CN101111646A - building structure - Google Patents

Abstract

A building structure comprising a peripheral pipe frame as a main frame, wherein hexagonal structural units are rigidly connected in a honeycomb shape. The hexagonal structural units include columns and portions of beams or plates. Specifically, the hexagonal structural unit is bilaterally symmetrical, and two sides of the hexagonal structural unit are connected together by two batter posts inclined in opposite directions along a vertical line, and parts of the beam or the plate are respectively disposed at the upper and lower sides in the horizontal direction. Accordingly, the building structure of the present invention includes a pipe frame having a new basic structure, so that structural stability and shock resistance can be obtained in a building, particularly a high-rise and super high-rise building. The building structure of the present invention is superior to the conventional building structure in the stability and shock resistance, and further, has a greater degree of freedom in design than the conventional building structure.

Description

building structure

technical field

The present invention relates to building structures, and more particularly to building structures having tubular or skeletal structures.

Background technique

Frames (rahmen framc) (rigid frames) are traditionally the architectural constructs of well-known high-rise or supertall building structures. The frame consists of columns and beams connected in a three-dimensional lattice shape. However, the frame described above has the disadvantage of restricting the interior design to a great extent because of the beams installed between all the columns. Instead, a tube frame consists of a continuous series of columns mounted around the building's perimeter and beams connecting the columns. Pipe racks obtain a space in which there are no columns or beams. Therefore, it has the advantage of being extremely free in design. In addition, all buildings are formed in a tubular structure, so it is highly resistant to earthquakes and wind pressure.

In Patent Document 1, an outer peripheral tube frame (outer peripheral tube frame) is formed in which the center is a commonly used area and the outside is a residential area. A universal frame in the shape of a quadrilateral lattice between the perimeter beams. An inner pipe frame is formed in the commonly used area, and the inner pipe frame structure is composed of inner columns and inner beams between the inner columns. This reference patent 1 discloses a double-pipe structure having a peripheral pipe frame and an internal pipe frame.

Patent Document 2 also discloses a double-pipe structure having a peripheral pipe frame and an internal pipe frame. The peripheral pipe frame and the internal pipe frame are general frames.

Patent Document 3 discloses a building having a peripheral pipe frame provided with brackets intersecting a lattice of a general frame composed of vertical columns and horizontal beams. Inside the peripheral frame there are plank-like diaphragms to ensure its resistance and robustness, like conventional frames.

Traditionally, the honeycomb structure formed by the continuous connection of hexagonal cells has been recognized as a strong structure. The honeycomb structure is applied to different positions of buildings and building materials (structural units of buildings, such as beams or walls, etc.) (as disclosed in Patent Documents 4 and 5, etc.). For example, Patent Document 6 discloses that in a structure applied to a pipe frame, a honeycomb structure is formed by continuously connecting hexagonal units in a horizontal plane. It is known that the above-mentioned honeycomb structure is formed by vertically stacking studs.

Reference 1 discloses a building having a honeycomb steel structure disposed on a curved surface, and load-bearing columns in the building. In the honeycomb steel structure on the curved surface layer, the hexagonal lattices with the same shape are not evenly connected in a balanced manner. Each edge of the lattice is not a generic linear member (column, beam, etc.).

Patent Document 1: Unexamined Japanese Patent Application: No.2002-317565;

Patent Document 2: Unexamined Japanese Patent Application: No.2004-251056;

Patent Document 3: Unexamined Japanese Patent Application: No.H07-197535;

Patent Document 4: Unexamined Japanese Patent Application: No.H09-4130;

Patent Document 5: Unexamined Japanese Patent Application: No.H10-18431;

Patent Document 6: Unexamined Japanese Patent Application: No.H09-60301;

Reference 1: "Imagining Ground Zero" (p. 137) by Suzanne Stephens, translated by Hiroko Shimoyama, published by Eknowledge on December 1, 2004.

The basic structure of the traditional pipe frame is a universal frame with quadrilateral lattices connected to each other. The quadrangular lattice consists of vertical columns (columns) and horizontal beams. In order to ensure the structural stability and earthquake resistance of high-rise or super high-rise buildings, only one peripheral pipe frame is not enough. Therefore, the inner pipe rack is provided, and the columns of the peripheral pipe rack and/or the inner pipe rack are arranged at a certain density or more. Connect the outer pipe frame and the inner pipe frame with plates or specific beams. In addition, a secondary frame is incorporated inside the peripheral pipe frame. A plurality of peripheral pipe racks are continuously connected to each other. In most cases, the aforementioned various structural constraints are necessary. For example, in Patent Documents 1 and 2, at least a double-layer pipe frame is required, and in Patent Document 3, a horizontal flat plate-shaped diaphragm provided inside (peripheral frame) is required.

When the general frame composed of straight columns and horizontal beams as the basic structure of the pipe frame is used as a building unit and applied to high-rise buildings, especially super high-rise buildings, in order to ensure the strength of the building, various factors must be adjusted. limit. Therefore, the degree of freedom in design, which is the advantage of pipe racks, is reduced.

When a honeycomb structure is applied to a pipe frame, the honeycomb structure is arranged on a horizontal plane and formed by stacking vertical columns, as disclosed in Patent Document 6. Like a general frame, the uprights bear the weight in the vertical direction. In Reference 1, the honeycomb steel structure is provided on the surface layer; however, load-bearing columns must be provided inside, and the surface layer alone cannot bear all the weight.

Contents of the invention

It is therefore an object of the present invention to provide a building construction comprising a pipe frame having a novel basic structure which differs from that of conventional pipe frames. The object of the present invention is to ensure the stability and earthquake resistance of the building structures of high-rise and super high-rise buildings by employing a unique peripheral pipe frame in the building structures. The stability and earthquake resistance of the building structures of the present invention are superior to those of conventional building structures. Furthermore, the object of the present invention is to obtain a higher degree of freedom in design than conventional pipe frame structures.

As an embodiment of the present invention, the building structure of the present invention includes a peripheral pipe frame as a main frame in which each side of a hexagonal structural unit having six sides is shared with an adjacent unit , and each edge is rigidly connected to the adjacent cells of the honeycomb; where,

The left-right symmetry of the hexagonal structural unit, the two sides composed of two oblique columns inclined in opposite directions are connected together, and all beams or slabs are partially arranged on the upper side and the lower side along the horizontal direction.

As another embodiment of the present invention, the building structure of the present invention includes a plurality of panels as the main frame, the spacing between the panels is equal, and the spacing is equal to the height of the hexagonal structural unit.

As still another embodiment of the present invention, the building structure of the present invention includes a secondary frame in which the space between the panels is divided into four layers.

