US3862737A - Concrete form panels and locking means therefor - Google Patents

Concrete form panels and locking means therefor Download PDF

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US3862737A
US3862737A US402265A US40226573A US3862737A US 3862737 A US3862737 A US 3862737A US 402265 A US402265 A US 402265A US 40226573 A US40226573 A US 40226573A US 3862737 A US3862737 A US 3862737A
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channel
concrete form
locking
panel
shaped channel
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US402265A
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Jr Brantley Fuston
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Hoover Group Inc
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Hoover Ball and Bearing Co
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Assigned to HOOVER GROUP, INC. reassignment HOOVER GROUP, INC. RELEASED BY SECURED PARTY (SEE DOCUMENT FOR DETAILS). RELEASE OF SECURITY INTEREST RECORDED AT REEL 4492 FRAME 0790 DATED 12/02/85 Assignors: FIRST NATIONAL BANK OF BOSTON, THE
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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
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G2009/023Forming boards or similar elements with edge protection
    • E04G2009/025Forming boards or similar elements with edge protection by a flange of the board's frame

Abstract

Apparatus is disclosed for use in forming concrete structures such as concrete walls and the like. The apparatus comprises panel assemblies that have channel members at the marginal edges of the panels in which locking devices are positioned for interconnecting adjacent panel assemblies. The locking devices are permanently retained in the channel members.

Description

United States Patent Fuston, Jr. Jan. 28, 1975 [54] CONCRETE FORM PANELS AND LOCKlNG 2.748,?23 6/l956 Swunn 52/624 3.66l,354 5/]972 Dugiel et all 249/45 MEANS THEREFOR 3,679.l68 7/1972 Weaver et all 249/!96 [75] Inventor. Brantley Fuslon. .|r.. Stuekhridge, 173445] 5/]973 Tierney 249/47 M' h. FOREIGN PATENTS OR APPLICATIONS [73] Assgneez 23:2" 6:2 Bearmg 617,153 2/1949 Great Britain l. 249/40 c [22] Filed. Oct. 1, 1973 Primary E.\'amim'rR0her! D. Baldwin Assistant Ii.\'umincr.|0hn MCQunde [21] Appl' 402265 Anorney, Age/1!. 0r FirmOlsen and Stephenson [52] U.S. Cl 249/196, 249/45, 249/47, [57] ABSTRACT 249/189 511 Im. Cl. E04g 17/04 Apparatus is disclosed for use fmm'mg [58] Field of Search 249/44 47 Structure-S Such as Concrete walls and like 249/192 l93 195496 219 R 189 paratus comprises panel assemblies that have channel 5 members at the marginal edges of the panels in which locking devices are positioned for interconnecting ad- [56] References cued jacent panel assemblies. The locking devices are per- UNITED STATES PATENTS manently retained in the channel members. 2,297,899 l()/l942 Krueger 249/196 12 Claims. 10 Drawing Figures PATENIED JAN 2 8 I975 SHEET 10F 3 CONCRETE FORM PANELS AND LOCKING MEANS THEREFOR BACKGROUND OF THE INVENTION The present invention relates to concrete form apparatus, especially adapted for forming concrete walls.
It is now a conventional practice when erecting high rise buildings to construct concrete walls by use of forms between which concrete can be poured, and when set, the forms can be raised to a higher level for repeated use. The forms include panels which can be supported in a horizontal direction by walers, and two sets of forms are positioned in parallel arrangement facing each other so that concrete can bepoured between them. The parallel sets of forms are secured together, at least in part by flat tie members which remain embedded in the concrete after the forms are removed. The usual procedure adopted in the past for securing adjacent panels together has been to drive a lock wedge through a slotted end of a pin that is passed through flanges at the edges of the abutting panels, such as is shown for example in U.S. Pat. No. 3,077,653, issued Feb. 19, 1963 to Ward. This procedure leaves much to be desired, because the locking pin assemblies are frequently misplaced or lost requiring replacement. Not only is this costly because of the need for replacement parts, but unnecessary delays or inconveniences may occur during building construction which can result in greater financial loss to the building contractor than the mere loss of the locking devices.
