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US1813909A - Building construction - Google Patents

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Publication number
US1813909A
US1813909A US101063A US10106326A US1813909A US 1813909 A US1813909 A US 1813909A US 101063 A US101063 A US 101063A US 10106326 A US10106326 A US 10106326A US 1813909 A US1813909 A US 1813909A
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Prior art keywords
building
units
irons
sheet
structural
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US101063A
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Clarence H Brainard
Reginald G Carrington
Albert F Cooke
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EDWIN H PIERSEN
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EDWIN H PIERSEN
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Priority to US101063A priority Critical patent/US1813909A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame

Definitions

  • This invention relates to means employed forthe construction of buildings, and refers particularly to means adapted to provide a structural steel building.
  • constructing structural steel buildings which is adapted for the construction of small buildings at a lower cost than the ordinary wood frame buildings and, moreover, we have devised a means for constructing buildings by which a small, light structural steel building may. be produced from units made at a factory or other locality located at a distance from the place where the building is to be constructed. These units not only contain the structural steel frame for. the building but the said frame is united with the materials for forming the walls, floors, ceilings or roof of the building so that by merely assembling of the different units, not only is the structural steel for the building fixed in place but at the same time, the walls, ceiling, floors and roof of the building are com pleted.
  • Figure 1 is an elevation of a finished building constructed by the use of the meansforming the subject matter of the present invention
  • Figure 2 is a fragmentary sectional eleva-' tion of the building
  • Figure 3 is a section on line 33 of Figure 2
  • Figure 4 is a section on the line 44 of Figure. 2,
  • Figure 5 isa transverse section through a 1 pair of the structural units or wall panels of the invention disclosing the connecting means therebetween,
  • Figure 6 is a fragmentary section of a pair of the structural units showing the corner connections employed in assembling the same into a structural steel building
  • Figure 7 is a fragmentary section of one of the panels adjacent the floor of the build- Figure 11 is a fragmentary section of a modified pair of structural units and the connecting means therebetween.
  • the means for constructing the building is illustrated as comprising mainly structural units 2 made up of suitable walling material encased in rectangular form by metal members 3 which are adapted to act, when the panels are assembled or united into a building, as a structural steel frame for the building.
  • metal members 3 are disposed on the outer sides or edges of the body of each unit, and are preferably in the form of channel irons with their flanges turned in so that the walling material is set into the grooves of the channel irons.
  • the material employed to form the major portion of the wall that is encased by such channel irons 3 may be of Various kinds. Preferably,'however, it consists in part at least of hardened, cementitious material such as plaster or stucco.
  • the most desirable type of such walling is that illustrated in Figure 5, in which there is shown a body having a central sheet 4 of a light,
  • porous material such as fibre compositions
  • said sheet 41of fibrous material is covas before stated, be plaster of Paris, stucco,
  • the sheets 5, and 6 are preferably molded into the rectangular frame formed by the channel irons 3 before the entire unit 2 is transported to the place in which the building is to be constructed.
  • the unit 2 so constructed is adapted to act as the entire walling of a building, reenforced and held in position by its edge encasing channel irons 3.
  • the surface of the strip may be employed as the finished ornamental interior or exterior wall surface in which case the surfaces may be suitably decorated before the units are moved to the situs of the building, or in order to provide the interior finish, the units may be painted or tinted after the building is constructed, or other coats of finishing material, paper, sanitas, or the like, placed over the surface of the units in accordance with the particular appearance desired.
  • the units 2 thus described are employed as the sides, ceilings, roof, and at times, the fioor ofv a proposed building construction.
  • suitable fastening or uniting means for rigidly holding together the different units as they are set in. their desired place.
  • Various examples of such uniting means are illustrated in the construction of the building of Figure 1. Referring to Figure 5,
  • FIG. 6 A preferred form of corner construction is shown in Figure 6, in which two of the structural units are shown meeting at 90 degree angles. These units are brought together so that their inner edges are spaced apart, as at 10, andthen an angle iron 11 is set in along the inner corner, of sufficient width .to cover the exposed edges of the channel irons 3 of the units 2 and an enlarged angle iron 12 is laced along the outer corner, likewise of su cient width to cover the outer sides of the channel iron 3.
