longitudinal direction are formed facing each other on both mating surfaces S which are in contact with each other (note that the dovetail grooves 42 are omitted in FIGS. 14 and 15).
- the dovetail groove 42 has a widened portion 41 (shown in FIG. 18) in which the groove width increases toward the groove bottom.
- an ant tenon 44 smaller than the minimum width of the dovetail groove 42 and divided in the width direction is inserted.
- the dovetail tenon 44 has a thickness that straddles the facing mating surfaces S, S (preferably in contact with the bottom of each groove), and has a cross-sectional shape of a dovetail that matches the widened portion 41. Butterfly shape provided on both sides.
- this dovetail tenon 44 After inserting this dovetail tenon 44 into at least one dovetail groove 42 of the bent building member 22 and mating the other bent building member 22, as shown in FIG. Divide the ant tenon material 4 4 using the driving tool 4 5 inserted from the mating plane and expand it to the width method.
- the dovetail-shaped portion is closely fitted to the widened portion 41, and the two are joined.
- the dovetail groove 42 can be easily formed using a so-called dovetail milling machine.
- such a dovetail joint is, as illustrated in FIG. 16, a region y 1 from the top to the upper seam a 4 and a region y 2 from the seam a 4 to the lower seam a 2. , And an area y-3 below the seam a2.
- the lengths of the dovetail groove 42 and the dovetail tenon 44 the same, it is possible to prevent the relative positional displacement of the bent architectural members 22A and 22B in the axial direction, while using the joint a. Can be firmly bonded without breaking.
- the two bent construction members 22 can be easily connected without relatively moving the members in the axial direction, or without inserting the dovetail 24 in the axial direction.
- the building frame 26 W on the side where a plurality of ring-shaped bodies 25 are formed in parallel between the pillars 40 and the like is used as the pillar body 40.
- a building structure 1 B having a rectangular outer wall is formed as shown in FIG.
- the roof part according to the first invention or the roof part having a conventional structure can be provided on the beam member 39 further above.
- such a dovetail connection is not limited to the connection between bent building members or between this bent building member and straight building members such as columns and beams. It can be suitably used for connecting between mating surfaces of various building members.
- a flat-plate-shaped one extending in a tenon direction (shown in FIG. 19) can also be used.
- a screw-shaped one with a mortise pin 46b at the head 46a of the outer peripheral screw can also be used. 4 4 can be disassembled by widening and screwing back.
- various connecting means using porting nuts, screws, nails, and other fixing tools 48, adhesives, etc. are used together with the dovetail joint or instead of the dovetail joint. Can be adopted. In the region y2 (shown in FIG. 16), it is preferable to use these fasteners 48 to reliably prevent longitudinal displacement.
- arc-shaped portions 32 and 32 are provided on both sides of a linear vertical frame 31b.
- U-shaped bent architectural member 22C provided with straight short-sided horizontal frame portions 31a and 31a can be used, and by combining two of them, the rectangular shape can be obtained.
- a ring-shaped body 2-5 can be formed.
- FIGS. 22 to 24 show another embodiment of the side frame 26 W (wall portion 20).
- FIGS. 22 (a) and 23 show that the rectangular ring-shaped body 25 is connected to the architectural frame 26 on the arc-shaped side as shown in FIG. 22 (a). W is formed, and the building frame 26 W is connected to form a building structure 1Ba having a circular cage-shaped outer wall as shown in FIG. Also, by partially using it, the corner of the rectangular parallelepiped building structure 1B shown in FIG. 12 can be formed in an arc shape.
- a ring-shaped body 25 is formed by using a bent building member 22D in which only the frame portions 31a located on the upper side and the lower side are curved in an arc shape with a radius R.
- FIG. 22 (b) exemplifies a building frame 26W which is bent in a polygonal shape along an arc surface.
- this building frame 26W is configured such that only the horizontal frame portion 31a located on the upper side and the lower side is moved with respect to the vertical vertical frame portion 31b. It can be formed by using a bent architectural member 22E twisted at an angular rate in a horizontal plane.
- the bent building member 22A, 22B or 22C is used, and the interposed member 47 having a tapered slope as shown in FIG.
- the intervening member 47 can be a short dimension provided only at the connection site.
- FIG. 25 illustrates an embodiment in which the building frame 26W gradually tilts inward or outward upward.
- the outward facing surface 31S is positioned at the bending center of the arc portion 32.
- a bent building member 22G inclined at an angle ⁇ to the passing center line C is used.
- the intervening member 47 is placed between the horizontal frame portions 31 a. By intervening, it is possible to form a cam-shaped architectural structure or an arch-shaped roof portion 7 in which the construction frame 26 W is inclined inward upward. -.
- Fig. 27 shows a part of the construction frame 26W, which is a regular 12-hedron building structure shown in Fig. 28, developed on a plane.
- the arc portion 25 is omitted.
- long and short frames 31a and 3lb are provided via an arc 32 having a sandwiching angle 0 of 108 °. a, a 3 lb outward facing surface 31S, a pyramidal outer surface bent architectural member 2 inclined at an angle iS with respect to a center line C passing through the bending center of the arc portion 32 Use 2H.
- these are combined to form a regular pentagonal ring-shaped body 25 as shown in FIG. 27, and the ring-shaped bodies 25 are connected to each other.
- a building structure 1 B consisting of a regular 12 dihedral building frame 26 W with an outer wall and a roof ⁇
- a bent architectural member having a trapezoidal cross section in which one wide surface is a slope in the cross section By using 22 I, a ring-shaped body 25 having all the outward faces 31 S inclined with respect to the center line C can be formed.
- a building structure 1 Bc to 1 Be composed of a building frame 26 W of various three-dimensional shapes such as a spherical shell such as a circle, an ellipse, or a fan.
- each face is divided into a plurality of faces, and the faces are formed by a ring-shaped body such as a triangular shape or a rectangular shape using a bent architectural member 22. You can also.
- each surface is formed by the architectural frame body 26W formed by joining the ring-shaped bodies that are the divided surface portions.
- the building structure of the present invention is not limited to a large space building, and may be formed as an ordinary house or the like.
- the present invention can be implemented in various modes.
- a surface structure such as a roof, a ceiling, a floor, and a wall can be formed in a large size while suppressing an increase in weight.
- the surface structure can disperse and reduce the stress by its elastic function. Even when the surface structure is large and its support span is long, the surface structure can be out-of-plane direction or plane. Deformation and impact due to inward load can be kept low, breakage and damage can be prevented, and durable strength can be increased.
- the architectural frame when the architectural frame is exposed as a ceiling, etc., it is possible to obtain a beautiful geometric shape and a ceiling-like pattern, and when the architectural frame is used as an outer wall, a building structure is obtained. It can greatly contribute to the improvement of appearance performance, for example, it can be formed in a free three-dimensional shape. ⁇
- a surface structure suitable for a roof, a ceiling, a floor, a wall, or the like can be formed in a large size while suppressing an increase in weight, and the surface structure has elasticity. Excessive load, such as adding functions, can be absorbed by its elastic deformation, and the seismic resistance and absorption of building structures can be improved.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
技術分野 Technical field
本発明は、 例えば屋根、 天井、 床、 壁等を耐震性、 吸震性を有して大型に形成 することができ、 体育館、 学校の校舎、 展示場などの大空間建築物として好適に 採用しうる建築構造物に関する。 背景技術 INDUSTRIAL APPLICABILITY The present invention enables roofs, ceilings, floors, walls, and the like to be formed in a large size with earthquake resistance and vibration absorption properties, and is suitably adopted as a large space building such as a gymnasium, a school building, and an exhibition hall. Building structure. Background art
例えば、 体育館、 学校の校舎、 展示場等の大空間建築物では、 内部空間を大き く確保するために、 屋根、 天井、 床、 壁等の面構造体を大型に形成するとともに、 この面構造体を、 建築物の周囲に集約させた柱等によって支持することが必要と なる。 そのため従来にあっては、 前記面構造体自体、 或いはこれを支持する梁、 小梁などの架構体を強固な鋼材を用いて形成し、 その曲げ剛性を高めた剛構造と して構成している。 For example, in large-scale buildings such as gymnasiums, school buildings, and exhibition halls, large surface structures such as roofs, ceilings, floors, and walls are formed to secure a large internal space. It is necessary to support the body with pillars or the like concentrated around the building. Therefore, conventionally, the surface structure itself, or a frame structure such as a beam or a small beam that supports the surface structure itself is formed using a strong steel material, and is configured as a rigid structure having increased bending rigidity. I have.
しかしながら、 前記剛構造は、 加重吸収性に劣るため、 過度の負荷が作用した とき変形し易くかつ不用意な破損を受ける可能性があり、 また剛構造とすること により重量増加を招き、 柱等への負担を一層大きなものとしている。 発明の開示 However, since the rigid structure is inferior in load absorption, it is likely to be deformed when subjected to an excessive load and may be inadvertently damaged. The burden on the public. Disclosure of the invention
本発明は、 以上のような問題点に鑑み案出なされたもので、 本願の第 1の発明 は、 屋根、 天井、 床として好適な面構造体を、 重量増加を低く抑えながら大型に 形成することができ、 しかもこの面構造体に、 弾性的機能を付与しうるなど、 過 度の荷重をその弾性変形によって吸収させることが可能となり、 耐震性、 吸震性 を向上させうる建築構造物を提供することを目的としている。 The present invention has been devised in view of the above problems, and a first invention of the present application is to form a large surface structure suitable for a roof, a ceiling, and a floor while suppressing weight increase. To provide an architectural structure that can improve seismic resistance and absorbency, because it can absorb excessive loads by elastic deformation, such as providing elastic functions to this surface structure. It is intended to be.
