US3900182A

US3900182A - Construction form support member

Info

Publication number: US3900182A
Application number: US313488A
Authority: US
Inventors: Herbert M Berman; Ira Hooper
Original assignee: Composite Construction Systems Inc
Current assignee: Composite Construction Systems Inc
Priority date: 1972-12-08
Filing date: 1972-12-08
Publication date: 1975-08-19
Anticipated expiration: 1992-08-19
Also published as: FR2212842A5; DE2354696A1; JPS4988319A; GB1459194A; CA1025642A

Abstract

A reusable, longitudinally adjustable, readily removable form support member for supporting a concrete construction form in an array of structural members in building construction. In a first embodiment, the form support member comprises telescoping parts having support pins on the opposed ends of the member for engaging openings in adjacent structural members. The pins may be movable in a horizontal plane so as to permit their alignment with the openings where necessary. Means are provided for relatively securing a center part against relative movement along with the telescoping end parts, the end parts being moved in a vertical plane relative to the support pins by respective activating means, so that in an upper position the bottom portions of the end parts and center part contact each other and effect a friction bond which prevents longitudinal movement of the respective parts; and in a lower position, i.e., retracted from a supporting relationship with a concrete form, may be readily removed from the installation. In another embodiment, the form support member includes bracing means to coact, for example, with the lower portion of the top chord of an open-web structural member and a positioning member to position the concrete construction form relative to the upper portion of the open-web structural member.

Description

United States Patent Berman et a1.

[[4 1 Aug. 19, 1975 CONSTRUCTION FORM SUPPORT MEMBER [75] Inventors: Herbert M. Berman; Ira Hooper,

both of New York, NY.

[73] Assignee: Composite Construction Systems,

Inc., New York, NY.

[22] Filed: Dec. 8, 1972 [21] Appl. No.: 313,488

[52] US. Cl. 249/24; 52/632; 248/354 [51] Int. Cl. E04G 17/00; E046 25/04 [58] Field of Search 249/19, 24, 25, 28, 29, 249/30, 31, 50, 209, 219 R, 23, 49, 211; 52/127, 632; 248/354 R, 354 C, 412, 124, 188.5, 354 S; 211/1053; 403/277, 281, 283

[56] References Cited UNITED STATES PATENTS 662,162 1 H1900 Balph 249/24 1,084,236 l/19l4 Siderits 248/354 R 1,603,748 10/1926 Davis 249/219 R X 1,888,181 11/1932 Riesbol 249/50 X 1,898,384 2/1933 Noros 248/1885 1,999,783 4/1935 Riesbol 249/50 X 2,386,161 10/1945 Hawes t. 248/354 R 2,949,656 8/1960 Pleitgen 249/19 3,054,486 9/1962 De La Rambelje. 52/632 3,090,329 5/1963 Rolfe 248/354 R X 3,124,223 3/1964 Kisovec 52/632 3,247,639 4/1966 De La Rambelje 52/632 Primary Examiner-Francis S. Husar Assistant Examiner-John S. Brown Attorney, Agent, or Firm-Thomas R. Boland [5 7 ABSTRACT A reusable, longitudinally adjustable, readily removable form support member for supporting a concrete construction form in an array of structural members in building construction. In a first embodiment, the form support member comprises telescoping parts having support pins on the opposed ends of the member for engaging openings in adjacent structural members. The pins may be movable in a horizontal plane so as to permit their alignment with the openings where necessary, Means are provided for relatively securing a center part against relative movement along with the telescoping end parts, the end parts being moved in a vertical plane relative to the support pins by respective activating means, so that in an upper position the bottom portions of the end] parts and center part contact each other and effect a friction bond which prevents longitudinal movement of the respective parts; and in a lower position, i.e., retracted from a supporting relationship with a concrete form, may be readily removed from the installation. In another embodiment, the form support member includes bracing means to coact, for example, with the lower portion of the top chord of an open-web structural member and a positioning member to position the concrete construction form relative to the upper portion of the open-web structural member.

4 Claims, 4 Drawing Figures CONSTRUCTION FORM SUPPORT MEMBER BACKGROUND QF THE INVENTION This invention relates to general construction. More particularly, this invention relates to an improved system for the erection and stripping of concrete forms in building construction. Still more particularly, this invention relates to a form support structure utilizable in conjunction with the structural members for use in construction systems.