  • These angle irons are suitably attached, fastened or affixed to the channel irons 3 of the units so that the corner construction is made rigid. For this purpose, they may be welded, riveted, bolted, or screwed thereto, or united in any other desired manner.
  • the roof 14 of the building may be constructed of the same units, although usually for the roof construction, it is not necessary to provide in the units 2 a layer of cementitious material on both sides of the fibrous sheet 4:.
  • the upper sheet of cementitious material is left out of the units 2 which are to be employed in the roof construction at the time these units are formed.
  • T-irons 15 are set with their top sides 16 against the abutting angle irons 3 of the units 2 of the roof, and the T-irons 15 are held thereto by the clamps 17 and bolt 18, which clamps 17 have portions which extend or hook into the lower sides of the channel irons 3.
  • the upper side of the adjoiningunits 2 of the roof are held together by the metal strips 19 which are shown as galvanized iron members having an inverted V upper side.20 and with hook-shaped sides 21 which extend under the upper sides of the channel irons 3.
  • Irons 22 are employed as beams under the roof 14: of the building and the ceiling of the building is likewise formed of the structural units 2, having the edge encasing'channcl irons 3.
  • the ceiling structural units likewise usually require only a single cementitious sheet and in this case, theupper cementitious sheet is shown as omitted.
  • hook members 23 are hooked under the upper sides of the channel irons 3 of adjoining structural units which form the ceiling. These hook members 23 are mounted upon a rod 25 which, at its upper end, is provided with a hook 26'by which it is supported on the beam iron 22.
  • the rods 25 are provided with nuts 27 which provide a means by which the supporting means for the ceiling may be adjusted.
  • the units or panels meeting the floor of the building may, if desired, have a wood strip 28 formed into the structural unit .atits lower edge so that the wood strip 28 is adapted to facilitate the attaching of wood strips around the floor of the building. It is, of course, obvious that other material may be substituted for wood for this purpose.
  • Figure 1 there is indicated the appear- Figure 7 there is shown the ance of a building constructed of the units of the present invention.
  • the metal bars 7 covering the channel irons 3 at the junction of the structural units 2 suitably break up the surface of the building to assist in ornamenting the same.
  • the peak of the roof is covered by a sheet metal member 29 hooked under the channel irons 3 of the units 2, forming the roof.
  • the building units are fixed to the foundation 32 by mounting two channel irons 33 and 34 back to back under the side structural units 2. Short sections of channel irons 35 are then set. with their lower flanges resting on the foundation 32;
  • these units are of suflicient height to engage the sides of the irons 3 and are bolted to the foundation as at 36, and to the channel irons 33 and 34, as at 37. "The irons 35 are also clamped to the irons 3 of the units 2 by clamps 38 bolted to the upper sides of the irons 35 as indicated at 39.
  • FIG 11 we have shown a modified form of the structural units, in which the structural units 2a are shown as havin their cementitious sheets 5a and 6a exten ing beyond the sides of the channel irons 3 encasm the units. This permits the formation of a ush wall as the holding lates 7a and 8a fit in the spaces thus left an provide a flush surface.
  • a structural unit comprising a fibrous center sheet and having a body of hardened cementitious material, and channel irons on the outside of the body, with flanges projecting inwardly tocentral portion of the sheet, said ward the cementitious material encasing the fibrous sheet and filling the space between the same i and said flanges.
  • a wall unit having a body consisting of a sheet of fibrous material and a sheet of cementitious material formed to ther, and channel irons on the outer side of th body with flanges projecting inwardly toward the central portion I of the sheet, eneasing the edges of the same.