SUMMARY OF THE INVENTION The present invention has overcome inadequacies of the prior art, and in addition provides improvements in concrete form apparatus which simplify the assembly of the concrete forms while providing forms characterized by their relatively light weight commensurate with their strength.
According to one form of the present invention, concrete form apparatus is provided comprising a flat panel having on one side a flat surface against which concrete can be poured, and on the other side a U- shaped channel means extending around and located adjacent to the outer marginal edges. The U-shaped channel means has a base affixed to the panel so that the channel means opens in a direction away from the panel and provides inner and outer channel walls. The channel walls have holes therein in registration at spaced intervals, and locking means are positioned in the U-shaped channel means at the associated registered holes for transverse movement along the longitudinal axes of the locking means between retracted and extended positions and include structure which cooperates with the channel means for retaining the locking means against inadvertent displacement from the concrete form apparatus. Each of the locking means is operable when in its extended position to be locked into a hole of a channel member of a similar, next-adjacent concrete form apparatus.
ln one form of the invention, the locking means is a locking key which has a cylindrical portion at its inner end for sliding and rotational movement in the hole of the inner channel wall, and it has a slot formation at its outer or extended end for receiving a lock wedge. A retainer portion is located in the U-shaped channel member restricting transverse movement of the key between its retracted and extended positions so as to avoid inadvertent displacement of the locking key from the U- shaped channel member. The retainer portion also functions in conjunction with the lock wedge to clamp two adjacent panels firmly together.
In another form of the invention, the locking means includes a bracket mounted on the exterior side of the inner wall of the channel means having a hole in alignment with the holes in the channel means, and the locking key which extends through these holes has a retainer portion dimensioned so that it can pass through the hole in the inner wall but not through the holes in the bracket and the outer wall thereby restricting movement of the retainer portion between the bracket and the outer wall. Thus, the locking means is retained against inadvertent displacement. This form of the invention has a longer key and stroke of movement to facilitate disassembly of connected concrete forms.
Preferably, the channel means is a U-shaped channel member that is an aluminum extrusion, and wear plates are then located on the interior surface of each outer channel wall adjacent to the holes so that the forces exerted by the wedge and the retainer portion of the key will bear against the relatively harder metal of the wear plates rather than against the aluminum extrusion. The harder plates will also better'absorb wear to which the channel wall would be subjected. The panel also has reinforcing members extending transversely across the panel and secured to the U-shaped channel members. The reinforcing members as well as the channel members are aluminum extrusions to provide light weight. The vertical edges of each flat panel adjacent to the holes in the U-shaped channel members are notched so that flat tie members can be positioned in the notches, and by virtue of holes that are provided in the flat tie members, the locking means can pass through the hole in the flat tie member for securing two parallel sets of concrete form apparatus together according to desired spacing and location.
By virtue of the construction and arrangement of the locking devices, they will be retained permanently in association with their panels thereby avoiding loss, and by virtue of the light weight and design of the U-shaped channel members and the support braces, a lightweight but strong panel assembly is provided.
Thus, it is an object of the present invention to provide an improved concrete form apparatus especially adapted for use in construction of high rise buildings.
Other objects of this invention will appear in the following description and appended claims, reference being had to the accompanying drawings forming a part of this specification wherein like reference characters designate corresponding parts in the several views.
BRIEF DESCRIPTION OF THE DRAWINGS.
FIG. 1 is a fragmentary front elevational view of a first and a second concrete form apparatus embodying one form of the present invention;
FIG. 2 is an enlarged section taken on the line 2-2 of FIG. 1;
FIG. 3 is an enlarged fragmentary section taken on the line 3-3 of FIG. I, but omitting the locking means to illustrate more clearly the structures of the two abutting U-shaped panel members;
FIG. 4 is a fragmentary elevational view of a flat tie member;
FIG. 5 is an enlarged fragmentary view showing one embodiment of the locking means in its retracted position',
FIG. 6 is a view similar to FIG. 5, but showing the locking means turned 90 and advanced to its extended position;
FIG. 7 is a similar view showing the locking device after a lock wedge has been inserted in the slot formation for securing the two abutting panels together;
FIG, 8 is a fragmentary view similar to FIG. 5 but showing another embodiment of the locking means in a retracted position;
FIG. 9 is a fragmentary view similar to FIG. 8 showing the locking means in its extended position with a lock wedge inserted in the locking means; and
FIG. 10 is a fragmentary section taken on the line 10-10 of FIG. 9.
