[go: up one dir, main page]

US20060242922A1 - Multi-element constructional assembly - Google Patents

Multi-element constructional assembly Download PDF

Info

Publication number
US20060242922A1
US20060242922A1 US11/116,092 US11609205A US2006242922A1 US 20060242922 A1 US20060242922 A1 US 20060242922A1 US 11609205 A US11609205 A US 11609205A US 2006242922 A1 US2006242922 A1 US 2006242922A1
Authority
US
United States
Prior art keywords
ridges
grooves
recited
assembly
constructional
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.)
Abandoned
Application number
US11/116,092
Inventor
Lakdas Nanayakkara
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US11/116,092 priority Critical patent/US20060242922A1/en
Publication of US20060242922A1 publication Critical patent/US20060242922A1/en
Priority to US12/940,211 priority patent/US20120036813A9/en
Priority to US14/689,902 priority patent/US9340977B2/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material

Definitions

  • the present invention relates to a constructional element with corrugated central surface.
  • corrugated panels as an element in a wall or floor assembly has had only limited use, which has generally been that of end supports or foundation elements in a position transverse to the end of a support beam or the like. The same is reflected in such references as U.S. Pat. No. 6,205,727 (2001) to Butler, entitled Interlocking Corrugated Panel Wall Cast In-Situ.
  • the present invention recognizes the potential application of so-called narrow gauge steel, i.e., steel having a gauge in a range of about 1 to about 3 mm. for the formation of a surface having a repetitive sequence of ridges and grooves, e.g., corrugations.
  • narrow gauge steel i.e., steel having a gauge in a range of about 1 to about 3 mm.
  • such elements are employed as a center support means and truss substitute within a larger constructional assembly in the nature of an internal part of a support panel of a larger structure.
  • the prior art does not, to the knowledge of the inventor, suggest such a constructional assembly or the use of corrugated narrow gauge steel in such a fashion.
  • the inventive constructional assembly comprises a first rigid member in the nature of a wood beam or sheet of plywood; a metallic surface formed of a material such as narrow gauge steel having a repetitive sequence of ridges and grooves therein, in which one side of said surface is secured to said first rigid members; and a second rigid member formed of a material such as wood, secured to an opposite side of said corrugated surface.
  • the corrugations may take a variety of geometries including, without limitation, a sinusoidal pattern, trapezoidal pattern, saw tooth pattern, square wave pattern, or a pattern of triangular ridges and flat grooves.
  • said surface of corrugated narrow gauge steel may be provided with a plurality of holes or apertures sufficient to permit passage of wires and conduits therethrough.
  • FIG. 1 is a schematic xy plane view of a prior art ceiling and floor assembly.
  • FIG. 2 is a perspective view of a sheet of corrugated narrow gauge steel suitable for use in the present invention.
  • FIG. 3 is a perspective view, similar to that of FIG. 1 however showing the provision of a corrugated sheet with a plurality of apertures.
  • FIG. 4 is an x-z plane cross-sectional view of a first embodiment of the inventive constructive assembly.
  • FIGS. 5 thru 8 are cross-sectional views showing various patterns of corrugations which may be employed in the practice of the invention.
  • FIG. 10 is an xz plane, cross-sectional view taken along Line 10 - 10 of FIG. 9 .
  • FIG. 1 With reference to the schematic view of FIG. 1 , there is show a prior art, truss-supported system wherein a floor 22 is secured above a ceiling 24 through use of a series of triangular steel trusses 26 .
  • This technology traditionally employs medium gauge steel elements 28 and, as such, requires extending welding at joints 30 of the system.