  • a structural wall unit consisting of an.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Description

July 14,1931. c. H. BRAINARD ETA-L 1 BUILDING CONSTRUCTIQN' Filed April 10-, 1926 a Sheets-Sheet 1 July 14, 1931. c. H. BRAINARD ETAL N 1,313,909
BUILDING CONSTRUCTION Filed April 10, 1926 3 Sheets-Sheet 2 July 14, 1931. c. H. BRA'NARD mm. 1,313,909
BUILDING cons'rauc'uos Filed April 10, 1926 s sums-shut a Patented July 14, 1931 UNITED STATES PATENT. OFFICE CLARENCE H. BRAINARD, 0F GLENDALE, REGINALD G. CARBINGTON, OF SANTA MONICA, AND ALBERT F. COOKIE, OFNIIOS ANGELES, CALIFORNIA ASSIGNORS TO EDWIN H. PIERSEN, 0F LOS ANGELES, CALIFORNIA u BUILDING CONSTRUCTION Application filed April 10, 1926. Serial No. 101,063.
This invention relates to means employed forthe construction of buildings, and refers particularly to means adapted to provide a structural steel building.
Heretofore, the use of structural steel in buildings has been generally limited to buildings of very large size and the buildings have been constructed by first constructing or assembling in situ the structural steel frame of the building. We have devised a means for,
constructing structural steel buildings which is adapted for the construction of small buildings at a lower cost than the ordinary wood frame buildings and, moreover, we have devised a means for constructing buildings by which a small, light structural steel building may. be produced from units made at a factory or other locality located at a distance from the place where the building is to be constructed. These units not only contain the structural steel frame for. the building but the said frame is united with the materials for forming the walls, floors, ceilings or roof of the building so that by merely assembling of the different units, not only is the structural steel for the building fixed in place but at the same time, the walls, ceiling, floors and roof of the building are com pleted.
The invention with various other objects and advantages thereof will best be understood from a description of a preferred form or means for constructing buildings embodying the invention. For this purpose, reference is made to the accompanying drawings, in which:
Figure 1 is an elevation of a finished building constructed by the use of the meansforming the subject matter of the present invention,
Figure 2 is a fragmentary sectional eleva-' tion of the building,
Figure 3 is a section on line 33 of Figure 2,
Figure 4 is a section on the line 44 of Figure. 2,
Figure 5 isa transverse section through a 1 pair of the structural units or wall panels of the invention disclosing the connecting means therebetween,
Figure 6 is a fragmentary section of a pair of the structural units showing the corner connections employed in assembling the same into a structural steel building,
Figure 7 is a fragmentary section of one of the panels adjacent the floor of the build- Figure 11 is a fragmentary section of a modified pair of structural units and the connecting means therebetween.
Referring to the drawings, the means for constructing the building is illustrated as comprising mainly structural units 2 made up of suitable walling material encased in rectangular form by metal members 3 which are adapted to act, when the panels are assembled or united into a building, as a structural steel frame for the building. These metal members 3 are disposed on the outer sides or edges of the body of each unit, and are preferably in the form of channel irons with their flanges turned in so that the walling material is set into the grooves of the channel irons. The material employed to form the major portion of the wall that is encased by such channel irons 3 may be of Various kinds. Preferably,'however, it consists in part at least of hardened, cementitious material such as plaster or stucco. The most desirable type of such walling is that illustrated in Figure 5, in which there is shown a body having a central sheet 4 of a light,
porous material, such as fibre compositions,
asbestos, cork, or the. like, which central sheet is thus adapted to act as an especially eflicient heat insulating material. For most.
of the structural units employed in a building, said sheet 41of fibrous material is covas before stated, be plaster of Paris, stucco,
or other like materials and the sheets 5, and 6 are preferably molded into the rectangular frame formed by the channel irons 3 before the entire unit 2 is transported to the place in which the building is to be constructed. The unit 2 so constructed is adapted to act as the entire walling of a building, reenforced and held in position by its edge encasing channel irons 3. The surface of the strip may be employed as the finished ornamental interior or exterior wall surface in which case the surfaces may be suitably decorated before the units are moved to the situs of the building, or in order to provide the interior finish, the units may be painted or tinted after the building is constructed, or other coats of finishing material, paper, sanitas, or the like, placed over the surface of the units in accordance with the particular appearance desired.