DESCRIPTION OF A PREFERRED EMBODIMENT.
Before explaining the present invention in detail, it is to be understood that the invention is not limited in its application to the details of construction and arrangement of parts illustrated in the accompanying drawings, since the invention is capable of other embodiments and of being practiced or carried out in various ways. Also, it is to be understood that the phraseology or terminology employed herein is for the purpose of description and not of limitation.
Referring to the drawings, the embodiment of the invention shown in FIGS. 1-7 will now be described in greater detail. A first concrete form apparatus 10 is shown in FIG. 1 secured together with a second concrete form apparatus 12. These two units are constructed essentially the same, and only one will be described in detail. Each concrete form apparatus has a flat panel 14 that has on one side a flat surface against which concretecan be poured, and on the other side a U-shaped channel means 15 is provided which extends around and is located adjacent to the outer marginal edge of the panel. The channel means 15 includes connected U-shaped channel members, such as the members 16 and 17. The U-shaped channel member 16 has a base 18 affixed to the other side of the panel 14 so as to open in a direction away from the panel, and it includes the inner channel wall 20 and the outer channel wall 22. The channel walls 20 and 22 have holes 24 and 26 in registration at spaced longitudinal intervals, and 7 several locking means 28 are positioned in the U- shaped channel member 16 at associated registered holes for transverse movement along the longitudinal axes of the locking means for movements between retracted and extended positions, such as can be seen best in FIGS. 5-7, inclusive. When panels approximately 8 feet high are used, at least four locking means 28 will be provided.
Each locking means 28 is a locking key which comprises a cylindrical portion 30 at its axially inner end for sliding and rotational movement in the hole 24, a flat bar 31 suitably secured thereto and defining a slot formation at its extended end 32 and a retainer portion 34 located in the U-shaped channel member 16 for restricting transverse movement of the key 28 between its retracted position shown in FIG. 5 and its extended position shown in FIGS. 6 or 7. The extended end 32 has a projection 35 to prevent removal of the key when in its retracted position. Thus, it can be seen that the key,
when assembled and in place within the channel member 16, cannot be lost or displaced therefrom. The key 28 will be assembled, and the portion 30 and bar 31 will be secured together in the operative position shown in FIGS. 5-7. 5 The key 28 can be turned 90 degrees about its axis from the position shown in FIG. 5 and thereafter it can be advanced to the position shown in FIG. 6, after which the lock wedge 36 can be passed through the slot formation 32 and driven in place as shown in FIG. 7 to provide a tight clamping action between the retainer portion 34 and the lock wedge 36, thereby holding the two U-shaped channel members 18 firmly together. When the lock wedge 36 is driven in place substantial forces are exerted against the outer channel wall 22 of each concrete form apparatus 10 and 12. Preferably, the U-shaped channel members 18 are aluminum extrusions, and to reduce wear and prolong the lives of these parts, steel wear plates 38 are secured to the outer channel walls 22 by a plurality of suitably positioned rivets 40. The exterior surface of each of the outer channel walls 22 also is provided with notches 42 through which flat tie members 44 can be positioned, and the holes 46 thereof will be located in alignment with holes 24 and 26 so that the locking keys 28 will extend through them. The hole 48 at the other end of the flat tie member 44 will be similarly secured in place between two adjacent concrete form panels positioned in parallel relationship to the concrete form apparatus 10 and 12. After concrete has been poured between the parallel panel assemblies and has set, the panel assemblies will beremoved and positioned at a higher elevation, and then the end portions of the flat tie members 44 located outside the breakaway notches 50 can be broken off allowing the middle portion of the flat tie member 44 to remain embedded in the poured concrete.
The concrete form apparatus also includes transverse brace members 52 which are secured to said other side of the panel 14 and at their ends to the vertical U- shaped channel members 16. The transverse brace members 52 are also aluminum extrusions and are shaped to provide maximum strength commensurate with their light weight. The U-shaped channel members similarly are extruded according to a shape which will give high strength commensurate with light weight. In this respect, it is to be noted that the base 18 has greater thickness adjacent to the inner channel wall 22 than adjacent to the outer channel wall 20 so that the channel members can better accommodate the bending movements to which they may be subjected in use.