As a fourth embodiment of the present invention, the building structure of the present invention includes a plurality of plates as the main frame, and the spacing between the plates is equal, and the spacing is half of the height of the hexagonal structural unit one.

As a fifth embodiment of the present invention, the building structure of the present invention includes a sub-frame in which a space between panels is divided into two layers.

As the sixth embodiment of the present invention, the architectural structure of the present invention includes:

- a section with a number of plates as main frame with equal spacing between the plates equal to the height of the hexagonal structural elements;

- A section with a number of plates acting as the main frame with an equal spacing between the plates which is half the height of the hexagonal structural unit.

As the seventh embodiment of the present invention, the architectural structure of the present invention includes at least one column placed inside, which acts as a main frame and stands vertically in the peripheral pipe frame.

As an eighth embodiment of the present invention, the architectural structure of the present invention includes at least one inner frame as the main frame, wherein: the second hexagonal structural units are rigidly connected in a honeycomb shape in the peripheral pipe frame.

As a ninth embodiment of the present invention, the height of the second hexagonal structural unit in the architectural structure of the present invention is half of the height of the hexagonal structural unit of the peripheral pipe frame.

As the tenth embodiment of the present invention, in the architectural structure of the present invention, the plates or beams used as the main frame connect the peripheral pipe frame and the inner pipe frame.

As an eleventh embodiment of the present invention, the architectural structure of the present invention includes a plate as a main frame provided inside the inner pipe frame.

As a twelfth embodiment of the present invention, in the architectural structure of the present invention, the interior of the inner pipe frame is hollow.

As the thirteenth embodiment of the present invention, when a plate is provided as the main frame in the building structure of the present invention, the plate is a flat plate or a plate with beams.

As a fourteenth embodiment of the present invention, the building structure of the present invention includes a dome-shaped portion in which a plurality of pentagonal structural units are inserted on top of a peripheral pipe frame.

As the fifteenth embodiment of the present invention, the architectural structure of the present invention includes a pipe width changing part, and a plurality of pentagonal structural units are inserted into a part of the axial direction of the peripheral pipe frame; wherein, the peripheral pipe The width of the rack is narrower at the upper portion of the tube width changing portion than at the lower portion.

As the sixteenth embodiment of the present invention, the building structure of the present invention is an expanded building structure including a plurality of building structures, wherein a part of the hexagonal structural unit of each peripheral pipe frame is two phases adjacent building structures, and two adjacent building structures are connected to each other.

As a seventeenth embodiment of the present invention, the expanded building structure includes a plurality of building structures, wherein each building structure is separated from each other and connected together by beams or plates serving as a main frame.

As an eighteenth embodiment of the present invention, the building structure of the present invention includes two inclined peripheral pipe frames connected in an "X" or "∧" shape, wherein the two inclined peripheral pipe frames Each of them is rigidly connected by honeycomb-shaped hexagonal structural units to form the main frame.

As the nineteenth embodiment of the present invention, the architectural structure of the present invention is equipped with an inclined inner pipe frame as the main frame inside each of the two inclined peripheral frames, and the second inner pipe frame in the inner pipe frame The hexagonal structural units are rigidly connected to form a honeycomb.

The above summary of the present invention does not describe all possible features of the present invention, so the present invention is also possible in further combinations of these features described above.

Description of drawings

Fig. 1 A is the exterior perspective view of an embodiment of the architectural structure of the present invention;

Fig. 1 B is a partial enlarged view of an embodiment of the present invention;

Figure 1C is a top view of an embodiment of the present invention;

Fig. 2A is the display diagram of the structural comparison results of the building structure of the present invention and the traditional building structure;

Fig. 2B is a diagram showing the deformation comparison results of the building structure of the present invention and the traditional building structure;

Fig. 2C is a diagram showing the comparison results between the building structure of the present invention and the members involving deformation in the traditional building structure;

Fig. 2D is a comparison result showing the horizontal load stress of the building structure of the present invention and the traditional building structure;

Fig. 3 is the appearance perspective view of an embodiment of the present invention;

Fig. 4 is the appearance perspective view of an embodiment of the present invention;

Fig. 5 is the appearance perspective view of an embodiment of the present invention;

Fig. 6 is the appearance perspective view of an embodiment of the present invention;

Fig. 7 is the appearance perspective view of an embodiment of the present invention;

Figure 8 is an appearance perspective view of an embodiment of the present invention;

Fig. 9 is an external perspective view of an example in which a column is provided;

Figure 10 is a perspective view of the appearance of an example with an inner pipe rack;

Fig. 11 is the exterior perspective view of the example that is provided with inner pipe rack in the architectural structure of the present invention;

Figure 12 is a perspective view of the appearance of an example with an inner pipe rack;

Figure 13 is a perspective view of the appearance of an example with an inner tube holder;

Figure 14 is a perspective view of the appearance of an example with an inner pipe rack;

Figure 15 is a perspective view of the appearance of an example with an inner tube holder;

Figure 16 is a perspective view of the appearance of an example with an inner tube holder;

17 is an external perspective view of an example having a dome-shaped portion at its top;

Fig. 18 is an external perspective view of an example in which a pipe width changing portion is provided on a part of the peripheral frame;

Fig. 19 is an external perspective view showing an example of an expanded building structure comprising a plurality of building structures having the peripheral pipe frames in Figs. 1A-18;

20A is an exterior perspective view of a building structure having two sloped peripheral pipe frames connected in an "X" shape;

Figure 20B is a schematic cross-sectional view in the horizontal direction of the inclined peripheral pipe frame junction;

Figure 21 is an illustration of a secondary frame provided within the building construct or augmented building construct shown in Figures 1A-20.

Detailed ways

The present invention will be described below based on preferred embodiments. This description is not meant to limit the scope of the present invention, but to illustrate the present invention. All technical features and combinations thereof described in these embodiments are not essential essential elements of the present invention.

1A to 1C show an embodiment of the building structure of the present invention, FIG. 1A is a perspective view of the exterior, FIG. 1B is a partial enlarged view, and FIG. 1C is a top view.

Fig. 1A is the peripheral pipe frame 1, which is the main frame of the building structure. The peripheral tube frame 1 has a cylinder, ie a tube shape. The tubular barrel is formed by rigidly connecting honeycomb-like hexagonal structural units. The hexagonal structural unit includes six sides. The axis of the tube extends in the vertical direction. The main frame is the main part of the structure and the necessary main part based on the structural resistance. Each side of the hexagonal structural unit is a structural element of the main frame. The element is part of a column, beam, or section of a slab. In the illustrated example, all sides of the hexagonal structural element consist of columns and beams. In the illustrated example, the barrel is an angled barrel. However, the cartridge can also be a cylinder.