The units 2 thus described, are employed as the sides, ceilings, roof, and at times, the fioor ofv a proposed building construction. For this purpose, it is merely necessary to provide suitable fastening or uniting means for rigidly holding together the different units as they are set in. their desired place. Various examples of such uniting means are illustrated in the construction of the building of Figure 1. Referring to Figure 5,
when two adjacent units 2 are to be set edgewise together and held in osition, their angle irons forming their a utting edges closely adjoin and the meeting line between the same is covered on either side with a strip or bar of metal 7 and 8, preferably of a width suflicient to cover the metal angle irons and said strips or bars 7 and.8 of metal, are suitably. clamped or held together as by bolts or rivets 9.
A preferred form of corner construction is shown in Figure 6, in which two of the structural units are shown meeting at 90 degree angles. These units are brought together so that their inner edges are spaced apart, as at 10, andthen an angle iron 11 is set in along the inner corner, of sufficient width .to cover the exposed edges of the channel irons 3 of the units 2 and an enlarged angle iron 12 is laced along the outer corner, likewise of su cient width to cover the outer sides of the channel iron 3. These angle irons are suitably attached, fastened or affixed to the channel irons 3 of the units so that the corner construction is made rigid. For this purpose, they may be welded, riveted, bolted, or screwed thereto, or united in any other desired manner.
Referring to Figures 1, 2 and 3, the roof 14 of the building may be constructed of the same units, although usually for the roof construction, it is not necessary to provide in the units 2 a layer of cementitious material on both sides of the fibrous sheet 4:. Ac-
cordingly, the upper sheet of cementitious material is left out of the units 2 which are to be employed in the roof construction at the time these units are formed. This leaves, as shown in Figure 4, the upper side of the angle iron exposed to act as a hook. T-irons 15 are set with their top sides 16 against the abutting angle irons 3 of the units 2 of the roof, and the T-irons 15 are held thereto by the clamps 17 and bolt 18, which clamps 17 have portions which extend or hook into the lower sides of the channel irons 3. The upper side of the adjoiningunits 2 of the roof are held together by the metal strips 19 which are shown as galvanized iron members having an inverted V upper side.20 and with hook-shaped sides 21 which extend under the upper sides of the channel irons 3.
Irons 22 are employed as beams under the roof 14: of the building and the ceiling of the building is likewise formed of the structural units 2, having the edge encasing'channcl irons 3. The ceiling structural units likewise usually require only a single cementitious sheet and in this case, theupper cementitious sheet is shown as omitted. In order to provide a top bracing for the ceiling, hook members 23 are hooked under the upper sides of the channel irons 3 of adjoining structural units which form the ceiling. These hook members 23 are mounted upon a rod 25 which, at its upper end, is provided with a hook 26'by which it is supported on the beam iron 22. The rods 25 are provided with nuts 27 which provide a means by which the supporting means for the ceiling may be adjusted.
Referring to lower end of one of the units 2 which'is employed at the floor of the building. The units or panels meeting the floor of the building may, if desired, have a wood strip 28 formed into the structural unit .atits lower edge so that the wood strip 28 is adapted to facilitate the attaching of wood strips around the floor of the building. It is, of course, obvious that other material may be substituted for wood for this purpose.
In Figure 1, there is indicated the appear- Figure 7 there is shown the ance of a building constructed of the units of the present invention. As appears from Figure 1, the metal bars 7 covering the channel irons 3 at the junction of the structural units 2 suitably break up the surface of the building to assist in ornamenting the same.
Referring to Figure 8, the peak of the roof is covered by a sheet metal member 29 hooked under the channel irons 3 of the units 2, forming the roof. In Figure 10, a modified conbent in against the inner sides of the channel irons 3, as indicated at 31.