In the art of building construction, a number of methods and apparatuses are known for constructing concrete floors, decks, or ceilings in low-rise or high-rise buildings. It is an aim in these arts to fabricate and ship materials and forms for such construction at comparatively low costs and to reuse the forms readily and simply in erected framework. In such construction, the frameworks and forms previously utilized have varied from relatively simple to quite complex. In general, each particular building project requires an independent determination of the forms, framework, and structural elements which must be employed. However, it is in the interest of the builder and the consumer to utilize forms or adaptable forms capable of readily being erected at the building site and reused. An excellant example of an available forming structure which has been adapted for forming concrete is conventional plywood sheets.

In a certain building construction, in which the flooring slabs in the building construction are integrated with the structural supporting network to provide the required structural strength, a plurality of girders is used to form a structural grid work with a plurality of structural beams or joists. The girders and beams or joists are securely connected to become part of the building structure and are installed at the building site with the use of standard structural units.

In connection with such structural gridwork of girders and beams or joists, plywood of standard dimensions, suitably suspended between the beams and joists, has proved satisfactory in providing a form for the pouring of concrete to form slabs integrated with the girder and joist construction. In such arrangements, it is a continuing problem to provide means for suspending the plywood formwork for its intended purpose while yet being readily removable. Thus, a number of methods directed to a solution of this problem have been devised. For example, the United States Pat. to Dragunas, No. 3,121,933, describes the use of supporting clips secured to the top flanges of the beam members so that the plywood panels may be placed between the flanges of the beam members and conveniently rest upon the projections provided by the secured clips. After the concrete of the floor slabs above the beam members and the plywood panels has hardened, the clips are fractured and the plywood forms are removed. After being removed, the plywood forms may be reused.

The U.S. Pat. to Klausner, No. 3,307,304, is another example of a frangible clip arrangement for installing and holding concrete forms relative to steel beams and open-web steel joists preparatory to the pouring of concrete so that such forms are easily stripped from the beams and joists following the curing of the concrete.

However, among the difi'iculties with the use of frangible clip-type members supporting the form is that a plurality of clip sizes is required, and that the clip-type structural elements are not reusable. Accordingly, it is a principal object of this invention to provide a readilyadjustable, strong form support member that can be reused many times. Such form support members are readily adjustable to be used in installations where the spacing between the supporting beams or joists is irregular or in separate installations having differing beams or joists spacing. It is another constraint on the development of such a support member that it be readily positioned for use and securely and safely retained in position during use. In addition, such forms must be readily removed from the installation after the concrete has cured.

Moreover, it is desired to support the concrete plywood form continuously across its full width to reduce its deflection and also to eliminate the possibility of forms slipping off their bearings as could occur where clips are used.

BRIEF SUMMARY OF THE INVENTION Directed to overcoming the shortcomings and problems in the prior art, this invention comprises a form support member to be secured between the beams and joists in a structural configuration. The support member comprises telescoping parts so that the member may be axially-extended to be secured to adjacent beams or joists. Support pins are axially-opposed on the ends of the outer telescoping members to be received in openings or recesses in adjacent beams or joists spanning the girders in the building. A preferred construction comprises precast concrete joists having openings defined therein for receiving the opposed pins of the support member. However, open-web structural steel joists or solid-web beams or joists may also be readily adapted for receiving support pins of the form support member. When located in position between the adjacent beams or joists, the telescoping parts are provided with means for securing the telescoping parts against longitudinal movement. In response to the force of an activating means, the telescoping end parts are movable in a vertical plane relative to the support pins when the pins are secured in the openings of the beams or joists, so that in an upper position the top portions of the end parts support a concrete form, e.g., plywood sheet, while the bottom portions of the end parts and center part contact each other and effect a fri .ion bond which prevents longitudinal movement of tie respective parts, and in a lower position, i.e., retracted from a supporting relationship with a concrete form, the telescoping end parts may be easily collapsed into the central part causing retraction of the support pin members from the openings in the beams or joists and the convenient removal of the support form member from the installation. When used with open-web structural members, the support member includes means for bracing the top chords of the structural members. When so used, the support member also includes a positioning element to center the concrete construction form relative to the upper portion of the open-web structural member.

Accordingly, it is a prime objective of this invention to provide a reusable form support member capable of being adjustably mounted between beams or joists in building constructions.

It is an additional object of this invention to provide a form support member of the type described which is capable of being readily secured and released from the construction system.