  • conduits could be horizontally positioned within spaces 32 , however the vertical exiting or positioning of conduits between floors constituted a labor and cost-intensive exercise.
  • the present invention utilizes narrow gauge steel in a range of gauges between about 22 and about 14 , that is, between about 1 and 3 millimeters, as a support and spacing surface between a first rigid member or surface, preferably a wood beam 54 or wood-like material, and a second oppositely disposed wood beam 56 or wood-like beam or surface. See FIG. 9 . More particularly, a surface 40 (see FIG. 2 ) having a repetitive sequence of ridges 42 and grooves 44 formed of a narrow gauge sheet of stainless steel in shown in FIG. 2 . In FIG. 3 is shown such a steel sheet 140 of smaller z-axis dimension which, however, has been provided with a plurality of openings or apertures 46 having an edge dimension 50 .
  • a similar view, showing the use of square apertures 48 is shown in the plan view of FIG. 4 .
  • the diameter of an aperture 48 often falls in a range of about 3 to 4 ridge and groove diameters in general, can have a length in a range of between about 50 to about 250 mm. This dimension is also applicable to said edges 50 of the square apertures shown in FIG. 3 .
  • Said ridges and grooves themselves will typically have a diameter or edge dimension of about 15 to 75 millimeters, and the depth of grove typically will also fall in a range of about 15 to about 75 mm.
  • FIGS. 5 to 8 are shown alternate xy plane cross-sections of the ridge-and-groove pattern shown in FIGS. 24 . More particularly, FIG. 5 shows a sinusoidal pattern 62 , FIG. 6 a trapezoidal pattern 64 , FIG. 7 a saw tooth pattern 66 , and FIG. 8 a square wave pattern 68 which is taken along Line 8 - 8 of FIG. 4 . Therefrom it may be appreciated that a wide range of undulating or corrugated patterns may be employed with respect to the narrow gauge steel sheet 40 or 140 employed in the present invention.
  • FIG. 9-11 there is shown use of the trapezoidal pattern 64 of FIG. 6 having ridges 42 and grooves 44 associated therewith. Further shown in said figures is the manner in which an upper wood beam 54 may be attached, as by riveting 66 , to ridge 42 while a lower wood beam 56 is similarly attached to the bottom of each groove 44 .
  • said holes 48 may be placed within the corrugated structure of sheet 64 so as to provide for conduit space 58 between a ceiling 57 and wall floor 59 of a larger constructional system 60 .
  • an assembly of the type shown in FIG. 11 may readily be employed in a vertical orientation as an interior wall or panel to thereby provide a cost-effective, exceedingly stable constructional element provided with all necessary conduit space prior to construction.
  • combinations of the above may be employed in a horizontal xy plane in selected locations within a structure to provide for pre-formed constructional conduits which electrical wiring, plumbing, air ducts, data lines and the like may be readily passed therethrough during the construction process.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A constructional assembly includes a first rigid member, such as a wood beam or surface; a metallic surface having a repetitive sequence of ridges and grooves, one side of the surface secured to one side of the rigid member, and a second rigid member secured to an opposite side of the metallic surface. The repetitive sequence of ridges and grooves may employ a variety of geometries or corrugations, inclusive of patterns which are sinusoidal, trapezoidal, saw tooth, square wave, and triangular. This assembly is exceedingly stable, light, economical, and may be readily provided with internal apertures providing pre-formed passageways thru which electrical wiring, plumbing, air ducts, data lines and the like may be readily passed during the construction of a building.