Attention is next directed to FIGS. 8-10 for a more detailed description of a second embodiment of the locking means. In this form of the invention the locking means 54 comprises the locking key 56 which is a flat metal stamping formed from suitable sheet or bar stock and a bracket 58 that is secured to the inner wall 20 of the U-shaped channel member 59. The locking key 56 when in its retracted position of FIG. 8 extends through aligned holes 60 and 62 in the U-shaped channel member 59 and through the hole 64 in the bracket 58, and when its extended position also through the holes 66 and 68 in the U-shaped channel member 70. The locking key 56 has in its extended end 72 a slot 74 for re- 65 ceiving the lock wedge 76. It also has a retainer portion 78 which is dimensioned with respect to hole 60 so that it can pass through hole 60 but not through holes 62 and 64, thereby retaining the locking key in channel member 59. The locking key 56 is initially installed before the bracket 58 is secured to the channel member 59, thus being permanently attached to channel member 59.
The second embodiment of the invention has an added feature in that the length of the extended end 72 and the stroke of the locking key 56 is such that the extended end 72 can be struck by a hammer or similar tool at its remote end to move the locking key 56 from its extended position to its retracted position after the lock wedge 76 has been removed. Thus. this form of the invention facilitates rapid disassembly of the concrete form apparatus.
It is claimed:
1. Concrete form apparatus comprising a flat panel having on one side a surface against which concrete can be poured and on the other side a U-shaped channel means extending around and located adjacent to the marginal edges of the panel, said U-shaped channel means having a base affixed to said other side of said panel so that the channel means opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having associated holes therein in axial alignment at spaced longitudinal intervals, and locking means positioned in said U- shaped channel means extending through associated aligned holes for transverse movement with respect to the channel means between retracted and extended positions, each said locking means being operable when in its extended position to provide an extended end which projects beyond the marginal edge so that each locking means can be locked in a hole of a channel means in a next adjacent concrete form apparatus, and each said locking means including a retainer portion extending cross-wise thereof and located for movement in said U-shaped channel means for abutment against said outer channel wall when the locking means is in said extended position and for operable abutment relative to said inner channel wall when the locking means is in its retracted position so as to preclude removal of said locking means from said U-shaped channel means.
2. The concrete form apparatus that 'is defined in claim 1, wherein each said locking means has a slot in its extended end for receiving a lock wedge.
3. The concrete form apparatus that is defined in claim 1, wherein said U-shaped channel means comprises an aluminum extrusion of U-shape, and wear plates of relatively harder metal secured at said holes to the interior surface of said outer channel wall.
4. The concrete form apparatus that is defined in claim 1, wherein said U-shaped channel means comprises an aluminum extrusion of U-shape, and said base is thicker at said inner channel wall than at said outer channel wall.
5. The concrete form apparatus that is defined in claim 1, wherein the exterior surface of said outer channel wall has notches formed therein in a direction perpendicular to said flat panel, said notches being located at the holes in the outer channel wall so that flat tie members each with a hole therein can be positioned at each of the holes in said outer channel wall and each associated locking means when in its extended position can pass through the hole of the flat tie member.
6. The concrete form apparatus that is defined in claim 1, wherein said U-shaped channel means includes U-shaped channel members mounted at each marginal edge of the flat panel and connected at their ends, and
transverse brace members are mounted on the flat panel and are connected at their ends to said U-shaped channel means.
7. The concrete form apparatus that is defined in claim 6, wherein said U-shaped channel members and said transverse brace members are aluminum extrusions.
8. Concrete form apparatus comprising a flat panel having on one side a surface against which concrete can be poured and on the other side a U-shaped channel means extending around and located adjacent to the marginal edges of the panel. said U-shaped channel means having a base affixed to said other side of said panel so that the channel means opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having associated holes therein in axial alignment at spaced longitudinal intervals, and locking means positioned in said U- shaped channel means extending through associated aligned holes for transverse movement with respect to the channel means between retracted and extended positions, each said locking means being operable when in its extended position to provide an extended end which projects beyond the marginal edge so that each locking means can be locked in a hole of a channel means in a next adjacent concrete form apparatus, each said locking means being a locking key that includes (l a cylindrical portion at its inner end for sliding and rotational movement in the hole in the inner channel wall, (2) a slot formation at its extended end for receiving a lock wedge, and (3) a retainer portion located in said U-shaped channel means for abutment with said channel walls thereby restricting transverse movement of the key between said retracted and extended positions so as to avoid inadvertent displacement of the locking key from the U-shaped channel means.