It is yet another object of thisinvention to provide a form support member having interchangeable telescoping parts.

It is still an additional object of this invention to-provide a form support member of the type which provides axially-opposed extensible pin members to be received in beams or joists in a structural configuration to provide support for a concrete form.

It is an additional object of this invention to provide a form support member of the type generally described which is longitudinally adjustable so that the form support member may be utilized in various geometrical configurations and between beams or joists at varied distances.

It is still an additional object of this invention to provide a form support member of the type generally described which is adapted for use with open-web structural members.

These and other objects and purposes of this invention will become apparent from a detailed description of the invention following hereafter, taken in conjunction with the accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS In the drawings:

FIG. 1 is a perspective view of a representative section of the building construction showing structural members and support members positioned to support a concrete construction form thereupon prior to pouring the concrete slab thereover;

FIG. 2 is a fragmentary, perspective view of a preferred form support member showing various hidden parts in dotted lines; and

FIG. 3 is a vertical, longitudinal section, with a center part broken away, substantially on a line 33 of FIG. 2.

FIG. 4 is a perspective view ofa collar member which may be fitted on the embodiment of FIG. 2 to set the positioning of concrete molding forms.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, a representative portion of a composite building construction is designated generally by the reference numeral 10. The construction comprises a plurality of structural members 11 spanning suitable structural members and secured to a base support (not shown) in a manner well known to the art. The members 11 may be made of any conventional structural element, but are shown in FIG. 1, for purposes of illustration, as I-beams.

A plurality of structural members, such as joists 12, is secured to the members 11 and traverse the structure at spaced intervals in a position substantially transverse to the members 11. Since it is desired to place a cementitious material, such as concrete, in the space between and over the structural members to form a slab, it is desired to provide a concrete supporting or molding construction form, for example, a plywood sheet. shown at reference numeral 13, for supporting the weight of the concrete between the structural members.

In order to support the concrete construction form 13 to retain the wet cementitious mixture above the structure of FIG. 1, a plurality of form support members according to the invention, designated generally by the reference numeral 15, is removably secured to the structural members 12. While the form support members 15 act primarily to support the weight of the concrete construction form 13 and the concrete above, they also act as bracing bars between the members 12 to retain the members 12 in a secure position during the placing and curing of the concrete.

In the form support member illustrated in FIG. 2, an end portion of a tubular member is arranged inside the proximal end of a telescoping part 91 and slideably retained therein by a pin member 92 which is secured in a slot 93 provided in the bottom segments of the reciprocating parts. The pin member 92 may be removable, such as a screw, to permit a convenient inter-.

change of the telescoping parts and tubular member. The distal end of the telescoping part 91 defines a recess 94 to receive a block 95 in a slightly spaced relationship permitting lateral and vertical movement of the block therein. A guide pin 96 is fixedly secured to the inside surface of the telescoping part 91 and extends through a recess in the block 95 so that the block is vertically and laterally translatable but restrained against longitudinal movement within the telescoping part 91. A bracing member or shoulder 97 is secured to an outer end of the block 95 and a support pin 98 is affixed to the shoulder 97. A second, internally threaded, recess in the block 95 mates with a threaded member 99 having a head portion 100 at a bottom'end thereof. The bead portions extends through an aperture in the bottom portion of the telescoping part 91 and supports an actuating member such as a handle 101 which is fixedly attached thereto. A stop pin 102 is secured to the bottom outside surface of a telescoping part 91 and restricts the angular movement in either direction of the actuating member 101. Counterclockwise rotation of the actuating member causes retraction of the threaded member 99 into the recess in the block 95 whereas clockwise rotation of the actuating member causes the distal end of the threaded member to protrude from the top portion of the block and bear against the top inside surface of the telescoping part 91, moving it upward relative to the block.