The architectural structure of the present invention is basically composed of hexagonal structural units, in which all the peripheral pipe frames 1 are connected into a honeycomb shape. Regardless of the method used, the scope of the invention includes all constructions incorporating structures other than hexagonal structural units into a part of the peripheral pipe frame 1 within the scope of the invention or as far as the mechanics of the structure allow.

FIG. 1B is an enlarged view of a portion of the peripheral pipe frame 1 in FIG. 1A . There is a hexagonal structural unit 10 in the figure, and the members constituting the main frame are the lower side 11, the upper side 12, the lower left side 13, the upper left side 14, the lower right side 15, and the upper right side 16 on the six sides. The hexagonal lattice is formed by connecting various members. In addition, one hexagonal structural unit 10 is surrounded by six hexagonal structural units of the same shape. Each slab is shared by the hexagonal structural units adjacent to that side. One-half of the height of the hexagonal structural unit is changed between column a and column b; column a is composed of a plurality of hexagonal structural units connected along the vertical direction G, and column b is composed of multiple Next to the column of hexagonal structural units connected along the vertical direction G. Columns a and b are arranged alternately along the circumference of the tube.

The hexagonal structural unit 10 has a symmetrical shape on the left and right sides, the two oblique columns are inclined in opposite directions along the vertical direction G, and the right side is composed of the lower right side 15 and the upper right side 16, and the lower right side 15 and the upper right side 16 Connected and located in the hexagonal structural unit 10, the lower right side 15 and the upper right side 16 are two oblique columns, the lower right side 15 is inclined at an angle α relative to the vertical direction G, and the upper right side 16 is also inclined α relative to the vertical direction G horn. The left side consists of a lower left edge 13 and an upper left edge 14 which are inclined similarly to the lower right edge 15 and the upper right edge 16 .

In the example shown in FIG. 1C, the planar shape of the peripheral pipe frame 1 is almost a quadrilateral. The faces of the hexagonal structural units 10 positioned at the four corners within the planar shape face toward the vertices of the quadrangle. Therefore, the four corners of the planar shape are jagged. The plane shape of the peripheral pipe frame 1 can be circular or any polygon. Also, the planar shape may be a shape including a concave portion.

In one example, the hexagonal structural unit 10 may consist of columns and beams. The lower left side 13, the upper left side 14, the lower right side 15, and the upper right side 16, these sides are oblique columns as mentioned above. The lower edge 11 and the upper edge 12 are beams or parts of the plate. There are rigid connections between columns, between columns and beams, and between columns and parts of slabs. Other known ways can also be used to connect between the columns, and parts of the columns and the plates.

The lower side 11 and the upper side 12 can be beams or parts of the board; or one of them is a beam and the other is a part of the board. A part of the plate, for example an end portion of the plate (see FIG. 4 below). When the plate protrudes like a cantilever from the peripheral pipe frame 1, a part of the plate is the root of the protruding part.

The slab used as the main frame can be a flat plate or a slab with beams. This is the case for an embodiment to be described below. A flat plate is preferred to a slab with beams in view of the unrestricted free space.

The size ratio of the hexagonal structural unit 10 can be set in various ways. For example, the height of the hexagonal structural unit 10 can be designed to be the height of one, two or four floors of a building, therefore, the structural unit has the superior performance of free space height. The hexagonal structural unit 10 is not necessarily a regular hexagon; the four sides located on the left and right sides are equal in length, and the upper and lower sides are equal in length.

2A to 2D are diagrams showing comparison results between the building structure of the present invention and the traditional building structure. Referring to Fig. 2A and Fig. 2B, the structural features of the architectural structure of the present invention will be described below. Figure 1A illustrates the building construction of the present invention with a peripheral pipe frame. Fig. 2A has shown the structural comparison result of building structure body of the present invention and traditional building structure body; Fig. 2B has shown the deformation comparison result of building structure body of the present invention and traditional building structure body under horizontal load; Fig. 2C has shown the present invention The comparison results of the building structure of the present invention and the members involved in deformation in the traditional building structure; Figure 2D shows the comparison results of the horizontal load stress of the building structure of the present invention and the traditional building structure.

In general, pipe frame structures are highly stable. A large number of columns (beams or slabs are partially inclined) are balancedly provided on the outer periphery of the pipe frame structure. The pipe frame has excellent shock resistance and wind pressure resistance. The architectural structure of the present invention not only has the characteristics of the traditional pipe frame, but also has the following effects: all columns are slanted columns, and the slanted columns are continuously connected in the up and down direction. Therefore, the pipe frame can bear the load in the vertical direction for a long time, and can also effectively bear the external force load in the horizontal direction in a short time. That is to say, the slanted column functions as both a pillar and a brace.

In the peripheral pipe frame composed of hexagonal structural units, the instantaneous bending stress acting on the column and beam (or part of the plate) caused by the load is larger than that acting on the traditional general-purpose column composed of straight columns and horizontal beams in the same situation. small in frame.

Fig. 2A (A) is a structural model of the peripheral pipe frame (hexagonal pipe frame) of the present invention, in which the hexagonal structural units are rigidly connected to form a honeycomb. Fig. 2A(B) is a general frame model, namely "studtube frame", which is composed of straight columns and horizontal beams. The following conditions of the hexagonal pipe rack and the straight column pipe rack in the figure are the same: the plane shape of the overall structural model (peripheral circumference 52.3m), plane size (area 193.1m ² ), and height (6m×5 floors=30m ). The number of intersections of columns and beams is also the same in both models. As shown in Figure 2A, all the columns in the straight-column racks are tilted in the hexagonal racks.

As the first structural analysis, Fig. 2B firstly compares the deformation of columns and beams within the scale of RC-500mm×500mm in the above two pipe frames. Specifically, it is to apply horizontal force on two kinds of pipe frames and analyze their deformation, which is necessary in the first structural design. As shown in Fig. 2B, the analysis result data shows that the maximum deformation of the straight-column pipe rack (B) is 50mm, while the maximum deformation of the hexagonal pipe rack (A) is 34mm. Therefore, the deformation of the hexagonal pipe frame is smaller than that of the straight-column structure, and the hexagonal-shaped pipe frame is stronger than the straight-column pipe frame.

As a second structural analysis, Fig. 2C compares the cross-sectional dimensions of column and beam members under the same deformation angle of 1/250 for the two pipe frames. The result is shown in the lower part of Figure 2C: the size of all columns and beams of the straight-column pipe frame (B) is RC-550mm×550mm, compared with the size of all columns and beams of the hexagonal pipe frame (A) It is RC-500mm×500mm. Therefore, in the case of equal structural strength, the cross-sectional dimensions of the columns and beams of the hexagonal pipe frame are smaller than those of the straight-column pipe frame, and the total volume of the structure of the hexagonal-shaped pipe frame can be reduced compared with the straight-column pipe frame.