Referring to Figure 9, the building units are fixed to the foundation 32 by mounting two channel irons 33 and 34 back to back under the side structural units 2. Short sections of channel irons 35 are then set. with their lower flanges resting on the foundation 32;
these units are of suflicient height to engage the sides of the irons 3 and are bolted to the foundation as at 36, and to the channel irons 33 and 34, as at 37. "The irons 35 are also clamped to the irons 3 of the units 2 by clamps 38 bolted to the upper sides of the irons 35 as indicated at 39.
Referring to Figure 11, we have shown a modified form of the structural units, in which the structural units 2a are shown as havin their cementitious sheets 5a and 6a exten ing beyond the sides of the channel irons 3 encasm the units. This permits the formation of a ush wall as the holding lates 7a and 8a fit in the spaces thus left an provide a flush surface.
While the particular form of the invention herein described is well adapted to accomplish the objects of the inventlon, it is understood that'various modifications and changes may be made without departing from the 1nvention and the invention includes all such modifications and changes as come within the scope of the appended claims.
We claim:
1. In means of the class described, a structural unit comprising a fibrous center sheet and having a body of hardened cementitious material, and channel irons on the outside of the body, with flanges projecting inwardly tocentral portion of the sheet, said ward the cementitious material encasing the fibrous sheet and filling the space between the same i and said flanges.
2. In means of the class described, a wall unit having a body consisting of a sheet of fibrous material and a sheet of cementitious material formed to ther, and channel irons on the outer side of th body with flanges projecting inwardly toward the central portion I of the sheet, eneasing the edges of the same. 3. A structural wall unit consisting of an. inner sheet of fibrous extending-continuously around the edge of the said sheet with its flanges projecting inwardly toward the middle of the sheet, and cementitious material on both sides of the said inner sheet completely embedding the same and having its outer face flush with-the outer faces of'said flanges, said cementitious filler extending into and .completel filling the channel between said flanges, 'sai flanges operating to prevent chipping ofthe corners of the unit and operating as a mar 'nal frame to be engaged by retaining means or the unit. Signed at Los Angeles, California, this 5th day of Alpril, 1926.
C ARENCE H. BRAINARD. REGINALD G. CARRINGTON. ALBERT F. COOKE.
material, a channel iron
US101063A 1926-04-10 1926-04-10 Building construction Expired - Lifetime US1813909A (en)

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Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2664740A (en) * 1951-05-07 1954-01-05 Ralph H Cochrane Panel wall joint
US2674775A (en) * 1946-07-03 1954-04-13 Corwin D Willson Making molded panels
US2725127A (en) * 1951-02-27 1955-11-29 Sylvania Electric Prod Artificial ceiling and suspension means therefor
US2818948A (en) * 1954-01-04 1958-01-07 Jones Clayton Attachment clip for wall siding members
US2841977A (en) * 1952-07-12 1958-07-08 Meteoor Nv Betonfabriek Welding and assembling floor
US2848887A (en) * 1955-02-24 1958-08-26 Jerry B Compton Insulated faced wall
US3274739A (en) * 1962-06-07 1966-09-27 Gregoire Engineering And Dev C Sheet panel assembly and supporting members therefor
US3352073A (en) * 1965-04-20 1967-11-14 Chester D Hipple Prefabricated building construction
US3381483A (en) * 1966-09-15 1968-05-07 Charles K. Huthsing Jr. Sea wall and panel construction