The operation of this preferred embodiment is best understood with reference to FIG. 3 in which the form support member is shown in its securedposition. This placement is achieved by positioning the support pins 98 in register with openings 12 in concrete joists 104 (shown in phantom) and outwardly telescoping the members 91 until the pins 98 are firmly set in the openings 21. The actuating members 101 are rotated so that the distal ends of the threaded members 99 protrude from the block and bear against the top inside surfaces of the telescoping members 91 forcing them upward, i.e., in a vertical direction relative to the support pins. The blocks themselves are secured within the endsof the telescoping members 91 and are capable of slight downward movement therein when the threaded members 99 bear against the telescoping members 91. Restraining bars 105 are affixed to the rear portions of the blocks and project into the ends of the tubular member 90 to restrain the tubular member against vertical movement when the telescoping parts 91'are moved upward. Thus, when the telescoping parts are elevated, the bottom inside surfaces thereof come in frictional contact with the bottom end portions of the tubular member 90 and prevent inadvertent retraction of the support member before the forms have been laid on top and the concrete placed thereon and hardened. Of course, it should be understood that in another form, such inadvertent retraction may be prevented by providing a plurality of serrations in a mating relationship on the opposed inner and outer bottom surfaces in the end portions of the telescoping members and tubular member. After the concrete has hardened. the form supports may be easily removed from the construction by rotating the actuating member l0] counterclockwise so that the end of the threaded member 99 is retracted in the recess in the block 95. This allows the telescoping parts to move downward under gravity and away from contact with the forms which they previously supported. The forms will generally stick to the concrete, but they may be easily stripped therefrom after the support members are removed. This removal of the support members is accomplished by simply sliding the telescoping parts 91 into the tubular member 90 so that the support pins 98 are retracted from the openings 21 in the joists 12.

In FIG. a blocking means is shown in the form of a collar member 105 which is fitted over an end portion of each of the telescoping parts 91 and fastened by a screw 106 which mates with threaded recesses in lugs 107. The collar members 105 will be fitted to the telescoping parts 91 whenever the form supports are used in connection with open-web structural members. The collar members facilitate proper positioning of the concrete forms 13 relative to the top chords of the joists. In another form the blocking means may be a set screw or pin which is removably positioned in the top surfaces of the telescoping parts 91.

The invention may be embodied in other specific forms without departing from the spirit or the essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.

We claim:

1. A form support member for supporting a concrete form relative to beams and joists in a building construction to receive concrete thereover comprising, longitudinally extensible and retractable support means including a central spanning member and telescoping end parts on opposing ends of said spanning member, each of said telescoping end parts including a support pin member extending outwardly therefrom to be received in a supporting relationship in openings in adjacent beams or joists to support a molding form, and means to provide movement of the telescoping end parts in a vertical direction relative to said support pin members to effect a contacting relationship with a molding form and a retracted relationship with said form, said vertical movement of said end parts. to a contacting relationship with said fonn effecting a frictional bond between said spanning member and said telescoping end parts to secure said end parts against longitudinal movement when said support pin members are positioned in said openings, said vertical movement to a retracted relationship permitting easy withdrawal of said pin members from said openings and removal of the form support member.

2. A form support member according to claim 1 wherein each of said support pin members includes a block portion maintained within at least a recess within an outer end portion of said telescoping end part.

3. A form support member according to claim 2, wherein said block portion is movable in a horizontal plane within said telescoping end part to facilitate alignment of said pin members in said openings.

4. A form support member according to claim 1 wherein said support means includes blocking means secured to each of said telescoping parts to set a selected positioning of said molding form.

UNITED STATES PATENT OFFICE CERTIFICATE OF CORRECTION Patent No. 3,900,182 Dated August 19, 1975 Inventor(s) Herbert M. Berman and Ira Hooper It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:

Column 2, immediately following line 57, insert as a new paragraph the following:

-The support pin members may be movable in a horizontal plane so as to permit their alignment with the openings where necessary..

Column 4, line 47, change "12" to --2l and change "104" to -l2-.

Signed and Scaled this twenty-third D3) Of December 1975 [SEAL] A ttes t:

RUTH C. MASON C. MARSHALL DANN Arresting Officer Commissioner oj'Parents and Trademarks

Claims

1. A form support member for supporting a concrete form relative to beams and joists in a building construction to receive concrete thereover comprising, longitudinally extensible and retractable support means including a central spanning member and telescoping end parts on opposing ends of said spanning member, each of said telescoping end parts including a support pin member extending outwardly therefrom to be received in a supporting relationship in openings in adjacent beams or joists to support a molding form, and means to provide movement of the telescoping end parts in a vertical direction relative to said support pin members to effect a contacting relationship with a molding form and a retracted relationship with said form, said vertical movement of said end parts to a contacting relationship with said form effecting a frictional bond between said spanning member and said telescoping end parts to secure said end parts against longitudinal movement when said support pin members are positioned in said openings, said vertical movement to a retracted relationship permitting easy withdrawal of said pin members from said openings and removal of the form support member.