As a third structural analysis, Figure 2D compares the stress values in the straight-column pipe frame and the hexagonal pipe frame under the same conditions. Figure 2D shows the bending moments for each column and each beam on the right side of each pipe frame. Typical data, expressed as instantaneous values, are listed at the lower right of each graph. The analysis results are: the column of the straight-column pipe frame (B) is 277kN m, and the beam is 393kN m; in comparison, the column of the hexagonal pipe frame (A) is 190kN m, and the beam is 365 kN m m. Therefore, the bending moments and stresses on the columns and beams of the hexagonal pipe frame are smaller; the structural units of the hexagonal form can be composed of smaller members, so that the overall volume of the structure can be reduced.

From the above analysis results, it can be seen that the peripheral pipe frame structure composed of hexagonal structural units rigidly connected into a honeycomb is stronger than the pipe frame structure of the general frame composed of straight columns and horizontal beams. Moreover, the shock resistance and wind pressure resistance of the peripheral pipe frame are superior. In the case of equivalent strength, the total volume of the peripheral pipe frame structure composed of hexagonal structural units rigidly connected into a honeycomb can be further reduced than that of the general frame pipe frame structure. Therefore, the former can save materials and resources, thereby saving costs.

The building structure of the present invention can be constructed with a variety of building materials, including wood, iron frame, RC, SRC, CET, reinforced concrete, and the like.

Figures 3 to 21 illustrate various embodiments of the building construction of the present invention, which are described below.

Similar to that shown in FIG. 1A , the building structure in FIG. 3 has a peripheral pipe frame 1 consisting of columns and beams. Inside the peripheral pipe frame 1 are provided a plurality of plates 21a and 21b. In the hexagonal structural units of a column connected in the vertical direction, the plates 21a are respectively connected to the beams 11a at the upper and lower sides. On the other hand, in the hexagonal structural units in column b adjacent to column a, the 21b are connected to the beams 11b at the upper and lower sides, respectively. Therefore, the distance in the vertical direction between the plate 21a in column a and the plate 21b in column b is half the height of the hexagonal structural unit.

In Fig. 3, the planar shape of the plate 21a connected with the beam 11a of the hexagonal structural unit in the a column has a concave, so that the end 21a2 of the plate 21a is separated from the plane of the hexagonal structural unit in the b column pointing behind it. The planar shape of the plate 21b connected to the beam 11b of the hexagonal structural unit in column b is also concave, so that the end 21b2 of the plate 21b points backward from the plane of the hexagonal structural unit in column a.

The building construction in Figure 4 has a peripheral pipe frame 2 made up of columns and parts of plates. In this embodiment, there are no beams at the upper and lower sides of the hexagonal structural units that are connected to each other in a row in the vertical direction; Portions 21a1) constitute the upper and lower sides of the hexagonal structural unit. On the other hand, there is no beam at the upper and lower sides of the hexagonal structural unit of the b column (column a) adjacent to it; Part 21b1) constitutes the upper and lower sides of the hexagonal structural unit. The boards 21a in column a and the boards 21b in column b are intersected so that the distance between the boards in the vertical direction is exactly half of the height of the hexagonal structural unit.

In FIG. 4 , the plate 21a connected to the hexagonal structural unit in column a has a concave in its planar shape, so that the end 21a2 of the plate 21a points backward from the plane of the hexagonal structural unit in column b. The plate 21b connected to the hexagonal structural unit in column b is also concave in planar shape, so that the end 21b2 of the plate 21b points to the rear from the plane where the hexagonal structural unit in column a is located.

The building structure in Fig. 5 has a peripheral pipe frame 1 inside which a plurality of panels 21a are provided. In the hexagonal structural units connected to each other in a row in the vertical direction, the plates 21a are connected to the beams 11a at the upper and lower sides. On the other hand, in the hexagonal structural unit of column b adjacent to column a, the plates are not connected to the beams 11b at the upper and lower sides.

Thus (in the embodiment of Fig. 5) the height H of the hexagonal structural units is the distance between the plates 21a. For example, if the space between the boards 21a is four stories high, then the space between the boards 21a can be divided into four floors by using the secondary frame described later. Each plate 21a in Fig. 5 is all designed to be able to cover a cross-section of the peripheral pipe frame.

Similar to that shown in FIG. 1A , the building structure in FIG. 6 has a peripheral pipe frame 1 composed of columns and beams, and a plurality of plates 21 a and 21 b are arranged inside the peripheral pipe frame 1 . In the hexagonal structural units of a column connected in the vertical direction, the plates 21a are connected to the beams 11a at the upper and lower sides. On the other hand, in the hexagonal structural unit in column b adjacent to column a, the 21b is connected to the beams 11b at the upper and lower sides. Therefore, the distance between the plates 21a and 21b is half of the height H of the hexagonal structural unit. If the space between the boards 21a and 21b is two stories high, the space between the boards 21a and 21b can be divided into two floors by using a secondary frame described later. Both plate 21a and plate 21b in FIG. 6 are designed to cover the entire cross-section of the peripheral pipe frame.

Similar to that shown in FIG. 1A , the building structure in FIG. 7 has a peripheral pipe frame 1 composed of columns and beams, and a plurality of plates 21 a and 21 b are arranged inside the peripheral pipe frame 1 . In the hexagonal structural units connected in the vertical direction a1, the plates 21a are connected to the beams 11a at the upper and lower sides. On the other hand, in the hexagonal structural unit in the b1 column adjacent (to the a1 column), the 21b is connected to the beams 11b at the upper and lower sides. Therefore, the distance between the plates 21a and 21b is half of the height H of the hexagonal structural unit.

In Fig. 7, the planar shape of the plate 21a connected to the beam 11a of the hexagonal structural unit in the a1 column is appropriately grooved, so that the end 21a2 is separated from the position of the hexagonal structural unit in the b1 column on the left side. The plane is pointing behind it. On the other hand, the end portion 21a3 of the plate 21a is located on the plane where the b2 column of hexagonal structural units on the right is located. The planar shape of the plate 21b connected to the beam 11b of the hexagonal structural unit in the b1 column is also appropriately grooved, so that its end 21b2 points to it from the plane where the hexagonal structural unit in the a1 column on the right is located. rear. On the other hand, the end portion 21b3 of the plate 21b is located on the plane where the a2-row hexagonal structural units on the left side are located.