又第 2の発明は、 外壁として好適な面構造体を、 重量増加を低く抑えながら大 型に形成することができ、 しかもこの面構造体に、弾性的機能を付与しうるなど、 0 In the second invention, a surface structure suitable as an outer wall can be formed in a large size while suppressing an increase in weight, and an elastic function can be imparted to the surface structure. 0
過度の荷重をその弾性変形によって吸収させることが可能となり、 耐震性、 吸震 性を向上させうる建築構造物を提供することを目的としている。 そして前記目的を達成するために、 第 1の発明の建築構造体は、 横の枠部と、 この横の枠部の端部に円弧部を介して連なりかつ前記横の枠部に対して略直角状 に折れ曲がる縦の枠部とを一連に有する折曲り建築用部材を、 少なくとも該縦の 枠部が 3面以上の複数面で向き合わせて接合する複数面連結部を含む結合部を用 いて前記縦の枠部を順次結合することにより、 前記横の枠部が連なりかつ前記結 合部が突出する面状の基部を有する建築用枠体を具えたことを特徴としている。 又第 2の発明の建築構造体は、 横の枠部と、 この横の枠部の端部に円弧部を介 して連なりかつ前記横の枠部と折れ曲がる縦の枠部とを一連に有する折曲り建築 用部材を、 前記枠部が 2面で背中合わせに向き合わせて接合する 2面連結の結合 部を用いて前記枠部を順次結合することにより、 前記枠部が連なりかつ前記結合 部が突出しない面状の基部を有する建築用枠体を具えたことを特徴としている。 図面の簡単な説明 An object of the present invention is to provide a building structure capable of absorbing an excessive load by its elastic deformation and improving seismic resistance and vibration absorption. In order to achieve the above object, a building structure according to the first aspect of the present invention comprises: a horizontal frame portion; A connecting part including a multi-plane connecting part in which at least the vertical frame part is faced and joined on three or more surfaces, and is joined to a bent building member having a series of vertical frame parts bent at right angles. The vertical frame portion is sequentially coupled to provide an architectural frame having a planar base portion in which the horizontal frame portions are connected and the coupling portion protrudes. Further, the building structure of the second invention has a series of a horizontal frame portion and a vertical frame portion connected to an end of the horizontal frame portion through an arc portion and bent with the horizontal frame portion. The frame members are connected successively by using two-sided joints that join the bent architectural members with the frame portions facing each other back to back, so that the frame portions are connected and the joint portions are joined together. It is characterized by comprising a building frame having a planar base that does not protrude. BRIEF DESCRIPTION OF THE FIGURES
図 1は、 第 1の発明の建築構造物の一実施の形態を概念的に示す斜視図、 図 2は、 建築用枠体が床部に採用された場合を例示する部分斜視図、 図 3は、 その側面図、 FIG. 1 is a perspective view conceptually showing an embodiment of the building structure of the first invention, FIG. 2 is a partial perspective view illustrating a case where a building frame is adopted as a floor, FIG. Is its side view,
図 4 (A) 〜図 4 (C ) は、 飼物材を用いて結合される縦の枠部の結合部を例 示する水平方向の横断面図、 FIGS. 4 (A) to 4 (C) are horizontal cross-sectional views illustrating the joining portions of the vertical frame portions joined by using livestock materials.
図 5 (A)、 図 5 (B) は、 飼物材なして結合される縦の枠部の結合部を例示す る側面図、 および水平方向の横断面図、 FIGS. 5 (A) and 5 (B) are a side view and a horizontal cross-sectional view, respectively, showing an example of a connection portion of a vertical frame portion which is connected with no feed material.
図 6 (A)、 図 6 ( B ) は、 折曲り建築用部材の他の実施例、 およびそれを用い た建築用枠体を示す側面図、 FIGS. 6 (A) and 6 (B) are side views showing another embodiment of a bent building member and a building frame using the same.
図 7 (A) 〜図 7 (D) は、 「略直角状」 の定義を説明する線図、 FIGS. 7 (A) to 7 (D) are diagrams illustrating the definition of “substantially right angle”,
図 8は、 建築用枠体が屋根部に採用された場合を例示する部分斜視図、 図 9は、 その側面図、 „ FIG. 8 is a partial perspective view illustrating a case where a building frame is used for a roof, FIG. 9 is a side view thereof, „
図 10は、 屋根部に採用された建築用枠体の他の実施例を示す側面図、 図 11は、 屋根部に採用された建築用枠体のさらに他の実施例を示す斜視図、 図 12は、 第 2の発明の建築構造物の一実施の形態を概念的に示す斜視図、 図 13は、 建築用枠体が外壁部に採用された場合を例示する正面図、 図 14 (a) 〜14 (c) は、 折曲り建築用部材の一例を例示する斜視図、 図 15 (a) 〜 (g) は、 折曲り建築用部材の他の例を例示する斜視図、 図 16は、 折曲り建築部材を蟻継ぎ結合した状態を例示する斜視図、 図 17は、 その分解斜視図、 FIG. 10 is a side view showing another embodiment of the building frame used for the roof, FIG. 11 is a perspective view showing still another embodiment of the building frame used for the roof, 12 is a perspective view conceptually showing one embodiment of the building structure of the second invention, FIG. 13 is a front view illustrating a case where a building frame is used for an outer wall portion, and FIG. ) To 14 (c) are perspective views illustrating an example of a bent building member, FIGS. 15 (a) to (g) are perspective views illustrating another example of a bent building member, and FIG. FIG. 17 is a perspective view illustrating a state in which bent building members are connected by dovetail joints, FIG.
図 18 (a) は、 蟻継ぎ結合における打込み具の挿入前の状態を例示する断面 図、 FIG. 18 (a) is a cross-sectional view illustrating a state before insertion of a driving tool in a dovetail joint,
図 18 (b) は、 挿入後の状態を例示する断面図、 FIG. 18 (b) is a cross-sectional view illustrating a state after insertion,
図 19は、 他の打込み具を例示する斜視図、 FIG. 19 is a perspective view illustrating another driving tool.
図 20は、 さらに他の打込み具を例示する断面図、 FIG. 20 is a cross-sectional view illustrating still another driving tool,
図 21は、 固着具を例示する断面図、 FIG. 21 is a cross-sectional view illustrating a fixing device,
図 22 (a) は、 建築用枠体の他の例を示す平面図、 (b) はさらに他の建築用 枠体を例示する平面図、 Fig. 22 (a) is a plan view showing another example of a building frame, (b) is a plan view showing still another building frame,
図 23は、 図 22 (a) 及び図 22 (b) の正面図である。 FIG. 23 is a front view of FIG. 22 (a) and FIG. 22 (b).
図 24は、 図 22 (a) 及び図 22 (b) の建築用枠体により構成される建築 構造物を概念的に示す斜視図、 FIG. 24 is a perspective view conceptually showing a building structure composed of the building frames of FIGS. 22 (a) and 22 (b).
図 25は、 上に向かい徐々に傾斜する建築用枠体を例示する側面図、 ' 図 26は、 上に向かい徐々に傾斜する他の建築用枠体を例示する側面図、 図 27は、 図 28の建築用枠体の一部を展開して示すリング状体の平面図 図 28は、 建築用枠体の他の例を示す線図、 FIG. 25 is a side view illustrating a building frame that is gradually inclined upward, FIG. 26 is a side view illustrating another building frame that is gradually tilted upward, and FIG. 27 is a diagram. FIG. 28 is a plan view of a ring-shaped body showing a part of the building frame of FIG. 28 in an unfolded state. FIG. 28 is a diagram showing another example of the building frame.
図 29〜図 31は、 建築用枠体のさらに他の例を示す線図である。 発明を実施するための最良の形態 29 to 31 are diagrams showing still another example of the building frame. BEST MODE FOR CARRYING OUT THE INVENTION
以下、本発明の実施の一形態を、 図示例とともに説明する。 なお図 1〜11は、 本願の第 1の発明に係わり、 図 1は第 1の発明の建築構造物 1 Aが、 大空間建築 λ Hereinafter, an embodiment of the present invention will be described with reference to the illustrated examples. FIGS. 1 to 11 relate to the first invention of the present application, and FIG. 1 shows that the building structure 1A of the first invention is a large space building. λ
4 Four
物である体育館として形成される場合を概念的に例示する斜視図、 図 2は前記建 築構造物 1 Αの二階部分の床部を示す斜視図、図 8は屋根部を示す斜視図である。 又図 1 2〜3 1は、本願の第 2の発明に係わる建築構造物を説明する図面である。 図 1 2、 1 3その外壁部を説明する線図、 及び正面図である。 FIG. 2 is a perspective view conceptually illustrating a case where the gymnasium is formed as a physical object, FIG. 2 is a perspective view showing a floor portion of a second floor portion of the building structure 1 、, and FIG. 8 is a perspective view showing a roof portion. . FIGS. 12 to 31 are diagrams illustrating a building structure according to the second invention of the present application. FIGS. 12 and 13 are a diagram illustrating the outer wall portion and a front view.
