US2966708A - Stud anchor plate - Google Patents

Stud anchor plate Download PDF

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US2966708A
US2966708A US618983A US61898356A US2966708A US 2966708 A US2966708 A US 2966708A US 618983 A US618983 A US 618983A US 61898356 A US61898356 A US 61898356A US 2966708 A US2966708 A US 2966708A
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Prior art keywords
stud
web
anchor plate
side walls
portions
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US618983A
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Jr Lawson J Freeman
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ARTHUR J LAMBERT
JOSEPH O THERIOT
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ARTHUR J LAMBERT
JOSEPH O THERIOT
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B1/2608—Connectors made from folded sheet metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/46—Rod end to transverse side of member

Definitions

  • This invention comprises a novel and useful stud anchor plate and more particularly relates to a building construction element adapted to be secured to a foundation, frame or other supporting surface to facilitate and secure the attachment of the studs of partition walls and the like to said supporting base.
  • the primary object of this invention is to provide a building construction element which may be easily and removably applied to supporting surfaces such as footings or foundations and whereby the studs of partitions or walls may be removably and securely engaged to an anchor plate.
  • a further object of the invention is to provide an anchor plate in accordance with the foregoing objects which shall be of a simple, lightweight sheet metal construction.
  • a further object of the invention is to provide an anchor plate having an easily constructed, simple but ef* fective and readily detachable connection with the lower portion of a stud for securing the same to the anchor plate.
  • a further important object of the invention is to provide an anchor plate in accordance with the preceding ob jects in which the side walls of the anchor plate shall have a resilient locking engagement with notches in a stud together with means for preventing displacement of the stud longitudinally of the anchor plate.
  • Figure 1 is -a fragmentary perspective view showing a preferred embodiment of a stud anchor plate in accordance with this invention, the latter being shown secured to a fitting or foundation, and illustrating the manner in which studs of a wall or partition are removably secured to the anchor plate;
  • Figure 2 is a perspective view, parts being broken away, and showing the cooperating portions of an anchor plate and a stud adapted to be detachably engaged therewith;
  • Figure 3 is a view in vertical section taken substantially upon the plane indicated by the section line 33 of Figure 1 and showing the manner in which a stud is engaged in and secured to an anchor plate in accordance with this invention
  • Figure 4 is a vertical longitudinal sectional view taken substantially upon the plane indicated by section line 44 of Figure 3 and illustrating the manner in which the anchor plate is secured to the footing or foundation and in which the studs are secured to the anchor plate and prevented from longitudinal movement relative thereto;
  • Figures 5 and 6 are views similar to Figure 3 but illustrate successive stages by which a stud is engaged in or removed from this attachment to the stud anchor plate.
  • the present invention relates generally to a stud anchor plate construction whereby the lower ends of the studs of a wall or partition of a building construction may be detachably secured in an improved manner to a supporting element such as a footing or foundation.
  • a supporting element such as a footing or foundation.
  • the stud anchor plate indicated generally by the numeral 10 is shown mounted upon a portion of the foundation or footing 12 and embraces and engages the lower portions of studs 14 for detachably securing the same to the anchor plate and thus to the foundation.
  • the anchor plate 10 consists of a channel member preferably of sheet metal, and which is provided with a web or base-portion 16, from the longitudinal edges of which rise perpendicular side walls 18 and 20. At convenient positions along its length, the web 10 is provided with apertures 22, by means of which anchor bolts 24, see Figure 4, embedded in the foundation or frame 12 may be received through the apertures and by means of which the anchor plate may be secured to the footing or foundation as by conventional nuts and washers 26 and 28.
  • the side wall 18 is of considerably greater vertical height than the side wall 20 for a purpose to become subsequently apparent.
  • each of the side walls is provided with inturned portions which may comprise flanges 30 and 32, respectively which are perpendicular to the side walls and which overlie the web or base 16.
  • the flanges extend the entire length of the side walls, it will be readily appreciated that in some instances the flanges may be formed as portions which are of shorter length than the side walls. In other words, selected portions of the flanges may be omitted if desired.
  • channel member 10 of a sheet metal material which is suificiently resilient, as will be apparent from a comparison of Figures 4, 5 and 6, to permit at least one of the side walls to flex away from the other side wall, as for example to permit flexing of the wall 18 away from the wall 20 in order to enable engagement of a stud within the channel member or its removal therefrom.
  • each of the studs 14 is provided with a pair of transversely extending notches 34 and 36 upon opposite sides of the same.
  • the notch 36 is V-shaped in cross section, while the notch 34 is of lesser width and is in the form of a channel or slot having parallel side walls.
  • the notches 34 and 36 are spaced at different vertical heights from the lower end of the studs 14, and are complementary to and are at the same height as the flanges 30 and 32 respectively.
  • the arrangement is such that the notch 34 is adapted to receive therein the flange 30, while the notch 36 is'adapted to receive the flange 32.
  • the spacing between the side walls 18 and 20 and the relative vertical heights of the flanges 30, 32 and the notches 34 and 36 is such that a stud may be transversely rocked relative to a channel member in order to effect flexing of a side wall, such as the wall 18 and thereby permit the stud to be applied or removed from the channel member.
  • the V-shaped enlarged notch 36 is applied to the flange 32, with the stud in an inclined position as shown in Figure 5.
  • the present invention also comprises a means to prevent longitudinal sliding movement of a stud relative to the channel member once the same has been engaged therewith.
  • the web 1-6 is provided with pairs of upturned flanges, lugs or portions 49, which may be formed as by appropriately slitting the base 16 and forcing the edges of this slit upwardly.
  • these flanges 40 have their ends terminating in spaced relation to the side walls 18 and 2% as will be readily apparent from Figures 1, 2, 5 and 6.
  • slot and flange such as the slot 34 and flange 3% have a relatively snug engagement
  • the other slot and flange that is the slot 36 and the flange 32, have a relatively looser fit in order to permit the above described rocking action.
  • a stud anchor plate for wall constructions comprising an elongated metal channel member having a substantially flat web adapted to rest upon and be secured to a horizontal supporting surface and having a pair of vertical side walls along its longitudinal edges, said Walls having inturned portions overlying said web and adapted for engagement in complementary notches in Opposite sides of a stud whereby to prevent vertical withdrawal of said stud from said channel member, said web including a pair of upturned portions adapted to embrace opposite sides of a stud when disposed between said side walls whereby to prevent movement of said stud longitudinally of said channel member.
  • a stud anchor plate for wall constructions comprising an elongated metal channel member having a substantially flat web adapted to rest upon and be secured to a horizontal supporting surface and having a pair of vertical side Walls along its longitudinal edges, said walls having inturned portions overlying said web and adapted for engagement in complementary notches in opposite sides of a stud whereby to prevent vertical withdrawal of said stud from said channel member, said web including a pair of upturned portions adapted to embrace opposite sides of a stud when disposed between said side walls whereby to prevent movement of said stud longitudinally of said channel member, said upturned portions terminating in spaced relation to said side walls.
  • a stud anchor plate for wall constructions comprising an elongated metal channel member having a flat web adapted to rest upon and be secured to a horizontal supporting surface and having a pair .of upstanding side walls along its longitudinal edges said walls having inturned portions overlying said web and adapted for engagement in complementary notches in the opposite vertical sides of a stud whereby to prevent vertical withdrawal of said stud from said channel member, said inturned portions being disposed at dilferent distances from said web, said web including a pair of upturned portions adapted to embrace opposite longitudinally spaced sides of a stud when disposed between said side walls whereby to prevent movement of said stud longitudinally of said channel member.
  • a stud anchor plate for wall constructions comprising an elongated metal channel member having a substantially flat web comprising a bottom wall adapted to rest upon and be secured to a horizontal supporting surface, a pair of upstanding side walls at the marginal edges of said Web and spaced from each other a suflicient distance to snugly receive a wall stud therebetween, said side walls having inturned portions comprising flanges overlying said web and adapted for engagement in complementary notches in the adjacent vertical sides of studs disposed in said channel member whereby to prevent vertical withdrawal of said stud from said channel member, said web having longitudinally spaced pairs of upturned portions extending transversely between said side walls, each pair of said portions being positioned to embrace the opposite sides of a stud disposed therebetween whereby to prevent relative longitudinal movement of said studs longitudinally of said channel member.
  • a wall construction comprising an elongated metal channel member including a substantially flat web comprising a bottom wall and a pair of upstanding side walls rising from the web and extending longitudinally thereof, means for fixedly securing said web upon a horizontal supporting surface, said side walls having inturned portions comprising flanges overlying said web, a stud having its lower end received between said side walls and having notches in opposite sides receiving said inturned portions thereby preventing vertical withdrawal of said stud from said channel member, said web having a pair of longitudinally spaced, transversely extending and upwardly projecting portions embracing said stud and preventing longitudinal movement of the latter in said channel member.

Description

Jan. 3, 1961 L. J. FREEMAN, JR
STUD ANCHOR PLATE 2 Sheets-Sheet 1 Filed Oct. 29, 1956 Lawson J. Freeman, Jr.
IN VEN TOR.
B Y MW FM Jan. 3, 1961 L. J. FREEMAN, JR 2,966,708
STUD ANCHOR PLATE Filed Oct. 29; 1956 2 Sheets-Sheet 2 Fig, 3
". INVENTOR.
" f. f 1 f: BY
' L awson J. Freeman, Jr.
United States Patent STUD ANCHOR PLATE Lawson J. Freeman, Jr., Houma, La., assignor of thirtyfive percent to Joseph 0. Theriot and sixty-five percent to Arthur J. Lambert, Houma, La.
Filed Oct. 29, 1956, Ser. No. 618,983
17 Claims. (Cl. 20-95) This invention comprises a novel and useful stud anchor plate and more particularly relates to a building construction element adapted to be secured to a foundation, frame or other supporting surface to facilitate and secure the attachment of the studs of partition walls and the like to said supporting base.
The primary object of this invention is to provide a building construction element which may be easily and removably applied to supporting surfaces such as footings or foundations and whereby the studs of partitions or walls may be removably and securely engaged to an anchor plate.
A further object of the invention is to provide an anchor plate in accordance with the foregoing objects which shall be of a simple, lightweight sheet metal construction.
A further object of the invention is to provide an anchor plate having an easily constructed, simple but ef* fective and readily detachable connection with the lower portion of a stud for securing the same to the anchor plate.
A further important object of the invention is to provide an anchor plate in accordance with the preceding ob jects in which the side walls of the anchor plate shall have a resilient locking engagement with notches in a stud together with means for preventing displacement of the stud longitudinally of the anchor plate.
These together with other objects and advantages which will become subsequently apparent reside in the details of construction and operation as more fully hereinafter described and claimed, reference being had to the accompanying drawings forming a part hereof, wherein like numerals refer to like parts throughout, and in which:
Figure 1 is -a fragmentary perspective view showing a preferred embodiment of a stud anchor plate in accordance with this invention, the latter being shown secured to a fitting or foundation, and illustrating the manner in which studs of a wall or partition are removably secured to the anchor plate;
Figure 2 is a perspective view, parts being broken away, and showing the cooperating portions of an anchor plate and a stud adapted to be detachably engaged therewith;
Figure 3 is a view in vertical section taken substantially upon the plane indicated by the section line 33 of Figure 1 and showing the manner in which a stud is engaged in and secured to an anchor plate in accordance with this invention;
Figure 4 is a vertical longitudinal sectional view taken substantially upon the plane indicated by section line 44 of Figure 3 and illustrating the manner in which the anchor plate is secured to the footing or foundation and in which the studs are secured to the anchor plate and prevented from longitudinal movement relative thereto;
Figures 5 and 6 are views similar to Figure 3 but illustrate successive stages by which a stud is engaged in or removed from this attachment to the stud anchor plate.
2,966,708 Patented Jan. 3, 1961 ICC The present invention relates generally to a stud anchor plate construction whereby the lower ends of the studs of a wall or partition of a building construction may be detachably secured in an improved manner to a supporting element such as a footing or foundation. Refer ring to Figure 1 it will be seen that the stud anchor plate, indicated generally by the numeral 10 is shown mounted upon a portion of the foundation or footing 12 and embraces and engages the lower portions of studs 14 for detachably securing the same to the anchor plate and thus to the foundation.
Referring now primarily to Figure 2 it will be seen that the anchor plate 10 consists of a channel member preferably of sheet metal, and which is provided with a web or base-portion 16, from the longitudinal edges of which rise perpendicular side walls 18 and 20. At convenient positions along its length, the web 10 is provided with apertures 22, by means of which anchor bolts 24, see Figure 4, embedded in the foundation or frame 12 may be received through the apertures and by means of which the anchor plate may be secured to the footing or foundation as by conventional nuts and washers 26 and 28.
As will be readily apparent from Figures 2 and 3, the side wall 18 is of considerably greater vertical height than the side wall 20 for a purpose to become subsequently apparent. At the upper ends each of the side walls is provided with inturned portions which may comprise flanges 30 and 32, respectively which are perpendicular to the side walls and which overlie the web or base 16. As illustrated the flanges extend the entire length of the side walls, it will be readily appreciated that in some instances the flanges may be formed as portions which are of shorter length than the side walls. In other words, selected portions of the flanges may be omitted if desired.
It is preferred to form the channel member 10 of a sheet metal material which is suificiently resilient, as will be apparent from a comparison of Figures 4, 5 and 6, to permit at least one of the side walls to flex away from the other side wall, as for example to permit flexing of the wall 18 away from the wall 20 in order to enable engagement of a stud within the channel member or its removal therefrom.
Referring now especially to Figure 2 it will be seen that the lower portion of each of the studs 14 is provided with a pair of transversely extending notches 34 and 36 upon opposite sides of the same. Preferably the notch 36 is V-shaped in cross section, while the notch 34 is of lesser width and is in the form of a channel or slot having parallel side walls.
The notches 34 and 36 are spaced at different vertical heights from the lower end of the studs 14, and are complementary to and are at the same height as the flanges 30 and 32 respectively. The arrangement is such that the notch 34 is adapted to receive therein the flange 30, while the notch 36 is'adapted to receive the flange 32.
The spacing between the side walls 18 and 20 and the relative vertical heights of the flanges 30, 32 and the notches 34 and 36 is such that a stud may be transversely rocked relative to a channel member in order to effect flexing of a side wall, such as the wall 18 and thereby permit the stud to be applied or removed from the channel member. In applying the stud to the channel member, the V-shaped enlarged notch 36 is applied to the flange 32, with the stud in an inclined position as shown in Figure 5. Thereafter the stud is rocked vertically upwardly, the lower edge 38 of the stud pressing against the flange 30 and flexing the wall 18 outwardly as shown in Figure 6, after which the stud may move in a vertical position and the resiliency of the walls 18 and 20 will cause the flange 30 to engage in the notch 34,
When once the stud has been moved into its final position, as shown in Figures 1 and 3, the inherent resiliency of the side walls 20 and 18 will cause their flanges to engage in the notches of the stud and thus prevent vertical or transverse movement of the stud with respect to the channels, except for a transverse rocking movement. In order to withdraw the stud, reverse operation is applied from that previously described, the stud being rocked about the engagement of the flange 32 in the notch 36 to thereby cause the wall 18 to spring away, after which the stud may be withdrawn by further rocking the member as shown in Figure 5 and thereafter lifting the stud from its engagement with the channel member.
The present invention also comprises a means to prevent longitudinal sliding movement of a stud relative to the channel member once the same has been engaged therewith. For this purpose, at suitable intervals along its length, the web 1-6 is provided with pairs of upturned flanges, lugs or portions 49, which may be formed as by appropriately slitting the base 16 and forcing the edges of this slit upwardly. Preferably these flanges 40 have their ends terminating in spaced relation to the side walls 18 and 2% as will be readily apparent from Figures 1, 2, 5 and 6.
It should be here noted that although one slot and flange, such as the slot 34 and flange 3% have a relatively snug engagement, the other slot and flange, that is the slot 36 and the flange 32, have a relatively looser fit in order to permit the above described rocking action.
From the foregoing it will be apparent that there is provided a construction which may be economically formed of sheet metal material at low expense, may be readily applied to and secured to a foundation or footing and when so applied will permit the easy attachment of studs thereto or removal of the studs therefrom.
The foregoing is considered as illustrative only of the principles of the invention. Further, since numerous modifications and changes will readily occur to those skilled in the art, it is not desired to limit the invention to the exact construction and operation shown and described, and accordingly all suitable modifications and equivalents may be resorted to, falling within the scope of the invention as claimed.
What is claimed as new is'as follows:
1. A stud anchor plate for wall constructions comprising an elongated metal channel member having a substantially flat web adapted to rest upon and be secured to a horizontal supporting surface and having a pair of vertical side walls along its longitudinal edges, said Walls having inturned portions overlying said web and adapted for engagement in complementary notches in Opposite sides of a stud whereby to prevent vertical withdrawal of said stud from said channel member, said web including a pair of upturned portions adapted to embrace opposite sides of a stud when disposed between said side walls whereby to prevent movement of said stud longitudinally of said channel member.
2. A stud anchor plate for wall constructions comprising an elongated metal channel member having a substantially flat web adapted to rest upon and be secured to a horizontal supporting surface and having a pair of vertical side Walls along its longitudinal edges, said walls having inturned portions overlying said web and adapted for engagement in complementary notches in opposite sides of a stud whereby to prevent vertical withdrawal of said stud from said channel member, said web including a pair of upturned portions adapted to embrace opposite sides of a stud when disposed between said side walls whereby to prevent movement of said stud longitudinally of said channel member, said upturned portions terminating in spaced relation to said side walls.
3. A stud anchor plate for wall constructions comprising an elongated metal channel member having a flat web adapted to rest upon and be secured to a horizontal supporting surface and having a pair .of upstanding side walls along its longitudinal edges said walls having inturned portions overlying said web and adapted for engagement in complementary notches in the opposite vertical sides of a stud whereby to prevent vertical withdrawal of said stud from said channel member, said inturned portions being disposed at dilferent distances from said web, said web including a pair of upturned portions adapted to embrace opposite longitudinally spaced sides of a stud when disposed between said side walls whereby to prevent movement of said stud longitudinally of said channel member.
4. A stud anchor plate for wall constructions comprising an elongated metal channel member having a substantially flat web comprising a bottom wall adapted to rest upon and be secured to a horizontal supporting surface, a pair of upstanding side walls at the marginal edges of said Web and spaced from each other a suflicient distance to snugly receive a wall stud therebetween, said side walls having inturned portions comprising flanges overlying said web and adapted for engagement in complementary notches in the adjacent vertical sides of studs disposed in said channel member whereby to prevent vertical withdrawal of said stud from said channel member, said web having longitudinally spaced pairs of upturned portions extending transversely between said side walls, each pair of said portions being positioned to embrace the opposite sides of a stud disposed therebetween whereby to prevent relative longitudinal movement of said studs longitudinally of said channel member.
5. The combination of claim 4 wherein said portions are integral with said web and consist of material struck upwardly therefrom and comprising flat, vertically extending plates.
6. The combination of claim 4 wherein said portions are integral with said web and consist of material struck upwardly therefrom and comprising fiat, vertically extending plates, said plates having their upper edges terminating within said channel members and below the tops of said side walls.
7. The combination of claim 4 wherein said portions are integral with said web and consist of material struck upwardly therefrom and comprising flat, vertically extending plates, said plates having their upper edges terminating within said channel members and below the tops of said side walls, and have their vertical sideedges terminating each in spaced relation to the adjacent side wall.
8. The combination of claim 4- wherein said inturned portions are disposed at difierent vertical distances from said web and at least one of said side walls is sufficiently resilient to enable engagement and disengagement of said inturned portions with the corresponding notches of a stud when the latter is tilted transversely of said channel member.
9. The combination of claim 4 wherein said inturned portions are disposed at diflerent vertical distances from said web and at least one of said side walls is sufficiently resilient to enable engagement and disengagement of said inturned portions with the corresponding notches of a stud when the latter is tilted transversely of said channel member, said upturned portions being integral with said web and consisting of material struck upwardly therefrom and comprising flat, vertically extending plates.
10. The combination of claim 4 wherein said inturned portions are disposed at diflerent vertical distances from said Web and at least one of said side walls is sufliciently resilient to enable engagement and disengagement of said inturned portions with the corresponding notches of a stud when the latter is tilted transversely of said channel member, said upturned portions having their upper edges terminating within said channel member and below the tops of said side walls.
11. The combination of claim .4 wherein said inturned portions are disposed at dilferent vertical distances from said web and at least one of .said side walls is sufliciently resilient to enable engagement and disengagement of said inturned portions with the corresponding notches of a stud when the latter is tilted transversely of said channel member, said upturned portions having their vertical side edges terminating each in spaced relation to the adjacent side wall.
12. A wall construction comprising an elongated metal channel member including a substantially flat web comprising a bottom wall and a pair of upstanding side walls rising from the web and extending longitudinally thereof, means for fixedly securing said web upon a horizontal supporting surface, said side walls having inturned portions comprising flanges overlying said web, a stud having its lower end received between said side walls and having notches in opposite sides receiving said inturned portions thereby preventing vertical withdrawal of said stud from said channel member, said web having a pair of longitudinally spaced, transversely extending and upwardly projecting portions embracing said stud and preventing longitudinal movement of the latter in said channel member.
13. The combination of claim 12 wherein the inturned portions are spaced at difierent vertical distances from said web and the notches in said stud are correspondingly displaced from each other.
14. The combination of claim 12 including a plurality of pairs of said upturned portions, spaced longitudinally of said web and a plurality of studs, each receivable in a pair of said upturned portions.
15. The combination of claim 12 wherein said upturned portions are integral with said web and consist of material struck upwardly therefrom and comprise flat, vertically extending plates.
16. The combination of claim 15 wherein said upturned portions have their upper edges terminating within said channel members and below the tops of said side walls.
17. The combination of claim 16 wherein said upturned portions have their vertical side edges terminating each in spaced relation to the adjacent side wall.
References Cited in the file of this patent UNITED STATES PATENTS 1,277,319 Joice Aug. 27, 1918 2,000,243 Munske May 7, 1935 2,267,477 Siebenlist Dec. 23, 1941 2,567,554 Davey Sept. 11, 1951 FOREIGN PATENTS 587,047 Great Britain Apr. 11, 1947
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EP2997205A4 (en) * 2013-05-14 2017-01-04 Patrick Johansson A method for joining building boards and a board fixture therefore
CN110446815A (en) * 2018-03-05 2019-11-12 株式会社泷川寺社建筑 The pile anchoring of pin constructs
US20200095767A1 (en) * 2018-03-31 2020-03-26 Anthony Attalla Support wall frame system and associated use thereof
US20210293020A1 (en) * 2018-05-25 2021-09-23 Fortess Iron, LP Deck frame with integral attachment tabs
NL2027300B1 (en) * 2021-01-11 2022-07-25 Werkcon B V Attachment floor profile member, attachment system for construction of a prefab wall comprising the same, and method for construction of a prefab wall
US11643830B2 (en) * 2020-06-17 2023-05-09 Project Frog, Inc. Anchorage template for building walls and method

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EP2997205A4 (en) * 2013-05-14 2017-01-04 Patrick Johansson A method for joining building boards and a board fixture therefore
CN110446815A (en) * 2018-03-05 2019-11-12 株式会社泷川寺社建筑 The pile anchoring of pin constructs
US20200095767A1 (en) * 2018-03-31 2020-03-26 Anthony Attalla Support wall frame system and associated use thereof
US20210293020A1 (en) * 2018-05-25 2021-09-23 Fortess Iron, LP Deck frame with integral attachment tabs
US11643830B2 (en) * 2020-06-17 2023-05-09 Project Frog, Inc. Anchorage template for building walls and method
NL2027300B1 (en) * 2021-01-11 2022-07-25 Werkcon B V Attachment floor profile member, attachment system for construction of a prefab wall comprising the same, and method for construction of a prefab wall

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