9. Concrete form apparatus comprising a flat panel having on one side a surface against which concrete can be poured and on the other side a U-shaped channel means extending around and located adjacent to the marginal edges of the panel, said U-shaped channel means having a base affixed to said other side of said panel so that the channel means opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having associated holes therein in axial alignment at spaced longitudinal intervals, and locking means positioned in said U- shaped channel means extending through associated aligned holes for transverse movement with respect to the channel means between retracted and extended positions, each said locking means being operable when in its extended position to provide an extended end which projects beyond the marginal edge so that each locking means can be locked in a hole of a channel means in a next adjacent concrete form apparatus, said locking means including a locking key that has a slot in said extended end for receiving a locking wedge when the locking key is in its extended position, said locking key having a retainer portion for abutment against the channel means to limit the extent of projection of the locking key beyond said marginal edge, and a bracket mounted on the exterior side of said inner wall and having a hole in alignment with the holes in said channel means through which said locking key extends, said hole being limited in size so that said retainer portion will abut against the bracket when the locking key is in its retracted position so as to avoid inadvertent displacement of the locking key from the U-shaped channel means.
10. The concrete form apparatus that is defined in claim 9, wherein said channel means includes an extruded U-shaped channel member which defines said base and inner and outer channel walls. and wear plates of relatively harder metal secured to the interior surface of said outer channel wall at said holes.
11. in combination, a first concrete form apparatus comprising a vertical flat panel having on one side a flat surface and on the other side a U-shaped channel member located adjacent to the vertical marginal edge of the panel, said U-shaped channel member having a base affixed to said other side of said panel so that the channel member opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having holes therein at spaced longitudinal intervals, the holes in one channel wall being in alignment with associated holes in the other channel wall, and locking keys positioned in said U-shaped channel member at associated aligned holes for transverse movement between retracted and extended positions, each key having portions adapted for sliding movement in the associated holes in the channel walls and a retainer portion extending cross-wise between said portions, said retainer portion being adapted to abut against one or the other of said channel walls so as to restrict transverse movement of the key between retracted and extended positions, the outer end portion of each key having a slot formation for receiving a lock wedge and a second concrete form apparatus constructed the same as said first concrete form apparatus and positioned with its flat panel in the same plane as that of the flat panel of said first concrete form apparatus with a vertical marginal edge in abutment with said vertical marginal edge of the first-named panel. said extended end of each key passing through the corresponding hole of the U-shaped channel member of the second concrete form apparatus. and a lock wedge press-fitted into each said slot formation so as to secure the first and second concrete form apparatus together.
12. The combination that is defined in claim 9, wherein said vertical marginal edges have notches therein at said holes in the outer channel walls. and a flat tie member passes through the associated locking key passes.

Claims (12)

1. Concrete form apparatus comprising a flat panel having on one side a surface against which concrete can be poured and on the other side a U-shaped channel means extending around and located adjacent to the marginal edges of the panel, said U-shaped channel means having a base affixed to said other side of said panel so that the channel means opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having associated holes therein in axial alignment at spaced longitudinal intervals, and locking means positioned in said U-shaped channel means extending through associated aligned holes for transverse movement with respect to the channel means between retracted and extended positions, each said locking means being operable when in its extended position to provide an extended end which projects beyond the marginal edge so that each locking means can be loCked in a hole of a channel means in a next adjacent concrete form apparatus, and each said locking means including a retainer portion extending cross-wise thereof and located for movement in said U-shaped channel means for abutment against said outer channel wall when the locking means is in said extended position and for operable abutment relative to said inner channel wall when the locking means is in its retracted position so as to preclude removal of said locking means from said U-shaped channel means.
2. The concrete form apparatus that is defined in claim 1, wherein each said locking means has a slot in its extended end for receiving a lock wedge.
3. The concrete form apparatus that is defined in claim 1, wherein said U-shaped channel means comprises an aluminum extrusion of U-shape, and wear plates of relatively harder metal secured at said holes to the interior surface of said outer channel wall.