図 1において、 第 1の発明の建築構造物 1 Aは、 本例では、 アーチ状の屋根部 7を有する 2階建ての体育館であって、 折曲り建築用部材 2を順次結合してなる 面状の基部 3を有する上下の建築用枠体 4 U、 4 Lを具える。 In FIG. 1, a building structure 1A of the first invention is, in this example, a two-story gymnasium having an arched roof portion 7, and a surface formed by sequentially connecting bent building members 2. It comprises upper and lower building frames 4 U, 4 L having a base 3 in the form of a bar.
そして前記下の建築用枠体 4 Lを用いて、 二階部分の床部 6である第 1の面構 造体 S 1を形成し、 かつ前記上の建築用枠体 4 Uを用いて屋根部 7である第 2の 面構造体 S 2を形成している。 Then, a first surface structure S1, which is a floor portion 6 of the second floor, is formed by using the lower building frame 4L, and a roof portion is formed by using the upper building frame 4U. 7, the second planar structure S2 is formed.
前記床部 6は、 例えば外壁 Wに沿って立設する柱体、 および該柱体の間を連結 する水平な梁材とを含む架構体 (図示しない) によって支持される前記下の建築 用枠体 4 Lを具え、 この下の建築用枠体 4 L上には、 床下地板 8 Aを介して床材 9 A (図 2、 3に示す) が添設される。 The floor 6 is supported by a frame (not shown) including, for example, a pillar standing upright along the outer wall W and a horizontal beam connecting the pillars. A floor material 9A (shown in FIGS. 2 and 3) is attached to the lower building frame 4L via a floor base plate 8A.
又前記下の建築用枠体 4 Lは、 図 2、 3に示すように、 本例では、 折曲り建築 用部材 2からなる基部 3と、 この基部 3の上面に固定され該基部 3を保形する保 形用の保持枠材 1 0とから形成される。 Further, as shown in FIGS. 2 and 3, the lower building frame 4L is, in this example, a base 3 made of a bent building member 2 and fixed to the upper surface of the base 3 to secure the base 3. It is formed from a holding frame material 10 for shaping.
ここで、 前記折曲り建築用部材 2は、 図 3に拡大して示す如く、 横の枠部 1 1 と、 この横の枠部 1 1の端部に円弧部 1 2を介して連なりかつ前記横の枠部 1 1 に対して略直角状に折れ曲がる縦の枠部 1 3とを一連に具える。 本例では、 前記 横の枠部 1 1の両端に、 縦の枠部 1 3を設けた略コ字状をなす場合を例示してい る。 Here, as shown in FIG. 3 in an enlarged manner, the bent architectural member 2 is connected to a horizontal frame 11 and an end of the horizontal frame 11 via an arc 12 and A series of vertical frame portions 13 that are bent at substantially right angles to the horizontal frame portion 11 are provided. In the present example, a case is shown in which the vertical frame portion 13 is provided at both ends of the horizontal frame portion 11 to form a substantially U-shape.
この折曲り建築用部材 2は、本例では、断面矩形な偏平板状の木質材からなり、 その広巾面が曲げの半径方向内外に向くように、 しかもその木材繊維が長さ方向 に湾曲するように折曲げることにより前記円弧部 1 2を形成している。 なお木質 材として、 本例の如き無垢の木材の他、 集成木材、 張合わせ木材などが好適に使 用できるが、 要求により合成樹脂材、 金属材などの他の材料で形成することもで きる。 „ In this example, the bent architectural member 2 is made of a flat-plate-like wooden material having a rectangular cross section, and its wide side faces inward and outward in the radial direction of the bending, and the wood fibers are curved in the length direction. The arc portion 12 is formed by bending as described above. As the wood material, besides solid wood as in this example, glued wood, laminated wood and the like can be suitably used, but other materials such as synthetic resin materials and metal materials can be used as required. . „
又前記 「略直角状」 とは、 図 7 (A) 〜 (D ) に示すように、 各縦の枠部 1 3 を互いに背中合わせに沿わせて連結したときに、 各横の枠部 1 1が直列に連なつ て形成される横の枠部連結線 Lに対して、 前記縦の枠部 1 3が直交することを意 味する。 このとき、 横の枠部連結線 Lは、 直線 (図 7 (A))、 円弧状曲線 (図 7 (B ))、 或いは波状等のジグザグ線 (図 7 ( C )、 (D ) ) であっても良く、 ジグザ グ線の場合には、 ジグザグの中心 Nに対して直交する。 The “substantially right-angled shape” means that when the vertical frame portions 13 are connected to each other back to back as shown in FIGS. 7 (A) to 7 (D), Mean that the vertical frame portion 13 is orthogonal to the horizontal frame portion connection line L formed by connecting the series. At this time, the horizontal frame connecting line L is a straight line (Fig. 7 (A)), an arc-shaped curve (Fig. 7 (B)), or a zigzag line such as a wavy shape (Fig. 7 (C), (D)). In the case of a zigzag line, it is orthogonal to the center N of the zigzag.
又前記折曲り建築用部材 2においては、 床部 6を形成する場合、 その横の枠部 1 1を、 本例の如く直線状に形成することが好ましいが、要求により、 図 7 ( C ) の如く、 曲率半径 Rが大きい円弧状に形成することもできる。 なお 「曲率半径 R が大きい円弧状」 とは、 曲率半径 Rが前記円弧部 1 2の曲率半径 rの 2 . 5倍以 上である円弧を意味する。 In the bent building member 2, when the floor portion 6 is formed, the horizontal frame portion 11 is preferably formed in a straight line as in this example. It can also be formed in an arc shape with a large radius of curvature R as shown in FIG. The “arc shape having a large radius of curvature R” means an arc having a radius of curvature R of 2.5 times or more the radius of curvature r of the arc portion 12.
そして、 このような折曲り建築用部材 2を互いに結合することにより、 前記基 部 3を面状に形成する。 即ち、 前記基部 3は、 少なくとも縦の枠部 1 3が 3面以 上の複数面で向き合わせて接合する複数面連結部 P 1を含む結合部 Pを用いて前 記縦の枠部 1 3を順次結合することにより形成される。 これによつて基部 3は、 前記横の枠部 1 1が互いに連なりかつ前記結合部 Pが下方に突出する。 Then, the base 3 is formed in a planar shape by connecting such bent architectural members 2 to each other. That is, the base portion 3 is formed by using the connecting portion P including the multi-plane connecting portion P 1 in which at least the vertical frame portions 13 face and join on three or more surfaces. Are sequentially combined. As a result, in the base 3, the horizontal frame portions 11 are connected to each other, and the coupling portions P project downward.
本例では、 前記横の枠部 1 1が格子状に連なるものを例示している。 かかる場 合、 前記複数面連結部 P 1は、 図 4 (A) に示すように、 縦の枠部 1 3を 4面で 向き合わせて接合することにより前記基部 3の主要部分を構成する十字状の 4面 連結部 P l aと、 図 4 ( B ) に示すように、 3面で向き合わせて接合することに より基部 3の側縁部分を構成する T字状の 3面連結部 P 1 bとを具える。 又結合 部 Pとしては、 前記複数面連結部 P 1以外に、 図 4 ( C) に示すように、 縦の枠 部 1 3を 2面で向き合わせて接合することにより基部 3のコーナ部分を構成する L字状の 2面連結部 P 2を含むことができる。 In this example, a case where the horizontal frame portions 11 are connected in a grid pattern is illustrated. In such a case, as shown in FIG. 4 (A), the multi-plane connecting portion P 1 is formed by connecting a vertical frame portion 13 with four sides facing each other to form a cross which constitutes a main portion of the base portion 3. As shown in Fig. 4 (B), the T-shaped three-sided connecting part P1 that forms the side edge of the base 3 by joining the three sides facing each other as shown in Fig. 4 (B). b. In addition, as shown in FIG. 4 (C), as the connecting portion P, in addition to the multi-surface connecting portion P1, the corner portion of the base portion 3 is formed by joining the vertical frame portions 13 facing each other on two surfaces. It may include an L-shaped two-sided connecting portion P2.
このとき本例では、 前記結合部 Pにおいて、 向き合う複数の縦の枠部 1 3の間 に、 飼物材 1 5を介在せしめ、 これによつて各縦の枠部 1 3の間を安定して強固 に接合している。 しかし、 図 5 (A) , (B ) に示すように、 飼物材 1 5を介在さ せることなく、 各縦の枠部 1 3の間を直接に接合しても良い。 なおこの接続手段 b At this time, in the present example, at the joint portion P, a living material 15 is interposed between a plurality of vertical frame portions 13 facing each other, thereby stabilizing the space between the vertical frame portions 13. And are firmly joined. However, as shown in FIGS. 5 (A) and 5 (B), the vertical frame portions 13 may be directly joined without intervening the livestock material 15. This connection means b
として、 本例では、 ポルト ·ナツ卜等の締結金具 1 6を用いた場合を例示してい るが、 例えば、 蟻ほぞと蟻溝 (蟻穴を含む) とを嵌合させる種々の蟻継ぎ結合等 も適宜採用することができる。 In this example, the case where a fastening bracket 16 such as a port nut is used is illustrated. For example, various dovetail joints for fitting a dove tenon with a dovetail groove (including a dovetail hole) are used. Etc. can be appropriately adopted.