When the planar shape of the plate 21a and plate 21b is as described above, on the plane where the hexagonal structural unit of the a1 column is located, in the interval between the plates, the part of the height H of the hexagonal structural unit and Part of the high 1/2H appears interactively.

The planar shape of each plate in each embodiment is shown in Fig. 3 to Fig. 7 . Plate sides which themselves serve as upper or lower sides of the hexagonal structural unit cannot be removed because they are part of the main frame. However, the planar shape of the other parts (of the plate) may be any shape within the limits of structural mechanics.

The architectural structure in FIG. 8 is provided with a plurality of inner columns 6 extending in the vertical direction inside the peripheral pipe frame 1 . The inner column 6 is a constituent element of the main frame. The number of the inner columns 6 may be one or more without limitation, but when there are multiple inner columns 6, the number of the inner columns 6 is preferably such that these inner columns 6 are symmetrical with respect to the center of the peripheral pipe frame 1 . The architectural construction of FIG. 8 is identical to the architectural construction of FIG. 5 except for the arrangement of the inner columns 6 . The inner column 6 penetrates each board 21a and supports each board 21a. The spacing between the plates 21a is equal to the height of the hexagonal structural unit.

The building structure in FIG. 9 is another structure in which a plurality of inner columns 6 are arranged inside the peripheral pipe frame 1 . Except for the arrangement of the inner columns 6, the building structure of Fig. 9 is identical to that of Fig. 6, and the spacing between the plates 21a is equal to half the height of the hexagonal structural unit.

The architectural structure of FIG. 10 includes an inner pipe frame 3 as a main frame, in which second hexagonal structural units 30 are rigidly connected in a honeycomb shape. The second hexagonal structural unit 30 also has two sides that make each of the two slanted columns (relative to the other) inclined in opposite directions, and the design of the two sides makes (the second hexagonal structural unit 30) left and right symmetry. Parts of arbitrary beams or plates are respectively provided on the upper and lower sides of the second hexagonal structural unit 30 along the horizontal direction. There are rigid connections between columns, between columns and beams, and between columns and parts of slabs, and the manners of rigid connections can be various known manners.

The second hexagonal structural unit 30 does not have to be exactly the same as the first hexagonal structural unit or the like constituting the peripheral pipe frame 1 . However, preferably, the height of the second hexagonal structural unit 30 is lower than that of the first hexagonal structural unit, and in the example of FIG. 10 , the former is half of the latter. In addition, the length of the upper and lower sides of the second hexagonal structural unit 30 is preferably shorter than the length of the upper and lower sides of the first hexagonal structural unit; the length of each side of the preferred second hexagonal structural unit 30 is shorter than that of the first hexagonal structural unit. The length of each side of the structural unit. Thus, the structure (made up of the second hexagonal structural units 30 ) is extremely strong, preferably the structure supporting the core of the building structure. When the inner pipe frame 3 is provided, the shared load (peripheral pipe frame) is adjusted, so the length of the columns and beams in this case can be shorter than when only the peripheral pipe frame 1 supports the building structure length. The second hexagonal structural unit 30 does not have to be a regular hexagon, but the lengths of the four sides on the left and right sides are equal, and the lengths of the two upper and lower sides are equal.

A plate as a main frame can be arranged inside the inner pipe frame 3, thereby making the structure stronger. The inside of the inner pipe frame 3 is empty, so elevators, utility piping rooms, stairs, ventilators or similar facilities can be set therein. Structures, regardless of whether they are constituent elements of the main frame, can be designed inside the inner pipe frame 3 , and these structures can be designed to share the load with the other main frame of the peripheral pipe frame 1 .

The inner pipe frame 3a, 3b, 3c and 3d are provided inside the peripheral pipe frame 1 of the architectural structure in Fig. 11 . The four inner tube frames are respectively arranged at four corners (of the peripheral tube frame 1 ) so as to be centrally symmetrical with respect to the center of the peripheral tube frame 1 . Each inner tube frame penetrates a plurality of plates 21 in the peripheral tube frame 1 ; the distance between the multiple plates is equal to the height H of the hexagonal structural unit of the peripheral tube frame.

The building structure of Figure 12 is provided with an inner pipe frame 3 at the center of the peripheral pipe frame 1, and the building structure of Figure 12 is to set a plurality of plates 21 in the building structure of Figure 10, and the inner pipe frame 3 penetrates The plurality of plates 21 ; the distance between the plurality of plates 21 is equal to the height H of the hexagonal structural unit of the peripheral pipe frame.

The architectural structure of Figure 13 is provided with an inner pipe frame 3 at the center of the peripheral pipe frame 1, and the architectural structure of Figure 13 is to set a plurality of plates 21 in the architectural structure of Figure 10, and the inner pipe frame 3 penetrates The plurality of plates 21 ; the distance between the plurality of plates 21 is equal to half of the height H of the hexagonal structural unit of the peripheral pipe frame.

The architectural structures of Figures 14 and 15 are provided with an inner pipe frame 3 in the center of the peripheral pipe frame 1, and a plate is provided inside the peripheral pipe frame 1, and the shape of the plate is changed.

The building structure of Fig. 16 is provided with inner pipe frame 3 in the center of peripheral pipe frame 1, and in Fig. 16, the outer end 21a1 of plate 21a is connected with beam 11a of peripheral pipe frame 1; The end portion 21a4 is connected to the column of the second hexagonal structural unit of the inner pipe frame 3, thereby constituting the lower side of the second hexagonal structural unit. In Fig. 16, the peripheral pipe frame 1 and the inner pipe frame 3 are connected into one body through a plate 21a.

In another preferred embodiment, the outer pipe frame can be connected to the inner pipe frame through a beam as the main frame (not shown in the figure).

In yet another preferred embodiment, the plates connected to the outer pipe frame can be arranged crosswise with the inner pipe frame. (not shown in the figure).

In the building structure of Fig. 17, a plurality of pentagonal structural units 40 are inserted on top of the peripheral pipe frame 1, thereby forming a dome-shaped part 4 which closes the top of the pipe frame. In FIG. 17 , the pentagonal structural units 40 are inserted in each row around the pipe frame. As shown in Figure 17, the top of the pipe frame can be closed by properly inserting a pentagonal structural unit; no matter whether the planar shape of the peripheral pipe frame 1 is a circle or other shapes (such as polygons, etc.) other than a circle, the The top of the pipe rack can be closed.