4. The concrete form apparatus that is defined in claim 1, wherein said U-shaped channel means comprises an aluminum extrusion of U-shape, and said base is thicker at said inner channel wall than at said outer channel wall.
5. The concrete form apparatus that is defined in claim 1, wherein the exterior surface of said outer channel wall has notches formed therein in a direction perpendicular to said flat panel, said notches being located at the holes in the outer channel wall so that flat tie members each with a hole therein can be positioned at each of the holes in said outer channel wall and each associated locking means when in its extended position can pass through the hole of the flat tie member.
6. The concrete form apparatus that is defined in claim 1, wherein said U-shaped channel means includes U-shaped channel members mounted at each marginal edge of the flat panel and connected at their ends, and transverse brace members are mounted on the flat panel and are connected at their ends to said U-shaped channel means.
7. The concrete form apparatus that is defined in claim 6, wherein said U-shaped channel members and said transverse brace members are aluminum extrusions.
8. Concrete form apparatus comprising a flat panel having on one side a surface against which concrete can be poured and on the other side a U-shaped channel means extending around and located adjacent to the marginal edges of the panel, said U-shaped channel means having a base affixed to said other side of said panel so that the channel means opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having associated holes therein in axial alignment at spaced longitudinal intervals, and locking means positioned in said U-shaped channel means extending through associated aligned holes for transverse movement with respect to the channel means between retracted and extended positions, each said locking means being operable when in its extended position to provide an extended end which projects beyond the marginal edge so that each locking means can be locked in a hole of a channel means in a next adjacent concrete form apparatus, each said locking means being a locking key that includes (1) a cylindrical portion at its inner end for sliding and rotational movement in the hole in the inner channel wall, (2) a slot formation at its extended end for receiving a lock wedge, and (3) a retainer portion located in said U-shaped channel means for abutment with said channel walls thereby restricting transverse movement of the key between said retracted and extended positions so as to avoid inadvertent displacement of the locking key from the U-shaped channel means.
9. Concrete form apparatus comprising a flat panel having on one side a surface against which concrete can be poured and on the other side a U-shaped channel means extending around and located adjacent to the marginal edges of the panel, said U-shaped channel means having a base affixed to said other side of said panel so That the channel means opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having associated holes therein in axial alignment at spaced longitudinal intervals, and locking means positioned in said U-shaped channel means extending through associated aligned holes for transverse movement with respect to the channel means between retracted and extended positions, each said locking means being operable when in its extended position to provide an extended end which projects beyond the marginal edge so that each locking means can be locked in a hole of a channel means in a next adjacent concrete form apparatus, said locking means including a locking key that has a slot in said extended end for receiving a locking wedge when the locking key is in its extended position, said locking key having a retainer portion for abutment against the channel means to limit the extent of projection of the locking key beyond said marginal edge, and a bracket mounted on the exterior side of said inner wall and having a hole in alignment with the holes in said channel means through which said locking key extends, said hole being limited in size so that said retainer portion will abut against the bracket when the locking key is in its retracted position so as to avoid inadvertent displacement of the locking key from the U-shaped channel means.
10. The concrete form apparatus that is defined in claim 9, wherein said channel means includes an extruded U-shaped channel member which defines said base and inner and outer channel walls, and wear plates of relatively harder metal secured to the interior surface of said outer channel wall at said holes.
11. In combination, a first concrete form apparatus comprising a vertical flat panel having on one side a flat surface and on the other side a U-shaped channel member located adjacent to the vertical marginal edge of the panel, said U-shaped channel member having a base affixed to said other side of said panel so that the channel member opens in a direction away from said panel and provides inner and outer channel walls, said channel walls having holes therein at spaced longitudinal intervals, the holes in one channel wall being in alignment with associated holes in the other channel wall, and locking keys positioned in said U-shaped channel member at associated aligned holes for transverse movement between retracted and extended positions, each key having portions adapted for sliding movement in the associated holes in the channel walls and a retainer portion extending cross-wise between said portions, said retainer portion being adapted to abut against one or the other of said channel walls so as to restrict transverse movement of the key between retracted and extended positions, the outer end portion of each key having a slot formation for receiving a lock wedge and a second concrete form apparatus constructed the same as said first concrete form apparatus and positioned with its flat panel in the same plane as that of the flat panel of said first concrete form apparatus with a vertical marginal edge in abutment with said vertical marginal edge of the first-named panel, said extended end of each key passing through the corresponding hole of the U-shaped channel member of the second concrete form apparatus, and a lock wedge press-fitted into each said slot formation so as to secure the first and second concrete form apparatus together.