ここで、 前記折曲り建築用部材 2は、 その円弧部 1 2によって優れた弾性機能 を発揮でき、 図 3に示す如く、 作用する外力 F (荷重や振動など) を、 吸収しな がら面内方向に変換し、 隣り合う折曲り建築用部材 2に順次伝えて分散させるこ とができる。 従って、 この折曲り建築用部材 2によって形成される基部 3におい ては、 破壊的運動 (例えば振動など) が局部的に発生すると、 この運動は、 結合 部 Pで連結される折曲り建築用部材 2の弾性機能によつて順次減衰しながら四方 に分散されることとなる。 又基部 3全体に運動が生じた場合にも、 全ての折曲り 建築用部材 2が同時に弾性機能を発揮し、 その抵抗によって運動を個々に減衰さ せていく。 Here, the bent architectural member 2 can exhibit an excellent elasticity function by the arc portion 12, and as shown in FIG. 3, absorbs an external force F (load, vibration, etc.) that acts on the bent architectural member 2. The direction can be changed, and it can be successively transmitted to adjacent bent architectural members 2 and dispersed. Therefore, in the base 3 formed by the bent building member 2, when a destructive movement (for example, vibration) is locally generated, the movement is caused by the bent building member connected at the joint P. As a result, they are dispersed in four directions while being attenuated sequentially by the elastic function (2). In addition, even when the entire base 3 is moved, all the bent architectural members 2 simultaneously exert the elastic function, and the resistance is attenuated individually by the resistance.
従って、基部 3が大型でありかつその支持スパンが長い場合にも、荷重、衝撃、 振動等による破壊を効果的に抑制することができ、 耐久強度を大巾に高めること が可能となる。 さらに、 木質材等を用いうるため、 重量増加を低く抑えることが でき、 柱等への負担軽減を図りうるなど建築構造物全体における耐久強度の向上 にも貢献できる。 Therefore, even when the base 3 is large and its support span is long, destruction due to load, impact, vibration, or the like can be effectively suppressed, and the durability can be greatly increased. Furthermore, since wood materials can be used, the increase in weight can be kept low, and the burden on pillars can be reduced, which contributes to the improvement of the durability of the entire building structure.
又本例では、 前記床部 6を構成する基部 3は、 一方では一階部分の天井部も構 成している。 このとき基部 3は、 前記折曲り建築用部材 2が格子状に連結される ことにより、 天井部を格天井風の模様に仕上げることができ、 見映えの向上にも 役立つ。 In this example, the base 3 constituting the floor 6 also constitutes the ceiling of the first floor. At this time, since the bent building members 2 are connected to each other in a lattice shape, the base portion 3 can finish the ceiling portion in a ceiling-like pattern, which also helps to improve the appearance.
又前記基部 3を保形する前記保持枠材 1 0は、 図 2の如く、 桟材 1 0 Aを折曲 り建築用部材 2に沿って格子状に接合してなる下地枠であり、各横の枠部 1 1を、 前記結合部 Pとは反対側の面 (本例では上面) で固定することにより、 前記基部 3を保形する。 なお本例では、 この保持枠材 1 0上に、 前記床下地板 8 A、 床材 9 Aを順次添設しているが、 この保持枠材 1 0を介することなく、 基部 3と床下 地板 8 Aとを直接に固定することもできる。 Further, as shown in FIG. 2, the holding frame member 10 for holding the base portion 3 is a base frame formed by bending the bar member 10A and joining it in a lattice shape along the building member 2, and By fixing the horizontal frame portion 11 on the surface (in this example, the upper surface) on the side opposite to the joint portion P, the base portion 3 is maintained. In this example, the floor base plate 8A and the floor material 9A are sequentially provided on the holding frame material 10; however, the base 3 and the underfloor base plate 8 are not inserted through the holding frame material 10. A can be fixed directly.
なお図 6 (A)、 (B ) に、 前記折曲り建築用部材 2の他の実施例を例示する。 n 6 (A) and 6 (B) show another embodiment of the bent building member 2. FIG. n
この折曲り建築用部材 2は、 上下の横の枠部 1 1 U、 1 1 Lの両端間を、 円弧部 1 2を介して縦の枠部 1 3で連ねたリング状に形成される。なお図 6 (A)では、 各縦の枠部 1 3が飼物材 1 5を介して順次連結される場合が、 又図 6 (B )では、 各縦の枠部 1 3が直接に連結される場合が例示されている。 かかるリング状の場 合には、 下の横の枠部 1 1 Lに天井板 1 7を取り付け、 基部 3を目隠しすること も可能となる。 The bent architectural member 2 is formed in a ring shape in which the upper and lower horizontal frame portions 11 U and 11 L are connected to each other by a vertical frame portion 13 through an arc portion 12 between both ends. In FIG. 6 (A), the vertical frames 13 are connected sequentially through the housing material 15, and in FIG. 6 (B), the vertical frames 13 are directly connected. This is exemplified. In the case of such a ring shape, it is also possible to attach the ceiling plate 17 to the lower horizontal frame portion 11 L and to cover the base portion 3.
次に、 前記屋根部 7を説明する。 この屋根部 7は、 図 8、 9に示すように、 前 記架構体に支持される上の建築用枠体 4 Uの上面に、 屋根下地板 8 Bを介して屋 根葺き材 9 Bを添設することによって形成される。 又上の建築用枠体 4 Uは、 前 記下の建築用枠体 4 Lと同様、 保持枠材 1 0に保持される基部 3を具える。 Next, the roof 7 will be described. As shown in Figs. 8 and 9, the roof 7 is provided with a roofing material 9B via a roof base plate 8B on the upper surface of the upper building frame 4U supported by the frame structure. It is formed by being attached. Further, the upper building frame 4U has a base 3 held by the holding frame member 10, like the above-described building frame 4L.
ここで、 前記下の建築用枠体 4 Lと相違する点は、 本例では、 アーチ状の屋根 部 7を形成するために、 上の建築用枠体 4 Uの基部 3には、 棟 A (図 1に示す) と平方な棟方向 J 1に、 図 3と同様、 横の枠部 1 1を直線状とした第 1の折曲り 建築用部材 2 Aが用いられるとともに、 棟 Aと直角な妻方向 J 2には、 図 9に示 す如く、 横の枠部 1 1を、 屋根部 7のアーチ状曲線に沿って円弧状に湾曲させた 第 2の折曲り建築用部材 2 Bが用いられる。 なお当然でばあるが、 第 1の折曲り 建築用部材 2 Aとして、 図 7 ( C ) の如く、 横の枠部連結線 Lにおけるジグザグ の中心 Nが直線となるように、 前記横の枠部 1 1を湾曲させた構造を採用するこ ともできる。 又第 2の折曲り建築用部材 2 Bとして、 図 7 -(D ) の如く、 横の枠 部連結線 Lにおけるジグザグの中心 Nが、 屋根部 7のアーチ状曲線に沿う円弧状 となるように、 前記横の枠部 1 1を湾曲させた構造を採用することもできる。 そしてこのような、 第 1、 第 2の折曲り建築用部材 2 A、 2 Bの各縦の枠部 1 3を、 前記結合部 Pを用いて順次結合することにより、 アーチ状の基部 3を形成 している。なお前記下の建築用枠体 4 Lと略同構成の基部 3を用いることにより、 前記屋根部 7を水平面状、或いは傾斜平面状に形成することもでき、 これにより、 ろく屋根、 切り妻屋根、 寄せ棟屋根などの種々な屋根を構成することが可能とな る。 Here, the point different from the lower building frame 4L is that, in this example, the base 3 of the upper building frame 4U includes a building A in order to form the arched roof portion 7. (Shown in Fig. 1) In the direction J1, which is a square building, the first bent building member 2A with the horizontal frame 11 straight as in Fig. 3 is used as in Fig. 3 and at right angles to the building A In the wife direction J2, as shown in FIG. 9, a second bent architectural member 2B in which the horizontal frame portion 11 is curved in an arc along the arched curve of the roof portion 7 is provided. Used. As a matter of course, as the first bent building member 2A, as shown in FIG. 7 (C), the horizontal frame is connected so that the center N of the zigzag at the horizontal frame connecting line L becomes a straight line. A structure in which the part 11 is curved may be employed. As the second bent architectural member 2B, as shown in Fig. 7- (D), the zigzag center N of the horizontal frame connecting line L should be an arc along the arched curve of the roof 7. Alternatively, a structure in which the horizontal frame portion 11 is curved may be adopted. Then, the first and second bent building members 2A and 2B are vertically connected to each other by using the connecting portion P, thereby forming the arch-shaped base portion 3. Has formed. By using the base 3 having substantially the same configuration as the lower building frame 4 L, the roof 7 can be formed in a horizontal plane or an inclined plane. It is possible to construct various roofs such as a ridge roof.
又図 1 0には、 図 6と同様に、 第 2の折曲り建築用部材 2 Bをリング状に形成 g Also, in FIG. 10, similarly to FIG. 6, the second bent architectural member 2B is formed in a ring shape. g
した場合を例示している。 又第 2の折曲り建築用部材 2 Bのみで基部 3を形成し た場合には、 例えば図 1 1に示す如く、 屋根部 7を円形ドーム状に形成すること もできる。 FIG. When the base 3 is formed only of the second bent building member 2B, the roof 7 can be formed in a circular dome shape, for example, as shown in FIG.
次に、 第 2の発明の建築構造物 1 Bを、 図 1 2〜3 1を用いて説明する。 Next, the building structure 1B of the second invention will be described with reference to FIGS.