Description

    BACKGROUND OF THE INVENTION
  • 1. Area of the Invention
  • The present invention relates to a constructional element with corrugated central surface.
  • 2. Prior Art
  • Use of corrugated panels as an element in a wall or floor assembly has had only limited use, which has generally been that of end supports or foundation elements in a position transverse to the end of a support beam or the like. The same is reflected in such references as U.S. Pat. No. 6,205,727 (2001) to Butler, entitled Interlocking Corrugated Panel Wall Cast In-Situ.
  • The present invention recognizes the potential application of so-called narrow gauge steel, i.e., steel having a gauge in a range of about 1 to about 3 mm. for the formation of a surface having a repetitive sequence of ridges and grooves, e.g., corrugations. Therein, such elements are employed as a center support means and truss substitute within a larger constructional assembly in the nature of an internal part of a support panel of a larger structure. The prior art does not, to the knowledge of the inventor, suggest such a constructional assembly or the use of corrugated narrow gauge steel in such a fashion.
  • SUMMARY OF THE INVENTION
  • The inventive constructional assembly comprises a first rigid member in the nature of a wood beam or sheet of plywood; a metallic surface formed of a material such as narrow gauge steel having a repetitive sequence of ridges and grooves therein, in which one side of said surface is secured to said first rigid members; and a second rigid member formed of a material such as wood, secured to an opposite side of said corrugated surface. The corrugations may take a variety of geometries including, without limitation, a sinusoidal pattern, trapezoidal pattern, saw tooth pattern, square wave pattern, or a pattern of triangular ridges and flat grooves.
  • It is an object of the invention to provide a composite constructional assembly in which a corrugated surface of a narrow gauge steel is secured between upper and lower elements of a material such as wood.
  • It is another object to provide a constructional assembly of the above type, said surface of corrugated narrow gauge steel may be provided with a plurality of holes or apertures sufficient to permit passage of wires and conduits therethrough.
  • It is a further object to provide an assembly that can form a wall, panel, or part of a ceiling and floor.
  • The above and yet other objects and advantages of the present invention will become apparent from the hereinafter set forth Brief Description of the Drawings, Detailed Description of the Invention and claims appended herewith.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a schematic xy plane view of a prior art ceiling and floor assembly.
  • FIG. 2 is a perspective view of a sheet of corrugated narrow gauge steel suitable for use in the present invention.
  • FIG. 3 is a perspective view, similar to that of FIG. 1 however showing the provision of a corrugated sheet with a plurality of apertures.
  • FIG. 4 is an x-z plane cross-sectional view of a first embodiment of the inventive constructive assembly.
  • FIGS. 5 thru 8 are cross-sectional views showing various patterns of corrugations which may be employed in the practice of the invention.
  • FIG. 9 is a schematic xy plane showing the use of a trapezoidal pattern of corrugations between the upper and lower rigid wood surfaces of the assembly.
  • FIG. 10 is an xz plane, cross-sectional view taken along Line 10-10 of FIG. 9.
  • FIG. 11 is a view of the inventive constructional assembly mounted upon one floor of a multi-story building under construction.
  • DETAILED DESCRIPTION OF THE INVENTION
  • With reference to the schematic view of FIG. 1, there is show a prior art, truss-supported system wherein a floor 22 is secured above a ceiling 24 through use of a series of triangular steel trusses 26. This technology traditionally employs medium gauge steel elements 28 and, as such, requires extending welding at joints 30 of the system. In such prior art, conduits could be horizontally positioned within spaces 32, however the vertical exiting or positioning of conduits between floors constituted a labor and cost-intensive exercise.
  • The present invention utilizes narrow gauge steel in a range of gauges between about 22 and about 14, that is, between about 1 and 3 millimeters, as a support and spacing surface between a first rigid member or surface, preferably a wood beam 54 or wood-like material, and a second oppositely disposed wood beam 56 or wood-like beam or surface. See FIG. 9. More particularly, a surface 40 (see FIG. 2) having a repetitive sequence of ridges 42 and grooves 44 formed of a narrow gauge sheet of stainless steel in shown in FIG. 2. In FIG. 3 is shown such a steel sheet 140 of smaller z-axis dimension which, however, has been provided with a plurality of openings or apertures 46 having an edge dimension 50. A similar view, showing the use of square apertures 48, is shown in the plan view of FIG. 4. Therefrom it may be appreciated that the diameter of an aperture 48 often falls in a range of about 3 to 4 ridge and groove diameters in general, can have a length in a range of between about 50 to about 250 mm. This dimension is also applicable to said edges 50 of the square apertures shown in FIG. 3. Said ridges and grooves themselves will typically have a diameter or edge dimension of about 15 to 75 millimeters, and the depth of grove typically will also fall in a range of about 15 to about 75 mm.
  • In FIGS. 5 to 8 are shown alternate xy plane cross-sections of the ridge-and-groove pattern shown in FIGS. 24. More particularly, FIG. 5 shows a sinusoidal pattern 62, FIG. 6 a trapezoidal pattern 64, FIG. 7 a saw tooth pattern 66, and FIG. 8 a square wave pattern 68 which is taken along Line 8-8 of FIG. 4. Therefrom it may be appreciated that a wide range of undulating or corrugated patterns may be employed with respect to the narrow gauge steel sheet 40 or 140 employed in the present invention.
  • With reference to FIG. 9-11, there is shown use of the trapezoidal pattern 64 of FIG. 6 having ridges 42 and grooves 44 associated therewith. Further shown in said figures is the manner in which an upper wood beam 54 may be attached, as by riveting 66, to ridge 42 while a lower wood beam 56 is similarly attached to the bottom of each groove 44. Therein, embodiment, said holes 48 (see FIG. 11) may be placed within the corrugated structure of sheet 64 so as to provide for conduit space 58 between a ceiling 57 and wall floor 59 of a larger constructional system 60. It is to be appreciated that an assembly of the type shown in FIG. 11 may readily be employed in a vertical orientation as an interior wall or panel to thereby provide a cost-effective, exceedingly stable constructional element provided with all necessary conduit space prior to construction.
  • It is to be further appreciated that combinations of the above may be employed in a horizontal xy plane in selected locations within a structure to provide for pre-formed constructional conduits which electrical wiring, plumbing, air ducts, data lines and the like may be readily passed therethrough during the construction process.
  • While there has been shown and described the preferred embodiment of the instant invention it is to be appreciated that the invention may be embodied otherwise than is herein specifically shown and described and that, within said embodiment, certain changes may be made in the form and arrangement of the parts without departing from the underlying ideas or principles of this invention as set forth in the Claims appended herewith.