12. The combination that is defined in claim 9, wherein said vertical marginal edges have notches therein at said holes in the outer channel walls, and a flat tie member passes through the associated locking key passes.
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Cited By (24)

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Publication number Priority date Publication date Assignee Title
US3977647A (en) * 1975-02-11 1976-08-31 Williams Chester I Means for connecting abutting form panels and for mounting a tie rod
US4194717A (en) * 1978-10-18 1980-03-25 Easton John T Wedge and bolt assembly for panel units
US4776557A (en) * 1985-05-22 1988-10-11 Rapid Metal Developments Ltd. Formwork panel
US4975009A (en) * 1989-05-24 1990-12-04 Easton John T Bolt and wedge assembly for panel units
US5058855A (en) * 1990-01-18 1991-10-22 Western Forms, Inc. Latching bolt mechanism for concrete forming system
US5083740A (en) * 1990-07-30 1992-01-28 Sawyer Robert D Spring-loaded locking pin for concrete forms
US5125618A (en) * 1989-02-03 1992-06-30 Arnfinn Saervoll Casting formwork
US5174909A (en) * 1990-01-18 1992-12-29 Western Forms, Inc. Latching bolt mechanism and mount for concrete forming system
US5273251A (en) * 1990-06-19 1993-12-28 Paschal-Werk G. Maier Gmbh Frame for concrete forms
US5700106A (en) * 1996-03-12 1997-12-23 Young; James E. Island form
US5979138A (en) * 1997-12-12 1999-11-09 Allen; Timothy R. Adjustable concrete forms
US6010276A (en) * 1996-03-12 2000-01-04 Young; James E. Island form
US6584750B1 (en) * 1997-08-19 2003-07-01 George Khalil Hanna Wall and method of constructing a wall comprising first, second, and end modules and a connection means for tying adjoining modules together in tension
US6691976B2 (en) * 2000-06-27 2004-02-17 Feather Lite Innovations, Inc. Attached pin for poured concrete wall form panels
US6698709B2 (en) * 2001-02-23 2004-03-02 Western Forms, Inc. Concrete forming panel with lightweight frame
US20070235628A1 (en) * 2006-04-05 2007-10-11 Joslyn Mark A Concrete tie with reusable wedge
WO2007128054A1 (en) * 2006-05-03 2007-11-15 George Khalil Hanna Improved modular wall construction
US20080011935A1 (en) * 2004-06-18 2008-01-17 Dayton Superior Corporation Locking system for concrete form panels
US20080184665A1 (en) * 2005-04-11 2008-08-07 Sistemas Tecnicos De Encofrados, S.A. Panel For Shuttering Walls And Pillars
US20080302048A1 (en) * 2007-05-11 2008-12-11 Tom Epple Swimming pool system with reinforced composite structural components
US20090242729A1 (en) * 2008-03-27 2009-10-01 Ward Philip T Formwork tie & apparatus for retaining tie
US9078349B1 (en) * 2012-09-12 2015-07-07 Emc Corporation Universal filler-bezel clip assembly
US20220228365A1 (en) * 2016-06-24 2022-07-21 Apache Industrial Services, Inc Formwork System
US11970873B2 (en) 2022-11-17 2024-04-30 Apache Industrial Services, Inc Bearing plate of an integrated construction system

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US2748723A (en) * 1952-08-14 1956-06-05 Standard Railway Equipment Mfg Rolled metal section
US3661354A (en) * 1970-07-13 1972-05-09 Symons Corp Reinforced concrete wall form panel
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US2297899A (en) * 1941-03-25 1942-10-06 Flangelock Patents Corp Structural form for concrete and locking means therefor
US2748723A (en) * 1952-08-14 1956-06-05 Standard Railway Equipment Mfg Rolled metal section
US3679168A (en) * 1970-04-08 1972-07-25 Richard L Weaver Clamping device
US3661354A (en) * 1970-07-13 1972-05-09 Symons Corp Reinforced concrete wall form panel