In the architectural structure of FIG. 18 , a plurality of pentagonal structural units 50 are inserted in a part of the peripheral pipe frame 1 in the axial direction, so that the architectural structure has a pipe width changing portion 5 with reduced pipe width. In FIG. 18, vertices of every two pentagonal structural units 50 are joined together in the up-down direction. The junction portions of the vertices are inserted in each column in the peripheral direction of the pipe frame. When the planar shape (of the tube holder) is circular, the tube width is the (circular) diameter. When the planar shape is a shape other than a circle (polygon, etc.), the tube width is an average diameter, an extended width, or the like. The tube width of the upper part of the tube width changing part is narrower than that of the lower part. This building structure is superior in reducing the load on the upper floors of high-rise or super high-rise buildings. The pipe width changing portion 5 may be provided at a plurality of locations in the axial direction of one peripheral pipe frame.

FIG. 19 is an external perspective view showing an example of an expanded building structure including a plurality of building structures having peripheral pipe frames in FIGS. 1A to 18 . In FIG. 19, four building structures 1a, 1b, 1c, and 1d are arranged at four corners, spaced apart from each other. The four building structures 1a, 1b, 1c and 1d are connected together with a plurality of plates 24 as main frames. In this embodiment, a single architectural construct acts as a column for the augmented architectural construct. Each building construct can also be connected by beams.

As another preferred embodiment of an augmented building structure having a plurality of building structures of Figures 1A-18, each of which is contiguous. Since the building structures are connected together, a portion of the hexagonal structural units of the peripheral pipe frame of each of two adjacent building structures is common to both (not shown in the figure). The expanded architectural structure is composed of a plurality of architectural structures connected in a chain.

The building structure in Figure 20A is provided with two inclined peripheral pipe frames connected in an "X" shape, and the main frame is formed by connecting the hexagonal structural units 70 of the two honeycomb-shaped inclined peripheral pipe frames 7a and 7b . Fig. 20B is a schematic cross-sectional view in the horizontal direction of the junction of the two inclined peripheral pipe frames 7a and 7b. The axis of each inclined peripheral pipe frame 7a and 7b is inclined and extends in the vertical direction. The tendency of the hexagonal structural unit 70 is the same as that of the hexagonal structural unit of the peripheral pipe frame in FIGS. 1A-18 . The hexagonal structural unit 70 is provided with two sides formed by two slanted columns inclined in opposite directions and connected together. The two slanted columns are inclined in opposite directions along the vertical line and are designed as bilateral symmetry. Parts of all the beams or slabs respectively constitute the upper and lower sides of the hexagonal structural unit 70 in the horizontal direction. Between the column and the column, between the column and the beam, between the column and the part of the plate, all are rigidly connected, and the manner of the rigid connection can be various known manners.

In addition to being connected in an X shape, two inclined peripheral pipe frames can also be connected in a Λ shape at the top. A building structure consisting of two inclined peripheral pipe frames connected in an X-shape or a Λ-shape has excellent earthquake resistance and wind pressure resistance.

The architectural structure in Fig. 20A also includes inclined inner pipe frames 8a and 8b within two inclined peripheral pipe frames 7a and 7b, which are formed by combining their honeycombed second hexagonal structural units. 80 rigid connections to form the main frame. The tendency of the second hexagonal structural unit 80 is the same as that of each second hexagonal structural unit of the inner tube frame in FIGS. 11-16 . That is to say, the second hexagonal structural unit 80 has a movement composed of two connected slanted columns, the two slanted columns are inclined in opposite directions along the vertical line, and are designed to be left-right symmetrical. Parts of all the beams or slabs constitute the upper and lower sides of the hexagonal structural unit 80 respectively. There are rigid connections between columns, between columns and beams, and between columns and parts of slabs, and the manners of rigid connections can be various known manners.

In a preferred embodiment, the inclined inner tube frames 8a and 8b do not overlap at the junction of the inclined peripheral tube frames 7a and 7b; When they are separated, the inclined inner pipe frames 8a and 8b are connected directly; and when they are separated, the inclined inner pipe frames 8a and 8b are connected through plates or beams as the main frame. The plates or beams as the main frame may be arranged in the inclined inner pipe frames 8a and 8b. The insides of the inclined inner pipe racks 8a and 8b are empty, so elevators, public equipment piping rooms, etc. can be installed therein.

Figure 21 simply shows a building structure containing secondary frames 25a, 25b and 25c, said secondary frame is located on the peripheral pipe frame or slope of the building structure or extended building structure shown in Figures 1A-20 The inside of the peripheral pipe rack. The spacing between the plates 21 of the main frame is equal to the height of the hexagonal structural unit (as shown in Figure 21 (A)), and the spacing between the plates is equivalent to the height of the four floors of the building; therefore, between the plates 21a of the main frame The space between is divided into four floors by three boards 25a, 25b and 25c.

As shown in FIG. 21(B), plates 21 are provided at the upper and lower sides of the hexagonal structural unit. When the height of the hexagonal structural unit is four stories high, all or part of the three secondary frames 25a, 25b and 25c can be separated or connected together. The protrusions 26a, 26b and 26c for receiving the secondary frame are provided inside the slanted columns at the left and right sides of the hexagonal structural unit.

As shown in Figure 21 (C), the midpoint of the height of the hexagonal structural unit is provided with a plate 21 of the main frame, and when the height of the hexagonal structural unit is four stories high, two secondary frames 25a All or part of 25c and 25c may be separated, or may be connected together.

The secondary frame is a part of the structure that supports each of the structurally divided floors, but the secondary frame does not have to be earthquake and wind pressure resistant, so the secondary frame can be properly separated and connected. By employing a secondary frame, a high degree of (design) freedom in two and three dimensions is achieved.

In the building structure with the basic structure of the present invention, the peripheral pipe frame of the main frame is formed by rigid connection of honeycomb-shaped hexagonal structural units; the main frame constitutes the main part of the building structure and supports the The basic main part of a structure. Each hexagonal structural unit is in the shape of a hexagonal lattice, and when the hexagonal structural units are rigidly connected to form a honeycomb, each side of the hexagonal lattice is shared by its adjacent lattices. The rigidly connected body of the honeycomb is tubular, allowing an extremely strong tube frame. Each hexagonal structural unit is composed of members of the main frame, such as a part of a column or a slab. As mentioned above, in the peripheral pipe frame composed of hexagonal structural units of the present invention, the beam (or part of the plate) is discontinuous in the horizontal direction, and the column is composed of continuous oblique columns in a zigzag shape. These features are completely different from Tube frame for traditional frame. The outer peripheral surface of the pipe frame in the peripheral pipe frame made of hexagonal structural units of the present invention is made of a honeycomb structure. This feature is different from the traditional hexagonal pipe frame. A honeycomb structure is set on it, and it is piled up by a straight column.