Claims (15)

1. A constructional assembly comprising:
(a) a first rigid member;
(b) a metallic surface having a repetitive sequence of ridges and grooves therein, one side of said surface secured to said first rigid member; and
(c) a second rigid member, said element secured to an opposite side of said surface.
2. The constructional assembly as recited in claim 1, in which said surface comprises:
a steel sheet having a gauge in a range of about 22 to about 14.
3. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves of said surface comprises a corrugated surface.
4. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves defines a sinusoidal pattern.
5. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves defines a trapezoidal pattern.
6. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves defines a saw tooth pattern.
7. The constructional assembly as recited in claim 2, in which said ridges and grooves define a square wave pattern.
8. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves define a pattern of triangular ridges and flat grooves.
9. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves of said second surface comprises ridges having a width in a range of about 15 to 75 mm depths a range of 15 to 75 mm.
10. The constructional assembly as recited in claim 2, in which said sequence of ridges and grooves of said second surface comprises grooves having a depth in a range of about 15 to about 75 mm.
11. The constructional assembly as recited in claim 10, in which ridges and grooves of said surface include a plurality of transverse apertures having a greatest linear dimension in a range of about 50 to about 250 mm.
12. The constructional assembly as recited in claim 5, in which parallel opposing surfaces of said trapezoidal pattern are secured between said first and second members.
13. The assembly as recited in claim 12, in which said first members comprises part of a floor, and said second member comprises a part of a ceiling.
14. The assembly as recited in claim 12, in which said first and second members comprise respective sides of a wall of a building.
15. The assembly as recited in claim 14, in which said ridges and grooves of said second surface include a plurality of apertures having a greatest linear dimension in a range of about 50 to 250 mm,
whereby electrical wiring, data lines, plumbing, air ducts and the like may be passed therethrough.
US11/116,092 2005-04-27 2005-04-27 Multi-element constructional assembly Abandoned US20060242922A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US11/116,092 US20060242922A1 (en) 2005-04-27 2005-04-27 Multi-element constructional assembly
US12/940,211 US20120036813A9 (en) 2005-04-27 2010-11-05 Multi-element constructional assembly
US14/689,902 US9340977B2 (en) 2005-04-27 2015-04-17 Multi-element constructional assembly for joist girders

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US11/116,092 US20060242922A1 (en) 2005-04-27 2005-04-27 Multi-element constructional assembly

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US12/940,211 Continuation-In-Part US20120036813A9 (en) 2005-04-27 2010-11-05 Multi-element constructional assembly

Publications (1)

Publication Number Publication Date
US20060242922A1 true US20060242922A1 (en) 2006-11-02

Family

ID=37233080

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/116,092 Abandoned US20060242922A1 (en) 2005-04-27 2005-04-27 Multi-element constructional assembly

Country Status (1)

Country Link
US (1) US20060242922A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284681A (en) * 2016-08-22 2017-01-04 沈阳建筑大学 Assembly concrete entirety is without heat bridge board wall and running-on floor method of attachment

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US854391A (en) * 1906-12-07 1907-05-21 Irving W Kelley Structural i-beam.
US1900541A (en) * 1931-07-01 1933-03-07 Henry W Buelow Structural element
US2101090A (en) * 1936-04-15 1937-12-07 Roy Lacy Composite girder construction
US2125690A (en) * 1933-11-02 1938-08-02 Budd Edward G Mfg Co Box section beam
US2641449A (en) * 1947-11-14 1953-06-09 John C Antony Building construction
US3300839A (en) * 1963-07-01 1967-01-31 Lihap Ind Method of making cambered beams
US3903666A (en) * 1974-10-21 1975-09-09 Robertson Co H H Access arrangement for an electrical wiring distributing floor structure
US4129974A (en) * 1974-06-18 1978-12-19 Morris Ojalvo Warp-restraining device and improvement to beams, girders, arch ribs, columns and struts
US4523419A (en) * 1983-06-24 1985-06-18 Gang-Nail Systems, Inc. Ribbed connector and joist structure
US4713924A (en) * 1982-07-09 1987-12-22 Toti Andrew J Structural beam and panel systems and methods and apparatus for making the same
US5417022A (en) * 1994-03-03 1995-05-23 The Budd Company Hybrid frame rail
US5619837A (en) * 1995-07-26 1997-04-15 Disanto; Fabricio N. Corrugated panel structure
US5852908A (en) * 1994-08-12 1998-12-29 Techtruss Holdings Pty. Ltd. Structural beam and web
US6205725B1 (en) * 1994-08-29 2001-03-27 Michael Butler Interlocking corrugated panel wall cast in-situ
US6415577B1 (en) * 2000-09-29 2002-07-09 Eaglespan Steel Structures, Inc. Corrugated web beam connected to a top tube and bottom tube
US6418694B1 (en) * 1998-11-25 2002-07-16 Dietrich Industries, Inc. Floor system and floor system construction methods
US20040040252A1 (en) * 2000-12-04 2004-03-04 Bruno Beral Composite beam with integrated rupture initiator and aircraft fuselage such beams