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Cited By (31)

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Publication number Priority date Publication date Assignee Title
US3977647A (en) * 1975-02-11 1976-08-31 Williams Chester I Means for connecting abutting form panels and for mounting a tie rod
US4194717A (en) * 1978-10-18 1980-03-25 Easton John T Wedge and bolt assembly for panel units
US4776557A (en) * 1985-05-22 1988-10-11 Rapid Metal Developments Ltd. Formwork panel
US5125618A (en) * 1989-02-03 1992-06-30 Arnfinn Saervoll Casting formwork
US4975009A (en) * 1989-05-24 1990-12-04 Easton John T Bolt and wedge assembly for panel units
US5058855A (en) * 1990-01-18 1991-10-22 Western Forms, Inc. Latching bolt mechanism for concrete forming system
US5174909A (en) * 1990-01-18 1992-12-29 Western Forms, Inc. Latching bolt mechanism and mount for concrete forming system
US5273251A (en) * 1990-06-19 1993-12-28 Paschal-Werk G. Maier Gmbh Frame for concrete forms
US5083740A (en) * 1990-07-30 1992-01-28 Sawyer Robert D Spring-loaded locking pin for concrete forms
US5700106A (en) * 1996-03-12 1997-12-23 Young; James E. Island form
US6010276A (en) * 1996-03-12 2000-01-04 Young; James E. Island form
US6584750B1 (en) * 1997-08-19 2003-07-01 George Khalil Hanna Wall and method of constructing a wall comprising first, second, and end modules and a connection means for tying adjoining modules together in tension
US6637167B2 (en) 1997-08-19 2003-10-28 Strongwall International, Ltd. Modular wall construction
US5979138A (en) * 1997-12-12 1999-11-09 Allen; Timothy R. Adjustable concrete forms
US6691976B2 (en) * 2000-06-27 2004-02-17 Feather Lite Innovations, Inc. Attached pin for poured concrete wall form panels
US20040089787A1 (en) * 2000-06-27 2004-05-13 Feather Lite Innovations, Inc. Tapered pin for poured concrete wall form panels
US6905106B2 (en) 2000-06-27 2005-06-14 Featherlite Innovations, Inc. Tapered pin for poured concrete wall form panels
US6698709B2 (en) * 2001-02-23 2004-03-02 Western Forms, Inc. Concrete forming panel with lightweight frame
US8042786B2 (en) * 2004-06-18 2011-10-25 Dayton Superior Corporation Locking system having mounting block with mounting arm and slide member for securing concrete form panels
US20080011935A1 (en) * 2004-06-18 2008-01-17 Dayton Superior Corporation Locking system for concrete form panels
US20080184665A1 (en) * 2005-04-11 2008-08-07 Sistemas Tecnicos De Encofrados, S.A. Panel For Shuttering Walls And Pillars
US20070235628A1 (en) * 2006-04-05 2007-10-11 Joslyn Mark A Concrete tie with reusable wedge
US20070235629A1 (en) * 2006-04-05 2007-10-11 Jos Systems, Inc. Concrete Tie With Reusable Wedge
WO2007128054A1 (en) * 2006-05-03 2007-11-15 George Khalil Hanna Improved modular wall construction
US20080302048A1 (en) * 2007-05-11 2008-12-11 Tom Epple Swimming pool system with reinforced composite structural components
US8215069B2 (en) * 2007-05-11 2012-07-10 Separation Llc Swimming pool system with reinforced composite structural components
US8505247B2 (en) 2007-05-11 2013-08-13 Separation Llc Swimming pool system with reinforced composite structural components
US20090242729A1 (en) * 2008-03-27 2009-10-01 Ward Philip T Formwork tie & apparatus for retaining tie
US9078349B1 (en) * 2012-09-12 2015-07-07 Emc Corporation Universal filler-bezel clip assembly
US20220228365A1 (en) * 2016-06-24 2022-07-21 Apache Industrial Services, Inc Formwork System
US11970873B2 (en) 2022-11-17 2024-04-30 Apache Industrial Services, Inc Bearing plate of an integrated construction system

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