図 1 2において、 第 2の発明の建築構造物 1 Bは、 外壁形成用の壁体部 2 0に よって四面が囲まれる矩形状の建築物であって、 前記壁体部 2 0をなす面構造体 S Wの少なくとも一つ、本例では、 4つの面構造体 S Wを、 図 1 3に示すように、 折曲り建築用部材 2 2 A、 2 2 B (総称するとき折曲り建築用部材 2 2とよぶ) を互いに結合した面状の側の建築用枠体 2 6 Wを用いて形成している。 In FIG. 12, the building structure 1 B of the second invention is a rectangular building whose four surfaces are surrounded by a wall portion 20 for forming an outer wall, and a surface forming the wall portion 20. As shown in FIG. 13, at least one of the structural members SW, in this example, the four surface structural members SW are connected to the bent building members 22A and 22B (when collectively referred to as bent building members 2A and 2B). 2) are formed by using a building frame 26 W on the planar side joined to each other.
この側の建築用枠体 2 6 Wは、 例えば外壁に沿って立設する柱体 4 0、 および 該柱体 4 0の間を連結する水平な梁材 3 9とを含む架構体によって支持される。 又前記側の建築用枠体 2 6 Wに、 外壁材 (図示しない) 等が下地板を介して或い は直接に添設されることにより、 面構造体 S W (壁体部 2 0 ) が形成される。 ここで、 前記折曲り建築用部材 2 2 A、 2 2 Bは、 図 1 4 ( a )、 (b ) に示す ように、 直線状の横の枠部 3 1 aと、 この横の枠部 3 1 aの端部に比較的大きな 半径 rの円弧部 3 2を介して連なりかつ前記横の枠部 3 1 aと折れ曲がる直線状 の縦の枠部 3 1 bとを一連に具える。 本例では、 前記横縦の枠部 3 1 a、 3 1 b (総称するとき枠部 3 1という) が互いに直角に折れ曲がる、 即ち前記円弧部 3 2が中心角 Θが 9 0 ° -の 1ダ4円弧をなし、 しかも円-弧の曲 :中心を通る中心線 Cに対して、 外向き面 3 1 Sが平行をなす場合を例示している。 このうちの折曲 り建築用部材 2 2 Aは、 前記枠部 3 1 a、 3 1 bが比較的短くかつ同寸とした等 脚状をなし、 又折曲り建築用部材 2 2 Bは、 一方の枠部 3 1 bを他方の枠部 3 1 aに比して長寸とした L字状をなす。 The building frame 26 W on this side is supported by a frame including, for example, a column 40 erecting along the outer wall and a horizontal beam 39 connecting the columns 40. You. An external wall material (not shown) or the like is attached to the building frame 26 W on the side via a base plate or directly, so that the surface structure SW (wall body portion 20) is formed. It is formed. Here, as shown in FIGS. 14 (a) and 14 (b), the bent building members 22A and 22B have a straight horizontal frame 31a and a horizontal frame 31a. The end of 31a is connected to the end of 3a via an arc portion 32 having a relatively large radius r, and is provided with a series of the horizontal frame portion 31a and the bent vertical linear frame portion 31b. In this example, the horizontal and vertical frame portions 31a and 31b (referred to collectively as frame portions 31) bend at right angles to each other, that is, the arc portion 32 has a central angle Θ of 90 °-1 da 4 an arc, moreover arc songs: with respect to the center line C passing through the center, the outward surface 3 1 S is exemplified a case that forms a parallel. Among these, the bent building member 22A has the same leg shape as the frame portions 31a and 31b are relatively short and the same size, and the bent building member 22B is One frame 31b has an L-shape that is longer than the other frame 31a.
なお折曲り建築用部材 2 2は、第 1の発明で用いた折曲り建築用部材 2と同様、 断面矩形な偏平板状の木質材を、 その木材繊維が長さ方向に湾曲するように折曲 げることによって形成される。 Note that the bent building member 22 is formed by folding a flat-plate-like wooden material having a rectangular cross section in the same manner as the bent building member 2 used in the first invention so that the wood fibers are curved in the length direction. It is formed by bending.
そして本例では、このような折曲り建築用部材 2 2を用いてリング状体 2 5 (図 1 3に示す) を形成するとともに、 このリング状体 2 5の外向き面 3 1 Sを、 背 Q In this example, a ring-shaped body 25 (shown in FIG. 13) is formed using such a bent architectural member 22, and an outward facing surface 31 S of the ring-shaped body 25 is formed as follows. Height Q
中合わせの合わせ面 Sとして互いに結合する。 これにより、 前記枠部 3 1が連な る面状の基部 2 7を有する前記側の建築用枠体 2 6 Wを構成する。 このとき、 合 わせ面 S、 Sが接合する 2面連結部 P 2である結合部 Pは、第 1の発明と異なり、 基部 2 7と同一面内で突出することなく整一する。 They are joined to each other as a centering mating surface S. Thus, the building frame 26W on the side having the planar base 27 to which the frame 31 is continuous is formed. At this time, the connecting portion P, which is the two-side connecting portion P2 where the joining surfaces S and S are joined, is aligned without protruding in the same plane as the base portion 27, unlike the first invention.
詳しくは、 図 1 3の左上端の矩形のリング状体 2 5に示すように、 前記 L字の 折曲り建築用部材 2 2 Bを、 対角のコーナ c l, c 3に配し、 かつ他の対角のコ ーナ c 2、 c 4には等脚の折曲り建築用部材 2 2 Aを配する。 これにより、 継ぎ 目 a l, a 2 , a 3 , a 4を有する縦横のリング片で四辺が囲まれる矩形のリン グ状体 2 5 A 1が形成される。 Specifically, as shown in a rectangular ring-shaped body 25 at the upper left of FIG. 13, the L-shaped bent building member 22 B is arranged at diagonal corners cl and c 3, and In the diagonal corners c2 and c4 of this, equiangular bent building members 22A are arranged. As a result, a rectangular ring-shaped body 25A1 whose four sides are surrounded by vertical and horizontal ring pieces having seams a1, a2, a3, and a4 is formed.
さらにこのリング状体 2 5 A 1は、 本例では、 その上側の梁材 3 9、 左側の柱 体 4 0、 右側のリング状体 2 5 A 2、 および下側のリング状体 2 5 B 1と互いに 結合することにより、 強固な矩形のリング状体 2 5 A 1を構成することとなる。 なお柱体、 梁材などの部材を用いない場合もあり、 又前記下側のリング状体 2 5 B 1に隣り合うリング状体 2 5 B 2のように、 周囲のリング状体 2 5のみに結合 される場合もある。 Further, in this example, the ring-shaped body 25 A 1 is composed of an upper beam 39, a left column 40, a right ring 25 A 2, and a lower ring 25 B By combining with 1, a strong rectangular ring-shaped body 25 A 1 is formed. In some cases, members such as pillars and beams are not used, and only the surrounding ring-shaped body 25 such as the ring-shaped body 25 B 2 adjacent to the lower ring-shaped body 25 B 1 is used. May be combined with
ここで、 前記リング状体 2 5の結合を強固とするため、 隣り合うリング状体 2 5 , 2 5の向き合う縦のリング片において、 図 1 3に略示するように、 一方のリ ング状体 2 5 A 1の前記継ぎ目 a 4に対して、 他方のリング状体 2 5 A 2の継ぎ 目 a 2を位置させるなど上下に位置ずれさせる。 又上下のリング状体 2 5 7 2 5 - の向き合う横のリング片においても、 継ぎ目 a 3と継ぎ目 a 1とを位置ずれさせ る。 これにより、 継ぎ目 a, aが重なることによる分断、 又は近づくことによる 強度低下を防止している。 そのために前記継ぎ目 a , aを、 縦横のリング片の長 さの 1 Z 5〜 1 2程度を離間させるのがよい。 Here, in order to strengthen the connection between the ring-shaped members 25, as shown in FIG. 13, one of the ring-shaped members in the vertical ring pieces facing the adjacent ring-shaped members 25, 25. The seam a4 of the body 25A1 is displaced vertically, such as by positioning the seam a2 of the other ring-shaped body 25A2. Also, the seam a3 and the seam a1 are displaced from each other on the horizontal ring pieces facing the upper and lower ring-shaped members 2 5 7 2 5-. This prevents the seams a, a from breaking due to overlapping or from decreasing in strength due to approaching seams. For this purpose, the seams a and a are preferably separated from each other by about 1 Z 5 to 12 of the length of the vertical and horizontal ring pieces.
このように第 2の発明では、 第 1の発明と同様、 前記円弧部 3 2によって弾性 機能を発揮し、 面内方向に作用する外力を、 吸収しながら隣り合う折曲り建築用 部材 2 2に順次伝えて分散でき、耐震性、吸震性を向上させることが可能となる。 さらに、 各リング状体 2 5の各リング片を、 隣り合う部材 (リング片、 梁材 3 9 , 及び柱体 4 0を含む) と結合して側の建築用枠体 2 6 Wを形成するために、 本例では、 図 1 6〜1 8に示すように、 蟻継ぎ結合を採用している。 As described above, in the second invention, similarly to the first invention, the arcuate portion 32 exhibits an elastic function, and absorbs an external force acting in the in-plane direction while adjoining the bent building member 22 adjacent thereto. It can be transmitted and dispersed sequentially, and it is possible to improve earthquake resistance and shock absorption. Furthermore, each ring piece of each ring-shaped body 25 is joined to an adjacent member (including a ring piece, a beam member 39, and a column 40) to form a building frame 26W on the side. for, In this example, as shown in FIGS. 16 to 18, dovetail connection is adopted.