US3802139A (en) * 1971-02-22 1974-04-09 G Eischen Building constructed of vertical supports, longitudinal base element, and panel members
US4649682A (en) * 1984-07-23 1987-03-17 Barrett Jr Dave D Prefabricated building panel and method
EP0381000A1 (en) * 1989-01-30 1990-08-08 Sergio Zambelli Prefabricated concrete panel with thermally insulating or lightening layer
US4965970A (en) * 1988-01-19 1990-10-30 Dynatherm Systems U.S.A. Ltd. Prefabricated dome-shaped structure
US5044134A (en) * 1989-02-27 1991-09-03 Brockway Wilhelm W Relocatable modular building wall and floor system
US5115622A (en) * 1989-12-23 1992-05-26 Hilti Aktiengesellschaft Method of reinforcing structural components
US20060080920A1 (en) * 2004-10-20 2006-04-20 Barr Thomas J Corner moldings and coolers made therewith
US20060096224A1 (en) * 2002-06-01 2006-05-11 Anthony Asbury Panel joining member
US20110173899A1 (en) * 2010-01-20 2011-07-21 Lane Lythgoe Pre-cast polygonal shelter
US10323405B2 (en) * 2017-07-25 2019-06-18 Richard Jay Seavy System for connecting structural elements of prefabricated jail cells
US11028571B2 (en) * 2017-02-28 2021-06-08 CBS International GmbH Aerated concrete-hybrid construction element
US20230145279A1 (en) * 2020-03-16 2023-05-11 Cubit Building Company Ehf System for architectural modular building construction

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2674775A (en) * 1946-07-03 1954-04-13 Corwin D Willson Making molded panels
US2725127A (en) * 1951-02-27 1955-11-29 Sylvania Electric Prod Artificial ceiling and suspension means therefor
US2664740A (en) * 1951-05-07 1954-01-05 Ralph H Cochrane Panel wall joint
US2841977A (en) * 1952-07-12 1958-07-08 Meteoor Nv Betonfabriek Welding and assembling floor
US2818948A (en) * 1954-01-04 1958-01-07 Jones Clayton Attachment clip for wall siding members
US2848887A (en) * 1955-02-24 1958-08-26 Jerry B Compton Insulated faced wall
US3274739A (en) * 1962-06-07 1966-09-27 Gregoire Engineering And Dev C Sheet panel assembly and supporting members therefor
US3352073A (en) * 1965-04-20 1967-11-14 Chester D Hipple Prefabricated building construction
US3381483A (en) * 1966-09-15 1968-05-07 Charles K. Huthsing Jr. Sea wall and panel construction
US3802139A (en) * 1971-02-22 1974-04-09 G Eischen Building constructed of vertical supports, longitudinal base element, and panel members
US4649682A (en) * 1984-07-23 1987-03-17 Barrett Jr Dave D Prefabricated building panel and method
US4965970A (en) * 1988-01-19 1990-10-30 Dynatherm Systems U.S.A. Ltd. Prefabricated dome-shaped structure
EP0381000A1 (en) * 1989-01-30 1990-08-08 Sergio Zambelli Prefabricated concrete panel with thermally insulating or lightening layer
US5044134A (en) * 1989-02-27 1991-09-03 Brockway Wilhelm W Relocatable modular building wall and floor system
US5115622A (en) * 1989-12-23 1992-05-26 Hilti Aktiengesellschaft Method of reinforcing structural components
US20060096224A1 (en) * 2002-06-01 2006-05-11 Anthony Asbury Panel joining member
US7802408B2 (en) * 2002-06-01 2010-09-28 Quentor Limited Panel joining member
US20060080920A1 (en) * 2004-10-20 2006-04-20 Barr Thomas J Corner moldings and coolers made therewith
US20110173899A1 (en) * 2010-01-20 2011-07-21 Lane Lythgoe Pre-cast polygonal shelter
US8683759B2 (en) * 2010-01-20 2014-04-01 Lane Lythgoe Pre-cast polygonal shelter
US11028571B2 (en) * 2017-02-28 2021-06-08 CBS International GmbH Aerated concrete-hybrid construction element
US10323405B2 (en) * 2017-07-25 2019-06-18 Richard Jay Seavy System for connecting structural elements of prefabricated jail cells
US20230145279A1 (en) * 2020-03-16 2023-05-11 Cubit Building Company Ehf System for architectural modular building construction

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