As the main frame of a high-rise or super high-rise building, in the building structure of the present invention, the only peripheral pipe frame can obtain the stability and earthquake resistance of the whole building structure; Partition boards, or internal support columns in the aforementioned traditional technology; thereby reducing the volume of the structural material, shortening the construction time, and obtaining a free internal space. The honeycomb connection structure of the hexagonal unit is different from the conventional technology, but has one feature that is the same as that of rigidly connected carbon nanotubes in which carbon atoms are connected in a honeycomb shape, and carbon nanotubes The overall shape is tubular, and carbon nanotubes have high stability, especially when bent or stretched.

In the building structure of the present invention, the pipe frame has an extremely high bearing capacity for horizontal loads in any orientation. The pipe frame maintains a balanced stable connection between all columns and beams (or parts of the plate) within the peripheral pipe frame formed by hexagonal structural units. Thus, the loads induce less stress at the column and beam (or local slab) connections of the inventive pipe frame than they do in the peripheral pipe frame of a general purpose frame. This is because part of the bending stress has been transferred to the axial force of the member (slanted column, beam, etc.) and transmitted. General-purpose RC and other structural members are very strong under pressure, so they are better than bearing axial forces.

Structural analysis results show that the deformation caused by the same horizontal load on the peripheral pipe frame composed of hexagonal structural units is smaller than that on the traditional peripheral pipe frame composed of a general frame with straight columns and horizontal beams. The hexagonal structural units are rigidly connected into the honeycomb shape of the present invention. Thus, the peripheral pipe frame of the present invention can use thinner columns and beams than conventional peripheral pipe frames with the same deformation under horizontal loading; the result is a reduction in the overall volume and cost of the structure.

Structural analysis results also show that the horizontal loads act on each side of the (inventive) structural unit with a smaller bending moment than on the peripheral pipe frame consisting of a conventional frame with straight columns and horizontal beams. Thus, the loads are reduced, allowing (the invention) to employ thinner columns and beams than conventional peripheral pipe frames while producing the same bending moment; this also results in a reduction in the overall volume and cost of the structure.

Along the vertical direction, every two slanted columns are continuously connected in a Z shape. There are two slanted columns on the left and right sides of the hexagonal structural unit. The two slanted columns play the role of pillars and support frames, effectively maintaining Withstand vertical load. In addition, the two slanted columns are also subjected to short-term external loads, such as loads in a horizontal direction other than the vertical direction.

All parts of the members constituting the front face of the peripheral pipe frame of the present invention are linear members, so openings can be easily provided.

Basically, the structure is composed of a large number of hexagonal structural units of the same shape, so the size and shape of all columns and beams can be unified into one or more; thus, the building structure can be improved, the construction time can be shortened, and the construction cost can be reduced.

The hexagonal structural unit of the present invention is preset and unified into a reinforced concrete structure such as prefabricated concrete; thus, the building structure can be improved, the construction time can be shortened, and the construction cost can be reduced.

The honeycomb structure composed of hexagonal structural units is used as a peripheral pipe frame, which makes the building visually beautiful.

The spacing between the plurality of boards serving as the main frame is the same, and the spacing is equivalent to the height of the hexagonal structural unit. In another embodiment, the distance between the plates is half of the height of the hexagonal structural unit. The entire building structure can be greatly strengthened by providing the plate as the main frame; thus the load of the peripheral pipe frame can be reduced. The dimensions of the columns and beams of the peripheral pipe frame can be appropriately reduced. As other elements of the main frame are added to the peripheral pipe frame, the load rate can be adjusted by adjusting the design and size of the members used, etc.

In an embodiment of the present invention, a secondary frame may be provided in the building structure of the present invention, and the secondary frame divides the space between the panels into four layers, or two layers. The secondary frame is also part of the construct. Primarily, the secondary frame serves to support each floor without necessarily being shock and wind resistant. Therefore, the secondary frame can be connected at any position between the plates of the main frame, and can also be separated at any position between the plates, thereby having a high degree of freedom in two-dimensional and three-dimensional space.

When the height of the hexagonal structural unit is the height of four floors of the building, in fact every two floors are alternately provided with beams (because only one half of the unit height changes once, and the height change exists in multiple hexagons. between the column formed by the hexagonal structural unit and the column adjacent to the column formed by the plurality of hexagonal structural units). Therefore, two-story or four-story spaces can be easily set up within the main frame.

In one embodiment of the invention, there is provided a building structure that is a combination of two parts; one part has a plurality of plates as the main frame, the distance between the plates is the height of the hexagonal structural unit; the other part There are also a plurality of plates used as the main frame, and the distance between the plates is half the height of the hexagonal structural unit. In this case, the same effect and a further advantage: a high variety of interior designs can be allowed.

In one embodiment of the present invention, the architectural structure of the present invention includes at least one column placed inside, which serves as the main frame, standing in the vertical direction in the peripheral pipe frame, so that the architectural structure can be greatly enhanced The strength of the body, especially the strength under the vertical load can be enhanced. Therefore, through the above design, the load of the peripheral pipe frame can be reduced, and the size of the columns or beams of the peripheral pipe frame can also be appropriately reduced.

In one embodiment of the invention, the building construction of the invention comprises at least one internal frame consisting of a second hexagonal structural unit inside a peripheral pipe frame; thus, said building construction is double-layered Pipe rack. The inner pipe frame is formed by rigidly connecting the second hexagonal structural units in a honeycomb shape, like the peripheral pipe frame. The hexagonal structural unit and the second hexagonal structural unit do not always have the same shape. By providing the inner pipe frame, the building structure of the present invention becomes stronger. Therefore, through the above design, the load of the peripheral pipe frame can be reduced, and the size of the columns or beams of the peripheral pipe frame can also be appropriately reduced.

In one embodiment of the present invention, the height of the second hexagonal structural unit of the inner pipe frame is half of the height of the hexagonal structural unit of the outer pipe frame. The height of the second hexagonal structural unit is shortened, so that the corresponding slanted columns on each side are shortened. Therefore, through the above design, the building structure of the present invention becomes more resistant to bending or stretching. powerful. In addition, the plate or beam can be easily installed at the assembly point of the hexagonal structural unit and the second hexagonal structural unit in the vertical direction (the lower side or the upper side are at the same horizontal position).

The outer pipe frame and the inner pipe frame can be connected by plates or beams as the main frame, thereby greatly improving the strength of the entire building structure.

The building structure of the present invention may include a plate as a main frame inside the inner pipe frame, which can greatly increase the strength of the inner pipe frame.

The interior of the inner pipe frame is empty so that various constructional elements can be placed therein, such as elevators, utility closets, stairs, ventilators or the like. In the building construction of the invention, said single peripheral pipe frame is able to support all the weight, thus providing a high degree of free space within the core.