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US854391A (en) * 1906-12-07 1907-05-21 Irving W Kelley Structural i-beam.
US1900541A (en) * 1931-07-01 1933-03-07 Henry W Buelow Structural element
US2125690A (en) * 1933-11-02 1938-08-02 Budd Edward G Mfg Co Box section beam
US2101090A (en) * 1936-04-15 1937-12-07 Roy Lacy Composite girder construction
US2641449A (en) * 1947-11-14 1953-06-09 John C Antony Building construction
US3300839A (en) * 1963-07-01 1967-01-31 Lihap Ind Method of making cambered beams
US4129974A (en) * 1974-06-18 1978-12-19 Morris Ojalvo Warp-restraining device and improvement to beams, girders, arch ribs, columns and struts
US3903666A (en) * 1974-10-21 1975-09-09 Robertson Co H H Access arrangement for an electrical wiring distributing floor structure
US4713924A (en) * 1982-07-09 1987-12-22 Toti Andrew J Structural beam and panel systems and methods and apparatus for making the same
US4523419A (en) * 1983-06-24 1985-06-18 Gang-Nail Systems, Inc. Ribbed connector and joist structure
US5417022A (en) * 1994-03-03 1995-05-23 The Budd Company Hybrid frame rail
US5852908A (en) * 1994-08-12 1998-12-29 Techtruss Holdings Pty. Ltd. Structural beam and web
US6205725B1 (en) * 1994-08-29 2001-03-27 Michael Butler Interlocking corrugated panel wall cast in-situ
US5619837A (en) * 1995-07-26 1997-04-15 Disanto; Fabricio N. Corrugated panel structure
US6418694B1 (en) * 1998-11-25 2002-07-16 Dietrich Industries, Inc. Floor system and floor system construction methods
US6415577B1 (en) * 2000-09-29 2002-07-09 Eaglespan Steel Structures, Inc. Corrugated web beam connected to a top tube and bottom tube
US20040040252A1 (en) * 2000-12-04 2004-03-04 Bruno Beral Composite beam with integrated rupture initiator and aircraft fuselage such beams

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284681A (en) * 2016-08-22 2017-01-04 沈阳建筑大学 Assembly concrete entirety is without heat bridge board wall and running-on floor method of attachment

Similar Documents

Publication Publication Date Title
US20140325937A1 (en) Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof
KR102124775B1 (en) Non-welding truss
US20080134619A1 (en) I-beam joist having openings formed therein for mechanical access
US9163404B2 (en) Truss configuration
US20060242922A1 (en) Multi-element constructional assembly
KR100963580B1 (en) End Connection of Unit Modular System, Modular Unit and Manufacturing Method of Modular Unit
JP2004190358A (en) Beam connecting structure for building
US20050166530A1 (en) Composite beam
JP7198025B2 (en) Take-out structure
JP7210470B2 (en) A flat building element, especially for composing horizontal building structures
US2075874A (en) Frameless building
JP4229785B2 (en) Floor panel
JP4961320B2 (en) Columnar walls and buildings
JPH01207562A (en) Double floor structure and member for double floor
RU2282005C1 (en) Building beam
JPH09217453A (en) Floor structure
RU2046898C1 (en) Lattice-like plate of covering
JP2007332551A (en) Wall fixing structure using hole-down hardware
JP2021161701A (en) Double floor structure
JP3967998B2 (en) Unit building
US20190309524A1 (en) Prefabricated modular element for constructions
JP2016141938A (en) Skeleton structure
JP2021011760A (en) Fixing connection member and prefab construction unit using the same
JP2000248675A (en) Floor panel
JPH08199676A (en) Balcony floor construction

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION