US3481575A - Prefabricated wall form - Google Patents

Prefabricated wall form Download PDF

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US3481575A
US3481575A US628020A US3481575DA US3481575A US 3481575 A US3481575 A US 3481575A US 628020 A US628020 A US 628020A US 3481575D A US3481575D A US 3481575DA US 3481575 A US3481575 A US 3481575A
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panels
walers
wall
rows
panel
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Artil Arrighini
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ROCFORM CORP
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ROCFORM CORP
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E04G17/045Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements

Definitions

  • the form comprises laterally spaced walls between which the composition material is poured.
  • Each Wall includes a plurality of panels, the panels being stacked on one another in vertical rows or columns. The panels in adjacent rows are secured together by clamps. Tie rods extend between the Walls to secure them together.
  • Another object is to provide a prefabricated wall form in which the walers on the panels of one wall will always be directly opposite the walers on the opposite wall no matter what the selection and arrangement of panels.
  • Another object is to provide panels of different lengths, but in which the length of each panel is a whole number multiple of the spacing between walers.
  • Another object is to provide equally spaced walers on each panel in which the ends of the panels are spaced from the adjacent walers one-half the distance between the walers.
  • Another object is to provide a wall made of a plurality of vertical rows or panels in which the joints between the ends of the panels in adjacent rows are staggered.
  • FIGURE 1 is a fragmentary perspective view of a "collapsible wall form constructed according to my invention.
  • FIGURE 2 is a semi-diagrammatic outside elevational clamps.
  • FIGURE 5 is a sectional view'taken on the line 5-5 of FIGURE 4.
  • FIGURE 6 is a sectional view taken on the line 6-6 of FIGURE 4.
  • FIGURE 1 a part of a prefabricated wall form embodying the features of this invention is shown in FIGURE 1 as comprising a footing 10 and a vertical wall forming unit 11,supported on the footing.
  • the wall forming .unit 11 comprises laterally spaced, parallel vertical walls 15 respectively supported at the bottom edges on footing 10 and cooperating with one another to provide the space therebetween required to form the vertical composition wall 14.
  • Each vertical wall 15 in turn comprises a plurality of vertical rectangular elongated sections or panels 16 which are separable from one another and adapted to be releasably secured together in edge-to-edge relationship by suitable clamps 17 as more fully described hereinafter.
  • Each wall panel 16 comprises a frame 18 and a sheet or facing 19 of plywood or the like secured to the inner surface of the frame 18.
  • the frame 18 for each panel is composed of top, bottom and side members 20, 21 and 22 respectively. In some cases where the panels 16 are of substantial width, it is also preferred to reinforce the same with an upright member 23 positioned intermediate the opposite side members 22.
  • the width of all of the panels is the same, although the panels are of different height or vertical dimension.
  • the panels marked A are of the greatest length
  • the panels marked B are of an intermediate length
  • the panels marked C are of the shortest length.
  • the panels A may be 8 feet long
  • the panels B may be 6 feet long
  • the panels C may be 4 feet long.
  • Each of the panels has two or more horizontal walers 24 secured to the outer surfaces of the side members 22 of the frame.
  • Each waler consists of a pair of vertically spaced horizontal angles 25. The angles of each waler are arranged so that their flanges 26 Eare substantially ilush with the outer surface of the frame and lie in the same vertical plane.
  • the llanges 27 of the walers extend in an inward direction from the adjacent edges of the flanges 26 in vertically spaced horizontal planes.
  • the spacing between the walers, measured between centers, on all of the panels is the same. Also, the spacing between the top waler on each panel and the uper end of the panel, and -between the bottom waler on each panel and the lower end of the panel, again measured from the center of the waler, is one-half the spacing between walers. For example, employing panels of 8 feet, 6 feet and 4 feet lengths, the spacing between walers may be 2 feet and the spacing between the ends of the panels and the adjacent walers may be one foot. Thus it will be seen that the panels while of different lengths, each has a length that is a whole number multiple of the spacing between walers. Obviously, a 2-foot long panel could be employed in which event the panel would have a single horizontal waler disposed midway between its upper and lower ends.
  • the panels in each of the walls 15 are arranged in vertical rows or columns with the panels in each row or column stacked end-to-end upon one another.
  • the rows of panels in FIGURE 2 are designated 1, 2, 3, 4, 5.
  • the sides of the panels in adjacent rows are clamped in edgeto-edge relation to one another by clamps 17.
  • the front or inner -sheet or facing 19 of the several panels cooperate to form a continuous vertical planar substantially uninterrupted surface against which the composition material may be cast.
  • the walers 24 on the panels of the several rows assume positions in alignment with one another.
  • the walers on the panels in any one row line up horizontally with the walers on the panels in all of the other rows. Since the waler arrangement on each panel is symmetrical with respect to a horizontal central axis, any or all of the panels may be reversed end for end without changmg the order or position of the walers.
  • the walls are arranged so that the vertically spaced, horizontally extending and aligned walers 24 of one wall are directly opposite those of the other wall. Moreover, the walls are preferably arranged so that the vertical rows of panels in one wall are directly opposite the Vertlcal rows of panels in the other wall.
  • the opposed walls 15 are held in proper laterally spaced relationship by tie rods 30.
  • the tie rods 30 extend through openings 31 formed in the front facings or sheets 19 of the opposed panels. These openings 31 are aligned or in register wlth the space between the angles of each waler 24 so that obviously therefore the holes 31 in the opposed panels will register with one another.
  • the opposite ends of the tie rods 40 respectively project between the angles 25 of the walers.
  • the tie rods taper in width and in thickness from one end to the other enabling them to be readily removed from the composition wall 14 after the latter has become set sufficiently to permit disassembling the form.
  • each tie rod is formed with an elongated slot 32 of suiiicient dimension to receive one of the clips 29.
  • the slots 32 are spaced beyondthe transverse angles 25 of the walers so that the clips abut the outer surfaces of the angles and thereby hold the opposed wall sections 16 against relative movement in an outward direction.
  • Formed on or secured to the upper end of each clip is a hook 33.
  • the hooks 33 are adapted to engage over the uppermost angle of each waler in a manner clearly shown in FIGURES 1 and 3 to thus cooperate in holding the opposed panels 16 against relative movement in an inward direction.
  • each clamp 17 comprises a pair of relatively slidable parts 43 and 44.
  • the part 44 comprises a laterally inwardly opening U-shaped member having oppositely extending support engaging flanges 45 and having a laterally inwardly extending finger 46 at one end.
  • the part 43 is in the form of a plate which is slidably supported in the U-shaped member 44 and is held in assembled relation with the U-shaped member by a strip 47 which is welded or otherwise suitably secured to the U-shaped member at the open side thereof.
  • the end of the part 43 opposite the end of the part 44 having the finger 46 thereon is also formed with a laterally inwardly extending finger 48.
  • the fingers 46 and 48 converge to provide, in effect, hook portions for respective engagement with pins 49.
  • the pins 49 are respectively secured to adjacent panels 16, and in the present instance extend between and are secured to the respective pairs of angles 25.
  • the clamps 17 are positioned opposite angles 25, as shown in FIGURE l of the drawings, across the joint between the side edges of adjacent panels.
  • each clamp is positioned so that the flanges 45 on the U-shaped part 44 bear against the outer sides of the adjacent ends of the angles 25 of walers 24 in overlapping relationship to the joint between the vertical side edges of adjacent panels.
  • the fingers 46 and 48 are respectively engaged with the pins 49 in the manner shown in FIGURE 4, so that relative sliding movement of the parts 43 and 44 in a direction toward one another urges the adjacent vertical side edges of the panels in intimate contacting relationship.
  • the clamp parts 43 and 44 are relatively moved toward one another by a stake 50 which extends through vertical slots 51 formed in the clamp parts 43 and 44.
  • the location of the slots 51 in the respective clamp parts is determined so that the slots register with one another in the clamped position of the parts, and the stake 50 is wedge-shaped to impart la cam action on opposite end walls of the slots 51 to effect alignment of the slots in response to movement of the wedge-shaped stake in a downward direction relative to the clamp parts.
  • the construction is such that as the wedge-shaped stake is moved downwardly through the slots 51, the parts 43 and 44 of the clamp are relatively moved in a direction toward one another.
  • the inclined edges on the fingers 46 and 48 respectively exert a camming action on the pin 49 to force the vertical side edges of adjacent wall sections together.
  • each stake 50 may be provided with a pin 52 which limits the extent of withdrawal of the stake, and retains the latter in assembled relationship with the clamp.
  • a collapsible form for composition wall structures comprising laterally spaced walls between which composition material is adapted to be poured, each wall including a row of two or more panels arranged end-toend, said rows being of substantially equal length and opposed to one another, elongated walers secured to said panels and extending from side to side thereof, said walers on one wall being parallel and equally spaced from one another, said walers on the other wall being parallel and equally spaced from one another the same distance as the walers on said one wall and disposed directly opposite the walers on said one wall, said Wallers being symmetrically arranged on said panels with respect to the central transverse axes of said panels, certain of said panels being of -a different length than others, the length of each panel being a whole number multiple of the spacing between walers, the ends of said panels being spaced from the adjacent walers one-half the spacing between walers, means for connecting said walls together including ties extending between said rows, and means connecting each tie to opposed walers .on said walls
  • each panel has two or more walers.
  • each wall includes at least one additional row of two or more additional panels arranged end-to-end, said additional rows extending alongside said rst-mentioned rows and being opposed to one another, additional elongated walers secured to said additional panels and extending from side to side thereof, said additional walers on each wall being aligned with the first-mentioned walers on the saine wall and directly opposed to said additional walers on the other wall, certain of said additional panels being of a different length than others, the length of each additional panel being a whole number multiple of the spacing between said additional walers, means for connecting said additional rows together including ties extending therebetween, means connecting each of the last-mentioned ties to opposed walers of said additional rows, clamps connecting panels in adjacent rows together, the joints between the ends of the panels in said rows of each wall being staggered, all rows being upright, said additional rows being of substantially the same length as said first-mentioned rows, each panel

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

Description

2 Sheets-Sheet 1 Dec. 2, 1969 A. ARRIGHINI PREFABRICATED WALL FORM Filed April 3, 1967 ...fl I i i r/mn.. rrhh 4 ligase.. IEW .2i o J 4 ...far PI i I! il lli, IIE Ii n. 'Ink-rl 5 l iJ/I If. lf/I/I I/, .,./.H/f/ I 3 gwlq/iu/ Aa 2 2 .2 N. m. wm F m s w. W# 6 u, l m F BY l uw ,MM ATTORNEY s De- 2, 1969 A. ARRIGHINI 3,481,575
PREFABRICATED WALL FORM Filed April s, 1967 2 sheets-Sheet z FIGA- 'WSR IO" o o Fl INVENTOR l ARTn. ARmGHlNl ATTORNEYsf United States Patent Office Patented Dec. 2, 1969 U.S. Cl. 249--45 3 Claims ABSTRACT OF THE DISCLOSURE This invention relates to a collapsible prefabricated form into which composition material such as concrete may be poured to form a composition wall structure.
`The form comprises laterally spaced walls between which the composition material is poured. Each Wall includes a plurality of panels, the panels being stacked on one another in vertical rows or columns. The panels in adjacent rows are secured together by clamps. Tie rods extend between the Walls to secure them together.
Verticallyv spaced horizontal walers are secured to the panels, and clips are provided to connect the tie rods to the walers. The panels are of different lengths, but the length of every panel is a whole number multiple of the spacing between walers. Therefore, the walers on the two walls will always be opposed to one another no matter what combinations of panel lengths are employed.
BACKGROUND OF THE INVENTION This invention represents an improvement on the structre shown in my earlier Patent No. 2,526,529 issued Mar. 29, 1948. In earlier prefabricated forms, as exmpliiied in my earlier patent, the panels have been of the same length. According to my present invention, different length panels are employed so that composition wall structures of any height may be poured.
SUMMARY F THE INVENTION It is an essential object of the invention to provide an improved Prefabricated wall form having panels of different lengths making it possible, by the arrangement and selection of panels, to pour composition wall structures of any desired height.
Another object is to provide a prefabricated wall form in which the walers on the panels of one wall will always be directly opposite the walers on the opposite wall no matter what the selection and arrangement of panels.
' Another object is to provide panels of different lengths, but in which the length of each panel is a whole number multiple of the spacing between walers.
Another object is to provide equally spaced walers on each panel in which the ends of the panels are spaced from the adjacent walers one-half the distance between the walers.
Another object is to provide a wall made of a plurality of vertical rows or panels in which the joints between the ends of the panels in adjacent rows are staggered.
Other objects and features of the invention will become apparent as the description proceeds, especially when taken in conjunction with the accompanying drawings, wherein:
, FIGURE 1 is a fragmentary perspective view of a "collapsible wall form constructed according to my invention.
FIGURE 2 is a semi-diagrammatic outside elevational clamps.
FIGURE 5 is a sectional view'taken on the line 5-5 of FIGURE 4.
FIGURE 6 is a sectional view taken on the line 6-6 of FIGURE 4.
Referring now more particularly to the drawings, a part of a prefabricated wall form embodying the features of this invention is shown in FIGURE 1 as comprising a footing 10 and a vertical wall forming unit 11,supported on the footing.
The wall forming .unit 11 comprises laterally spaced, parallel vertical walls 15 respectively supported at the bottom edges on footing 10 and cooperating with one another to provide the space therebetween required to form the vertical composition wall 14. Each vertical wall 15 in turn comprises a plurality of vertical rectangular elongated sections or panels 16 which are separable from one another and adapted to be releasably secured together in edge-to-edge relationship by suitable clamps 17 as more fully described hereinafter.
Each wall panel 16 comprises a frame 18 and a sheet or facing 19 of plywood or the like secured to the inner surface of the frame 18. The frame 18 for each panel is composed of top, bottom and side members 20, 21 and 22 respectively. In some cases where the panels 16 are of substantial width, it is also preferred to reinforce the same with an upright member 23 positioned intermediate the opposite side members 22.
The width of all of the panels is the same, although the panels are of different height or vertical dimension. As seen in FIGURE 2, the panels marked A are of the greatest length, the panels marked B are of an intermediate length, and the panels marked C are of the shortest length. Thus, for example, the panels A may be 8 feet long, the panels B may be 6 feet long and the panels C may be 4 feet long.
Each of the panels has two or more horizontal walers 24 secured to the outer surfaces of the side members 22 of the frame. Each waler consists of a pair of vertically spaced horizontal angles 25. The angles of each waler are arranged so that their flanges 26 Eare substantially ilush with the outer surface of the frame and lie in the same vertical plane. The llanges 27 of the walers extend in an inward direction from the adjacent edges of the flanges 26 in vertically spaced horizontal planes.
The spacing between the walers, measured between centers, on all of the panels is the same. Also, the spacing between the top waler on each panel and the uper end of the panel, and -between the bottom waler on each panel and the lower end of the panel, again measured from the center of the waler, is one-half the spacing between walers. For example, employing panels of 8 feet, 6 feet and 4 feet lengths, the spacing between walers may be 2 feet and the spacing between the ends of the panels and the adjacent walers may be one foot. Thus it will be seen that the panels while of different lengths, each has a length that is a whole number multiple of the spacing between walers. Obviously, a 2-foot long panel could be employed in which event the panel would have a single horizontal waler disposed midway between its upper and lower ends.
The panels in each of the walls 15 are arranged in vertical rows or columns with the panels in each row or column stacked end-to-end upon one another. The rows of panels in FIGURE 2 are designated 1, 2, 3, 4, 5. The sides of the panels in adjacent rows are clamped in edgeto-edge relation to one another by clamps 17.
When the panels in each of the walls 15 are positioned in edge-to-edge relation as thus shown and described, the front or inner -sheet or facing 19 of the several panels cooperate to form a continuous vertical planar substantially uninterrupted surface against which the composition material may be cast.
Attention is further called to the fact that when the several panels 16 of the laterally spaced walls 15 are respectively positioned on the footing 10, the walers 24 on the panels of the several rows assume positions in alignment with one another. As seen in FIGURE 2, despite the fact that panels of different lengths are employed, the walers on the panels in any one row line up horizontally with the walers on the panels in all of the other rows. Since the waler arrangement on each panel is symmetrical with respect to a horizontal central axis, any or all of the panels may be reversed end for end without changmg the order or position of the walers.
The walls are arranged so that the vertically spaced, horizontally extending and aligned walers 24 of one wall are directly opposite those of the other wall. Moreover, the walls are preferably arranged so that the vertical rows of panels in one wall are directly opposite the Vertlcal rows of panels in the other wall.
The opposed walls 15 are held in proper laterally spaced relationship by tie rods 30. As shown particularly in FIG- URE 3, the tie rods 30 extend through openings 31 formed in the front facings or sheets 19 of the opposed panels. These openings 31 are aligned or in register wlth the space between the angles of each waler 24 so that obviously therefore the holes 31 in the opposed panels will register with one another. The opposite ends of the tie rods 40 respectively project between the angles 25 of the walers. Preferably the tie rods taper in width and in thickness from one end to the other enabling them to be readily removed from the composition wall 14 after the latter has become set sufficiently to permit disassembling the form. The opposite ends of each tie rod are formed with an elongated slot 32 of suiiicient dimension to receive one of the clips 29. The slots 32 are spaced beyondthe transverse angles 25 of the walers so that the clips abut the outer surfaces of the angles and thereby hold the opposed wall sections 16 against relative movement in an outward direction. Formed on or secured to the upper end of each clip is a hook 33. The hooks 33 are adapted to engage over the uppermost angle of each waler in a manner clearly shown in FIGURES 1 and 3 to thus cooperate in holding the opposed panels 16 against relative movement in an inward direction.
As stated above, the adjacent vertical sides or edges of the panels 16 are secured together by the clamps 17. As shown particularly in FIGURES 1 and 4-6, each clamp 17 comprises a pair of relatively slidable parts 43 and 44. The part 44 comprises a laterally inwardly opening U-shaped member having oppositely extending support engaging flanges 45 and having a laterally inwardly extending finger 46 at one end. The part 43 is in the form of a plate which is slidably supported in the U-shaped member 44 and is held in assembled relation with the U-shaped member by a strip 47 which is welded or otherwise suitably secured to the U-shaped member at the open side thereof. The end of the part 43 opposite the end of the part 44 having the finger 46 thereon is also formed with a laterally inwardly extending finger 48. As shown particularly in FIGURE 4 of the drawings, the fingers 46 and 48 converge to provide, in effect, hook portions for respective engagement with pins 49. The pins 49 are respectively secured to adjacent panels 16, and in the present instance extend between and are secured to the respective pairs of angles 25.
The clamps 17 are positioned opposite angles 25, as shown in FIGURE l of the drawings, across the joint between the side edges of adjacent panels. In detail, each clamp is positioned so that the flanges 45 on the U-shaped part 44 bear against the outer sides of the adjacent ends of the angles 25 of walers 24 in overlapping relationship to the joint between the vertical side edges of adjacent panels. In positioning the clamps, the fingers 46 and 48 are respectively engaged with the pins 49 in the manner shown in FIGURE 4, so that relative sliding movement of the parts 43 and 44 in a direction toward one another urges the adjacent vertical side edges of the panels in intimate contacting relationship.
The clamp parts 43 and 44 are relatively moved toward one another by a stake 50 which extends through vertical slots 51 formed in the clamp parts 43 and 44. The location of the slots 51 in the respective clamp parts is determined so that the slots register with one another in the clamped position of the parts, and the stake 50 is wedge-shaped to impart la cam action on opposite end walls of the slots 51 to effect alignment of the slots in response to movement of the wedge-shaped stake in a downward direction relative to the clamp parts. In other words, the construction is such that as the wedge-shaped stake is moved downwardly through the slots 51, the parts 43 and 44 of the clamp are relatively moved in a direction toward one another. As the clamp parts are relatively moved toward one another, the inclined edges on the fingers 46 and 48 respectively exert a camming action on the pin 49 to force the vertical side edges of adjacent wall sections together.
It of course follows from the above that the clamps may be readily released by merely moving the wedgeshaped stakes 50 in an upward direction to release the clamping action on the respective panels 16. After the stake 50 has been raised a short distance, the clamping parts may be relatively moved in directions away from each other a suicient distance to disengage the lingers from the respective pins 49, whereupon the clamp may be removed from the panels. If desired, the lower end of each stake 50 may be provided with a pin 52 which limits the extent of withdrawal of the stake, and retains the latter in assembled relationship with the clamp.
The use of panels of different lengths enables constructing a form of any desired height depending upon the height of the composition Wall desired. Obviously, if only 8 foot panels are available, there will be problems in pouring a l0 foot wall. The different panel lengths employed in the present system makes it possible to increase the height of the form in small increments. However, the relation of panel lengths to waler spacing assures that the vertical spacing of the walers to which the tie rods are connected remains constant.
What I claim as my invention is:
1. A collapsible form for composition wall structures comprising laterally spaced walls between which composition material is adapted to be poured, each wall including a row of two or more panels arranged end-toend, said rows being of substantially equal length and opposed to one another, elongated walers secured to said panels and extending from side to side thereof, said walers on one wall being parallel and equally spaced from one another, said walers on the other wall being parallel and equally spaced from one another the same distance as the walers on said one wall and disposed directly opposite the walers on said one wall, said Wallers being symmetrically arranged on said panels with respect to the central transverse axes of said panels, certain of said panels being of -a different length than others, the length of each panel being a whole number multiple of the spacing between walers, the ends of said panels being spaced from the adjacent walers one-half the spacing between walers, means for connecting said walls together including ties extending between said rows, and means connecting each tie to opposed walers .on said walls.
2. The collapsible form dened in claim 1, wherein each panel has two or more walers.
3. The collapsible form delined in claim 1, wherein each wall includes at least one additional row of two or more additional panels arranged end-to-end, said additional rows extending alongside said rst-mentioned rows and being opposed to one another, additional elongated walers secured to said additional panels and extending from side to side thereof, said additional walers on each wall being aligned with the first-mentioned walers on the saine wall and directly opposed to said additional walers on the other wall, certain of said additional panels being of a different length than others, the length of each additional panel being a whole number multiple of the spacing between said additional walers, means for connecting said additional rows together including ties extending therebetween, means connecting each of the last-mentioned ties to opposed walers of said additional rows, clamps connecting panels in adjacent rows together, the joints between the ends of the panels in said rows of each wall being staggered, all rows being upright, said additional rows being of substantially the same length as said first-mentioned rows, each panel having two or more walers and the ends of said panels in said additional rows being spaced from the adjacent Walters onehalf the spacing between walers.
References Cited UNITED STATES PATENTS 2,442,292 5 1948 Hart 249-192 X 2,526,529 10/ 1950 Arrighini et a1.
I. SPENCER OVERHOLSER, Primary Examiner 10 D. W. JONES, Assistant Examiner U.S. Cl. X.R. 249-191
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3938776A (en) * 1970-10-05 1976-02-17 Frazier Stanley J Forming panel with connection means for abutting panels
DE2716864A1 (en) 1977-04-16 1978-10-19 Gerhard Dingler Formwork vertical member clamp - has two bent arms with key through overlap and other ends locking into locating grooves
FR2434683A1 (en) * 1978-09-04 1980-03-28 Dingler Gerhard Formwork vertical member clamp - has two bent arms with key through overlap and other ends locking into locating grooves
DE3545273A1 (en) * 1985-12-20 1987-06-25 Peri Werk Schwoerer Kg Artur Turnbuckle device for concrete-shuttering elements
EP0311876A2 (en) * 1987-10-10 1989-04-19 Gerhard Dingler Compound for prefabricated forms
ES2066676A2 (en) * 1992-07-21 1995-03-01 Ulma S Coop Improved cramp for joining modular form panels.
US5625989A (en) * 1995-07-28 1997-05-06 Huntington Foam Corp. Method and apparatus for forming of a poured concrete wall
AT407412B (en) * 1992-05-18 2001-03-26 Interfama Srl DEVICE WITH A SHAWLOCK FOR CONNECTING REINFORCEMENT BEAMS OF SHEET PANELS
US6523323B2 (en) * 2001-07-20 2003-02-25 Wall-Ties & Forms, Inc. Method and apparatus for ganging together concrete forms
US7337591B2 (en) 2001-11-28 2008-03-04 Inteplast Group, Ltd. Building construction system
US20110232218A1 (en) * 2010-03-26 2011-09-29 Hynes Thomas A Form work, system, and method
US20180148923A1 (en) * 2015-06-10 2018-05-31 Ricardo Jovino Bravo Valenzuela Structural wall with a structure exogenous to the longitudinal axis thereof for enabling the inside of the wall to be filled on site

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2442292A (en) * 1944-04-24 1948-05-25 Nicholas Del Genio Form for plastic structural work
US2526529A (en) * 1948-03-29 1950-10-17 Arrighini Artil Prefabricated wall form

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2442292A (en) * 1944-04-24 1948-05-25 Nicholas Del Genio Form for plastic structural work
US2526529A (en) * 1948-03-29 1950-10-17 Arrighini Artil Prefabricated wall form

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3938776A (en) * 1970-10-05 1976-02-17 Frazier Stanley J Forming panel with connection means for abutting panels
DE2759966C3 (en) * 1977-04-16 1995-08-31 Gerhard Dingler formwork
DE2716864A1 (en) 1977-04-16 1978-10-19 Gerhard Dingler Formwork vertical member clamp - has two bent arms with key through overlap and other ends locking into locating grooves
DE2759966C2 (en) * 1977-04-16 1986-04-17 Gerhard 7274 Haiterbach Dingler formwork
FR2434683A1 (en) * 1978-09-04 1980-03-28 Dingler Gerhard Formwork vertical member clamp - has two bent arms with key through overlap and other ends locking into locating grooves
DE3545273A1 (en) * 1985-12-20 1987-06-25 Peri Werk Schwoerer Kg Artur Turnbuckle device for concrete-shuttering elements
EP0311876A3 (en) * 1987-10-10 1990-03-28 Gerhard Dingler Connecting member for prefabricated forms
EP0311876A2 (en) * 1987-10-10 1989-04-19 Gerhard Dingler Compound for prefabricated forms
AT407412B (en) * 1992-05-18 2001-03-26 Interfama Srl DEVICE WITH A SHAWLOCK FOR CONNECTING REINFORCEMENT BEAMS OF SHEET PANELS
ES2066676A2 (en) * 1992-07-21 1995-03-01 Ulma S Coop Improved cramp for joining modular form panels.
US5625989A (en) * 1995-07-28 1997-05-06 Huntington Foam Corp. Method and apparatus for forming of a poured concrete wall
US6523323B2 (en) * 2001-07-20 2003-02-25 Wall-Ties & Forms, Inc. Method and apparatus for ganging together concrete forms
US7337591B2 (en) 2001-11-28 2008-03-04 Inteplast Group, Ltd. Building construction system
US20080110118A1 (en) * 2001-11-28 2008-05-15 Enrique Molina Building construction system
US20110232218A1 (en) * 2010-03-26 2011-09-29 Hynes Thomas A Form work, system, and method
US20180148923A1 (en) * 2015-06-10 2018-05-31 Ricardo Jovino Bravo Valenzuela Structural wall with a structure exogenous to the longitudinal axis thereof for enabling the inside of the wall to be filled on site
US12104372B2 (en) * 2015-06-10 2024-10-01 Ricardo Jovino Bravo Valenzuela Structural wall with a structure exogenous to the longitudinal axis thereof for enabling the inside of the wall to be filled on site

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