この蟻継ぎ結合では、 直線状の前記枠部 3 1 a , 3 1 bの各外向き面 3 1 Sの うち、 前記隣り合う部材と接する面部を合わせ面 Sとする。 そして、 互いに接す る双方の合わせ面 Sに、 長手方向にのびる蟻溝 4 2を向き合わせて形成する (な お図 1 4、 1 5では、 蟻溝 4 2を省略して描いている)。 この蟻溝 4 2は、 溝底に 向かって溝巾が増加する拡巾部 4 1 (図 1 8に示す) を有する。 In this dovetail connection, of the outwardly facing surfaces 31 S of the linear frame portions 31 a and 31 b, a surface portion in contact with the adjacent member is defined as a mating surface S. Then, the dovetail grooves 42 extending in the longitudinal direction are formed facing each other on both mating surfaces S which are in contact with each other (note that the dovetail grooves 42 are omitted in FIGS. 14 and 15). . The dovetail groove 42 has a widened portion 41 (shown in FIG. 18) in which the groove width increases toward the groove bottom.
又この蟻溝 4 2内に、 常時は、 前記蟻溝 4 2の最小巾よりも小、 かつ巾方向に 分割される蟻ほぞ 4 4を挿入する。 この蟻ほぞ 4 4は、 向き合う合わせ面 S、 S 間を跨る (好ましくは、 各溝底に接する) 厚さを具えるとともに、 その断面形状 は、 前記拡巾部 4 1に合う鳩尾状部を両側に設けたバタフライ状をなす。 Also, in this dovetail groove 42, an ant tenon 44 smaller than the minimum width of the dovetail groove 42 and divided in the width direction is inserted. The dovetail tenon 44 has a thickness that straddles the facing mating surfaces S, S (preferably in contact with the bottom of each groove), and has a cross-sectional shape of a dovetail that matches the widened portion 41. Butterfly shape provided on both sides.
この蟻ほぞ 4 4を、 少なくとも一方の折曲り建築用部材 2 2の蟻溝 4 2に挿入 し、 かつ他の折曲り建築用部材 2 2を合わせたのち、 図 1 8に示すように、 非合 わせ平面から揷入される打込み具 4 5を用いて蟻ほぞ材 4 4を分割して巾方法に 拡大させる。 これによつて、 前記鳩尾状部を前記拡巾部 4 1に密に嵌着し、 両者 を結合させる。 なお蟻溝 4 2は、 所謂蟻溝フライス機などを用いて容易に形成し うる。 After inserting this dovetail tenon 44 into at least one dovetail groove 42 of the bent building member 22 and mating the other bent building member 22, as shown in FIG. Divide the ant tenon material 4 4 using the driving tool 4 5 inserted from the mating plane and expand it to the width method. Thus, the dovetail-shaped portion is closely fitted to the widened portion 41, and the two are joined. The dovetail groove 42 can be easily formed using a so-called dovetail milling machine.
またこのような蟻継ぎ結合は、 本例では、 図 1 6に例示するように、 上方から 上の継ぎ目 a 4までの領域 y 1、 この継ぎ目 a 4から下の継ぎ目 a 2までの領域 y 2、及びこの継ぎ目 a 2よりも下方の領域 y-3にそれぞれ独立して形成-さ-れる。 しかも蟻溝 4 2と蟻ほぞ 4 4との各長さを同じとすることにより、 折曲り建築用 部材 2 2 A, 2 2 Bの軸方向の相対位置ずれを阻止しつつ、 前記継ぎ目 aによる 分断をなくして強固に結合しうる。 又蟻継ぎ結合でありながら、 2つの折曲り建 築用部材 2 2を軸方向に相対移動させることなく、 或いは蟻ほぞ 2 4を軸方向に 挿入することなく、 簡便に結合できる。 In this example, such a dovetail joint is, as illustrated in FIG. 16, a region y 1 from the top to the upper seam a 4 and a region y 2 from the seam a 4 to the lower seam a 2. , And an area y-3 below the seam a2. In addition, by making the lengths of the dovetail groove 42 and the dovetail tenon 44 the same, it is possible to prevent the relative positional displacement of the bent architectural members 22A and 22B in the axial direction, while using the joint a. Can be firmly bonded without breaking. In addition, despite the dovetail connection, the two bent construction members 22 can be easily connected without relatively moving the members in the axial direction, or without inserting the dovetail 24 in the axial direction.
また図 1 2、 1 3の実施例では、 複数のリング状体 2 5を前記柱体 4 0などの 間に並列して形成した側の建築用枠体 2 6 Wを、 前記柱体 4 0などを介して他の 側の建築用枠体 2 6 Wと直角に順次配置することにより、 図 1 2に示す如く、 矩 形状の外壁を有する建築構造物 1 Bを形成している。 なお前記建築構造物 1 Bで U In the embodiment shown in FIGS. 12 and 13, the building frame 26 W on the side where a plurality of ring-shaped bodies 25 are formed in parallel between the pillars 40 and the like is used as the pillar body 40. By sequentially arranging the building frames 26 W on the other side at right angles through the like, a building structure 1 B having a rectangular outer wall is formed as shown in FIG. In the building structure 1B U
は、 さらに上の梁材 3 9上に、 第 1の発明に係わる屋根部、 或いは従来的構造の 屋根部を設けることができる。 The roof part according to the first invention or the roof part having a conventional structure can be provided on the beam member 39 further above.
なお、 このような蟻継ぎ結合は、 折曲り建築部材の間、 或いはこの折曲り建築 部材と柱、 梁などの直線建築部材との間の結合に限定されることなく、 直線建築 部材の間など、 種々な建築部材の合わせ面の間を結合するために、 好適に使用す ることができる。 In addition, such a dovetail connection is not limited to the connection between bent building members or between this bent building member and straight building members such as columns and beams. It can be suitably used for connecting between mating surfaces of various building members.
又蟻継ぎ結合の前記打込み具 4 5として、 前記ピン状体の他、 ほぞ長さ方向に のびる平板状のもの (図 1 9に示す) も採用できる。 又図 2 0に示すように、 外 周ねじの頭部 4 6 aに、 ほぞの押し広げ用のピン部 4 6 bを設けたネジ状のもの も採用でき、 このものは、 ねじ込みにより蟻ほぞ 4 4を拡巾しかつ螺退により分 解しうる。 Further, as the driving tool 45 of the dovetail connection, in addition to the pin-shaped body, a flat-plate-shaped one extending in a tenon direction (shown in FIG. 19) can also be used. As shown in Fig. 20, a screw-shaped one with a mortise pin 46b at the head 46a of the outer peripheral screw can also be used. 4 4 can be disassembled by widening and screwing back.
また図 2 1に示すように、 ポルト ·ナット、 ねじ、 釘などの固着具 4 8、 接着 剤等を用いた種々の結合手段が、 蟻継ぎ結合と併用して、 或いは蟻継ぎ結合に代 えて採用することができる。 なお前記領域 y 2 (図 1 6に示す) には、 これらの 固着具 4 8を用い、 長手方向の位置ずれを確実に防止するのが好ましい。 Further, as shown in FIG. 21, various connecting means using porting nuts, screws, nails, and other fixing tools 48, adhesives, etc. are used together with the dovetail joint or instead of the dovetail joint. Can be adopted. In the region y2 (shown in FIG. 16), it is preferable to use these fasteners 48 to reliably prevent longitudinal displacement.
なお前記折曲り建築部材 2 2 A、 2 2 Bに代えて、 図 1 4 ( c ) に示すように、 直線状の縦の枠部 3 1 bの両側に円弧部 3 2 , 3 2を介して直線状の短長の横の 枠部 3 1 a, 3 1 aを設けたコ字状の折曲り建築部材 2 2 Cを使用することがで き、 これを 2つ組み合わせることにより、 前記矩形のリング状体 2 -5を形成でき る。 In addition, instead of the bent building members 22A and 22B, as shown in FIG. 14 (c), arc-shaped portions 32 and 32 are provided on both sides of a linear vertical frame 31b. U-shaped bent architectural member 22C provided with straight short-sided horizontal frame portions 31a and 31a can be used, and by combining two of them, the rectangular shape can be obtained. Thus, a ring-shaped body 2-5 can be formed.
さらに図 2 2〜図 2 4に、 側の建築用枠体 2 6 W (壁体部 2 0 ) の他の実施例 を示す。 Further, FIGS. 22 to 24 show another embodiment of the side frame 26 W (wall portion 20).