The board used as the main frame can be a flat board or a board with beams. If it is set as a flat board, there will be no beams in the residence, and if it is used as a board with beams, the size of the board will be smaller.

In one embodiment, the building construct of the present invention includes a dome-shaped portion into which a plurality of pentagonal structural units are inserted on top of a peripheral pipe frame. Thus, the top of the building can be closed in the shape of a dome; other different designs are also possible. The connection state of the pentagonal structural unit insertion portion and the hexagonal structural unit is a state in which no detrimental deflection or stress is generated. Therefore, there is no problem in terms of strength in the above-mentioned building structure.

The architectural structure of the present invention may include a pipe width changing portion in which a plurality of pentagonal structural units are inserted into a portion in the axial direction of the peripheral pipe frame; thereby, the peripheral pipe frame The width of the shelf can be reduced from the bottom to the top. For example, in order to reduce the load from the top of a high-rise or super high-rise building, it is useful to install a pipe width changing section to reduce the top floor section. Different designs are also possible, for example, when the planar shape (of the building structure) is a circular tube, the width of the peripheral pipe frame corresponds to the diameter (of the circular tube); when the planar shape is a polygonal tubular shape, the peripheral The width of the pipe rack corresponds to the mean diameter or extended length. The connection state of the pentagonal structural unit insertion portion and the hexagonal structural unit is a state in which no detrimental deflection or stress is generated. Therefore, there is no problem in terms of strength in the above-mentioned building structure.

The present invention also provides an augmented building structure comprising a plurality of building structures each having the aforementioned structural strength. In addition, each building structure is connected by beams or slabs as the main frame; therefore, the entire augmented building structure has excellent resistance to earthquakes, wind pressure, and bending or twisting caused by horizontal loads Deformation performance.

In another embodiment, two inclined peripheral pipe frames with hexagonal structural units rigidly connected into a honeycomb shape are connected to each other in an "X" shape or a "∧" shape; therefore, the structure has excellent shock resistance , wind pressure resistance, and resistance to bending or twisting deformation caused by horizontal loads.

Inside each of the above-mentioned two inclined peripheral pipe frames connected in an "X" shape or a "∧" shape, an inclined inner pipe frame as a main frame is provided. In the main frame, the second six sides The structural units are rigidly connected to form a honeycomb. Through the above design, the strength of the building structure can be greatly improved. In addition, each inclined inner pipe frame as the main frame can be adjoined. Each inclined inner tube frame can be directly connected, or connected by plates or beams. Further, various structural elements, such as elevators, utility piping rooms, etc., can be arranged inside the inner pipe frame.

Although the present invention has been described above in the manner of the embodiment, it is conceivable that those skilled in the art can still make many changes and substitutions to the present invention on the basis of not departing from the spirit of the present invention, and this part scope of the present invention only defined in the claims.

Claims (19)

1. A building structure, characterized in that it includes a peripheral pipe frame as a main frame in which each side of a hexagonal structural unit with six sides is shared with an adjacent unit, and Each of the sides is rigidly connected with the honeycomb-shaped adjacent unit; wherein, the hexagonal structural unit is left-right symmetrical, and two sides composed of two oblique columns inclined in opposite directions are connected together, and all Parts of the beams or slabs are arranged horizontally on the upper and lower sides, respectively. 2. The building structure according to claim 1, characterized in that it comprises a plurality of panels as the main frame, the spacing between the plurality of panels is equal, and the spacing is the height of the hexagonal structural unit. 3. The building structure of claim 2, comprising a secondary frame in which the space between the panels is divided into four levels. 4. The building structure according to claim 1, characterized in that: it comprises a plurality of panels as the main frame, the spacing between the panels is equal, and the spacing is 1/2 of the height of the hexagonal structural unit . 5. The building construction of claim 4, comprising a secondary frame in which the space between the panels is divided into two levels. 6. The building structure of claim 1, comprising: A section has a plurality of plates as the main frame with an equal distance between the plates, said distance being the height of the hexagonal structural unit; The other part has a plurality of plates serving as the main frame with equal spacing between them, said spacing being half the height of the hexagonal structural unit. 7. The architectural structure according to any one of claims 1-6, characterized in that it includes at least one column placed inside, which serves as the main frame and stands vertically in the peripheral pipe frame . 8. The building structure according to any one of claims 1-7, characterized in that it comprises at least one inner pipe frame as the main frame, wherein the second hexagonal structural elements are rigidly connected in the peripheral pipe frame Into a honeycomb shape. 9. The architectural structure according to claim 8, wherein the height of the second hexagonal structural unit is half of the height of the hexagonal structural unit. 10. The building structure according to claim 8 or 9, characterized in that: the outer pipe frame and the inner pipe frame are connected by plates or beams as the main frame. 11. A building structure according to any one of claims 8-10, characterized in that it comprises a plate as the main frame arranged inside the inner pipe frame. 12. The building structure according to any one of claims 8-10, characterized in that the interior of the inner pipe frame is hollow. 13. The building structure according to any one of claims 1-12, characterized in that: when the building structure is provided with the plate as the main frame, the plate is a flat plate or a plate with beams. 14. A building structure according to any one of claims 1-13, characterized in that the building structure comprises a dome-like portion in which a plurality of pentagonal structural elements are inserted into the peripheral pipe frame top. 15. The architectural structure according to any one of claims 1-14, characterized in that it includes a pipe width changing part, and a plurality of pentagonal structural units are inserted into a part in the axial direction of the peripheral pipe frame ; Wherein, the width of the peripheral tube frame at the upper part of the tube width changing part is narrower than that at the lower part. 16. The extended building structure according to any one of claims 1-15, characterized in that it comprises a plurality of building structures, wherein the number of hexagonal structural units of a part of each peripheral pipe frame is two Common to adjacent building constructs, and two adjacent building constructs are connected to each other. 17. The augmented building structure according to any one of claims 1-15, characterized in that it comprises a plurality of building structures, wherein each building structure is spaced from each other and is formed by beams or as the main frame boards are connected together. 18. A building structure, characterized in that it includes two inclined peripheral pipe frames as the main frame, and the two inclined peripheral pipe frames are connected into an "X" shape or a "∧" shape, wherein the two inclined Each of the peripheral pipe frames is rigidly connected by honeycomb-shaped hexagonal structural units. 19. The building structure according to claim 18, characterized in that: inside each of the two inclined peripheral frames, an inclined inner pipe frame as the main frame is provided, in which there is a second The hexagonal structural units are rigidly connected to form a honeycomb.

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