図 2 2 ( a )、 図 2 3は、 前記矩形のリング状体 2 5が結合されることにより、 前記図 2 2 ( a )に示すように円弧面状の側の建築用枠体 2 6 Wを形成しており、 係る建築用枠体 2 6 Wを連続させることにより、 図 2 4に示す如き円形ケージ状 の外壁を有する建築構造物 1 B aを構成する。 また部分的に用いることにより、 図 1 2の直方体状の建築構造物 1 Bのコーナ部を円弧状に形成することもできる。 このような円弧面状の建築用枠体 2 6 Wを形成するには、 例えば図 1 5 ( a ) ^ FIGS. 22 (a) and 23 show that the rectangular ring-shaped body 25 is connected to the architectural frame 26 on the arc-shaped side as shown in FIG. 22 (a). W is formed, and the building frame 26 W is connected to form a building structure 1Ba having a circular cage-shaped outer wall as shown in FIG. Also, by partially using it, the corner of the rectangular parallelepiped building structure 1B shown in FIG. 12 can be formed in an arc shape. To form such an arched architectural frame 26 W, for example, see FIG. 15 (a) ^
に示すように、 上辺, 下辺に位置する枠部 3 1 aのみを半径 Rの円弧状に湾曲さ せた折曲り建築用部材 2 2Dを用いてリング状体 2 5を構成する。 As shown in Fig. 7, a ring-shaped body 25 is formed by using a bent building member 22D in which only the frame portions 31a located on the upper side and the lower side are curved in an arc shape with a radius R.
さらに図 2 2 (b) は、 円弧面に沿って多角形状に折れ曲がる建築用枠体 2 6 Wを例示する。 この建築用枠体 2 6Wは、 図 1 5 (b) に示すように、 上辺, 下 辺に位置する横の枠部 3 1 aのみを、 垂直となる縦の枠部 3 1 bに対して水平面 内で角率 でねじった折曲り建築用部材 2 2 Eを用いることにより形成できる。 他の方法として、 前記折曲り建築用部材 2 2 A、 2 2 B、 或いは 2 2 Cを用いる とともに、 図 1 5 (c) に示す如きテーパ状斜面を有する介在部材 47を、 縦の 枠部 3 1 bの間に介在させることによつても、 図 2 2 (b) の建築用枠体 2 6W を形成することができる。 なお前記介在部材 47は結合部位のみに設ける短寸と することができる。 Further, FIG. 22 (b) exemplifies a building frame 26W which is bent in a polygonal shape along an arc surface. As shown in Fig. 15 (b), this building frame 26W is configured such that only the horizontal frame portion 31a located on the upper side and the lower side is moved with respect to the vertical vertical frame portion 31b. It can be formed by using a bent architectural member 22E twisted at an angular rate in a horizontal plane. As another method, the bent building member 22A, 22B or 22C is used, and the interposed member 47 having a tapered slope as shown in FIG. By interposing between 3 1 b, the building frame 26 W shown in FIG. 22 (b) can be formed. Note that the intervening member 47 can be a short dimension provided only at the connection site.
また図 2 5は、 建築用枠体 2 6Wが、 上方に向かって内又は外に徐々に傾く実 施例を例示する。 この場合には、 図 1 5 (d) に示すように、 例えば上辺, 下辺 に位置する横の枠部 3 1 aにおいて、 その外向き面 3 1 Sが、 前記円弧部 3 2の 曲げ中心を通る中心線 Cに対して角度 βで傾斜する折曲り建築用部材 22 Gを用 いる。 なお、 前記折曲り建築用部材 2 2 Α、 2 2 Β、 或いは 2 2 Cを用いるとと もに、 図 2 6に示すように、 前記介在部材 47を横の枠部 3 1 aの間に介在させ ることによつても、 築用枠体 2 6 Wが上方に向かって内に傾く蒲鋅状の建築構築 物、 或いはアーチ状の屋根部 7を構成できる。 - . FIG. 25 illustrates an embodiment in which the building frame 26W gradually tilts inward or outward upward. In this case, as shown in FIG. 15 (d), for example, in the lateral frame portion 31a located on the upper side and the lower side, the outward facing surface 31S is positioned at the bending center of the arc portion 32. A bent building member 22G inclined at an angle β to the passing center line C is used. In addition to using the bent building member 22 Α, 22 Β, or 22 C, as shown in FIG. 26, the intervening member 47 is placed between the horizontal frame portions 31 a. By intervening, it is possible to form a cam-shaped architectural structure or an arch-shaped roof portion 7 in which the construction frame 26 W is inclined inward upward. -.
図 27は、 図 2 8に示す正 1 2面体の建築構造物をなす築用枠体 2 6 Wの一部 を平面に展開して示している。 なお便宜上、 円弧部 2 5は省略して示す。 かかる 場合、 図 1 5 (e) に示すように、 挟み角 0を 1 0 8° とした円弧部 3 2を介し て長短の枠部 3 1 a、 3 l bを設けるとともに、 この枠部 3 1 a、 3 l bの各外 向き面 3 1 Sを、 ともに前記円弧部 3 2の曲げ中心を通る中心線 Cに対して、 角 度 iSで傾斜させた錐体外面状の折曲り建築用部材 2 2Hを用いる。 そして、 これ らを組み合わせて、 図 2 7に示す如き正 5角形状のリング状体 2 5を形成すると ともに、 このリング状体 2 5の間を互いに結合する。 これにより、 外壁及び屋根 がー体となった正 1 2面体状の一つの建築用枠体 2 6Wからなる建築構造物 1 B ^ Fig. 27 shows a part of the construction frame 26W, which is a regular 12-hedron building structure shown in Fig. 28, developed on a plane. For convenience, the arc portion 25 is omitted. In such a case, as shown in Fig. 15 (e), long and short frames 31a and 3lb are provided via an arc 32 having a sandwiching angle 0 of 108 °. a, a 3 lb outward facing surface 31S, a pyramidal outer surface bent architectural member 2 inclined at an angle iS with respect to a center line C passing through the bending center of the arc portion 32 Use 2H. Then, these are combined to form a regular pentagonal ring-shaped body 25 as shown in FIG. 27, and the ring-shaped bodies 25 are connected to each other. As a result, a building structure 1 B consisting of a regular 12 dihedral building frame 26 W with an outer wall and a roof ^
bを構成しうる。 b.
なお、 前記介在部材 4 7を介在することにより構成することもでき、 さらに、 図 1 5 ( f ) に示すように、 断面において一方の巾広面を斜面とした断面台形と する折曲り建築用部材 2 2 Iを用いることにより、 全ての外向き面 3 1 Sを中心 線 Cに対して斜面としたリング状体 2 5を構成しうる。 In addition, it is also possible to configure by interposing the intervening member 47, and further, as shown in FIG. 15 (f), a bent architectural member having a trapezoidal cross section in which one wide surface is a slope in the cross section. By using 22 I, a ring-shaped body 25 having all the outward faces 31 S inclined with respect to the center line C can be formed.
さらに、 図 1 5 ( g ) に示すように、 3個以上円弧部 3 2を有し、 又は角度 6>、 a , /3を変更した折曲り建築用部材 2 2 Jなど、 種々形状の折曲り建築用部材 2 2を用いることにより、 図 2 9に示す斜方切頭立方 8面体(上半分)、 図 3 0のデ ルタ 2 0面状体、 図 3 1に示す立方 8面体 (半分)、 さらには円、 楕円、 又は扇形 などの球殻状など、 種々な立体形状の建築用枠体 2 6 Wからなる建築構造物 1 B c〜l B eを構成しうる。 Furthermore, as shown in Fig. 15 (g), there are three or more circular arc portions 32, or various shapes such as bent architectural members 2 2 J having angles 6>, a, and / 3 changed. By using curved architectural members 22, the oblique truncated cubic octahedron (upper half) shown in Fig. 29, the delta 20 helical body shown in Fig. 30 and the cubic octahedron shown in Fig. 31 (half) ), And furthermore, a building structure 1 Bc to 1 Be composed of a building frame 26 W of various three-dimensional shapes such as a spherical shell such as a circle, an ellipse, or a fan.
また図 2 7〜図 3 1などの多面体において、 各面を複数の面部に分割し、 この 面部を、 折曲り建築用部材 2 2を用いた三角状、 矩形状等のリング状体で形成す ることもできる。 かかる場合には、 各面が、 前記分割面部であるリング状体を結 合してなる建築用枠体 2 6 Wにより形成されることとなる。 In the polyhedron shown in Figs. 27 to 31, etc., each face is divided into a plurality of faces, and the faces are formed by a ring-shaped body such as a triangular shape or a rectangular shape using a bent architectural member 22. You can also. In such a case, each surface is formed by the architectural frame body 26W formed by joining the ring-shaped bodies that are the divided surface portions.
以上、 本発明の特に好ましい実施形態について詳述したが、 本発明の建築構造 物は、 大空間建築物に限定されることなく、 通常の家屋等として形成することも できるなど、 本発明は、 種々の態様に変形して実施しうる。 Although the preferred embodiment of the present invention has been described in detail, the building structure of the present invention is not limited to a large space building, and may be formed as an ordinary house or the like. The present invention can be implemented in various modes.
叙上の如ぐ本発明は、 例えば屋根、 天井、 床、 壁などの面構造体を、 重量増加 を低く抑えながら大型に形成することができる。 しかもこの面構造体は、 荷重が 作用した際、 その弾性機能によって応力を分散 ·緩和させることができ、 面構造 体が大型でありかつその支持スパンが長い場合にも、 面外方向、 或いは面内方向 の荷重に対する変形、 衝撃等を低く抑え、 破損損傷などを予防し耐久強度等を高 めることが可能となる。 According to the present invention as described above, for example, a surface structure such as a roof, a ceiling, a floor, and a wall can be formed in a large size while suppressing an increase in weight. In addition, when a load is applied, the surface structure can disperse and reduce the stress by its elastic function. Even when the surface structure is large and its support span is long, the surface structure can be out-of-plane direction or plane. Deformation and impact due to inward load can be kept low, breakage and damage can be prevented, and durable strength can be increased.
さらに建築用枠体を天井などとして露出させる場合には、 幾何学的な造形美、 および格天井風の柄模様等が得られ、 また建築用枠体を外壁として使用した場合 には、 建築構造物を自在な立体形状で形成しうるなど、 外観性能の向上に大きく 貢献できる。 ^ Furthermore, when the architectural frame is exposed as a ceiling, etc., it is possible to obtain a beautiful geometric shape and a ceiling-like pattern, and when the architectural frame is used as an outer wall, a building structure is obtained. It can greatly contribute to the improvement of appearance performance, for example, it can be formed in a free three-dimensional shape. ^
産業上の利用可能性 Industrial applicability
以上のように、 本発明は、 屋根、 天井、 床、 壁等として好適な面構造体を、 重 量増加を低く抑えながら大型に形成することができ、 しかもこの面構造体に、 弾 性的機能を付与しうるなど、 過度の荷重をその弾性変形によって吸収させること が可能となり、 建築構造物の耐震性、 吸震性を向上させることができる。 As described above, according to the present invention, a surface structure suitable for a roof, a ceiling, a floor, a wall, or the like can be formed in a large size while suppressing an increase in weight, and the surface structure has elasticity. Excessive load, such as adding functions, can be absorbed by its elastic deformation, and the seismic resistance and absorption of building structures can be improved.
Claims
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP03706915A EP1473417A4 (en) | 2002-02-06 | 2003-02-05 | Building structure |
| US10/502,338 US20050115187A1 (en) | 2002-02-06 | 2003-02-05 | Building structure |
| AU2003211460A AU2003211460A1 (en) | 2002-02-06 | 2003-02-05 | Building structure |
Applications Claiming Priority (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002029855A JP4084576B2 (en) | 2002-02-06 | 2002-02-06 | Structure of the structure |
| JP2002-29855 | 2002-02-06 | ||
| JP2002029856A JP4084577B2 (en) | 2002-02-06 | 2002-02-06 | Assembly member joining method |
| JP2002-29856 | 2002-02-06 | ||
| JP2002-361133 | 2002-12-12 | ||
| JP2002361133A JP3905028B2 (en) | 2002-12-12 | 2002-12-12 | Building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2003066982A1 true WO2003066982A1 (en) | 2003-08-14 |
Family
ID=27738893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/JP2003/001203 Ceased WO2003066982A1 (en) | 2002-02-06 | 2003-02-05 | Building structure |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20050115187A1 (en) |
| EP (1) | EP1473417A4 (en) |
| AU (1) | AU2003211460A1 (en) |
| WO (1) | WO2003066982A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3816360A1 (en) * | 2019-10-30 | 2021-05-05 | Ecole Polytechnique Federale De Lausanne (EPFL) EPFL-TTO | Load bearing device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS3621898B1 (en) * | 1959-03-03 | 1961-08-22 | ||
| JPS5623714U (en) * | 1979-07-31 | 1981-03-03 | ||
| US4461116A (en) * | 1981-09-14 | 1984-07-24 | Interlego A.G. | Connecting member |
| JPH09280488A (en) * | 1996-04-11 | 1997-10-31 | Chukichi Wayama | Polyhedron |
| WO2000058575A1 (en) * | 1999-03-26 | 2000-10-05 | Provitola Anthony I | Structural system of torsion/toroidal elements and methods of construction therewith |
Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US712193A (en) * | 1902-03-07 | 1902-10-28 | Frederick L Kane | Roof. |
| US1729743A (en) * | 1927-05-10 | 1929-10-01 | Jorgensen Aage Kjarsgaard | Library-stack-supporting structure |
| US2888112A (en) * | 1956-04-13 | 1959-05-26 | Robert R Keller | Panel joints and panel joining devices |
| US2871521A (en) * | 1957-09-30 | 1959-02-03 | Messmore Harold | Display device |
| US3114176A (en) * | 1958-10-14 | 1963-12-17 | Pease Woodwork Company Inc | Wood building construction |
| US3164347A (en) * | 1962-11-01 | 1965-01-05 | Southeastern Metals Company | Tubular pedestal base |
| DE1810434C3 (en) * | 1968-11-22 | 1975-06-19 | Richard Dipl.-Ing. 8000 Muenchen Dietrich | Building structure |
| CH581239A5 (en) * | 1973-10-17 | 1976-10-29 | Paligoba Ag | Vaulted structure wall or ceiling network skeleton - with some sections in each frame isolated from other frames |
| US4324433A (en) * | 1979-12-13 | 1982-04-13 | Plantation Patterns, Inc. | Knockdown arm chair |
| US4941413A (en) * | 1984-05-18 | 1990-07-17 | Telescope Casual Furniture Co. | Table with reinforced leg structure |
| FR2590375B1 (en) * | 1985-11-19 | 1987-12-31 | Chamayou Gerard | CURVED SCREEN, ESPECIALLY CINEMATOGRAPHIC PROJECTION SCREEN |
| US4825781A (en) * | 1988-02-12 | 1989-05-02 | Palmer/Snyder Furniture Company, Inc. | Collapsible table |
| US5170598A (en) * | 1990-04-06 | 1992-12-15 | Bechtel Energy Corporation | Triangular composite exoskeleton structure |
| US5452555A (en) * | 1993-09-01 | 1995-09-26 | The Board Of Regents Of The University Of Texas System | Method and apparatus for assembling multiple wall segments into a curved configuration |
-
2003
- 2003-02-05 WO PCT/JP2003/001203 patent/WO2003066982A1/en not_active Ceased
- 2003-02-05 AU AU2003211460A patent/AU2003211460A1/en not_active Abandoned
- 2003-02-05 EP EP03706915A patent/EP1473417A4/en not_active Withdrawn
- 2003-02-05 US US10/502,338 patent/US20050115187A1/en not_active Abandoned
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS3621898B1 (en) * | 1959-03-03 | 1961-08-22 | ||
| JPS5623714U (en) * | 1979-07-31 | 1981-03-03 | ||
| US4461116A (en) * | 1981-09-14 | 1984-07-24 | Interlego A.G. | Connecting member |
| JPH09280488A (en) * | 1996-04-11 | 1997-10-31 | Chukichi Wayama | Polyhedron |
| WO2000058575A1 (en) * | 1999-03-26 | 2000-10-05 | Provitola Anthony I | Structural system of torsion/toroidal elements and methods of construction therewith |
Non-Patent Citations (1)
| Title |
|---|
| See also references of EP1473417A4 * |
Also Published As
| Publication number | Publication date |
|---|---|
| US20050115187A1 (en) | 2005-06-02 |
| AU2003211460A1 (en) | 2003-09-02 |
| EP1473417A4 (en) | 2009-08-05 |
| EP1473417A1 (en) | 2004-11-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| ES2374122B1 (en) | EXECUTION SYSTEM OF MIXED BEAMS OR BEAMS OF BUILDINGS FORGED BY FOLDED PROFILES OF STEEL AND OTHER MATERIAL UNITED BY CONNECTORS CONFORMED IN STEEL PROFILE. | |
| JPH11229673A (en) | Building-up type garden deck | |
| KR20190120517A (en) | Formwork device for forming slab beam of building | |
| JP4118228B2 (en) | Pillar | |
| WO2003066982A1 (en) | Building structure | |
| JP2017040141A (en) | Wall panel of wooden building | |
| JP4904100B2 (en) | Connection structure between building unit and foundation, method for connecting building unit and foundation, and unit building | |
| JP7463897B2 (en) | Diagonal beam joint hardware and beam joint structure | |
| JP3905028B2 (en) | Building structure | |
| JPH09170268A (en) | Joint device for building member | |
| JP4084576B2 (en) | Structure of the structure | |
| JP7134635B2 (en) | Bearing wall structure and manufacturing method thereof | |
| JP4093491B2 (en) | Bearing wall arrangement structure and bearing wall used therefor | |
| JPH09165831A (en) | Joint device for building member | |
| JP2017040057A (en) | Space forming skeleton structure | |
| JP4863231B2 (en) | Triangular panel for dome type building, dome type building using the panel, and method for constructing the dome type building | |
| JP3490076B2 (en) | Structural reinforcement | |
| JP4417743B2 (en) | Column and beam frames in wooden buildings | |
| JP6095017B2 (en) | Method for reinforcing horizontal vibration control of traditional wooden buildings | |
| JPH10205006A (en) | Column-beam joint structure, and wooden structure | |
| JP2002038654A (en) | Earthquake-resisting member | |
| JP3016799U (en) | Wooden building | |
| JP2018178509A (en) | Wooden two-way ramen structure | |
| JP4602031B2 (en) | Wall panel | |
| JP2023114278A (en) | Modular frame structure and modules used therefor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AK | Designated states |
Kind code of ref document: A1 Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE ES FI GB GD GE GH GM HR HU ID IL IN IS KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NO NZ OM PH PL PT RO RU SC SD SE SG SK SL TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW |
|
| AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): GH GM KE LS MW MZ SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LU MC NL PT SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG |
|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
| WWE | Wipo information: entry into national phase |
Ref document number: 2003706915 Country of ref document: EP |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 10502338 Country of ref document: US |
|
| WWP | Wipo information: published in national office |
Ref document number: 2003706915 Country of ref document: EP |