US2173698A

US2173698A - Form tie clamp

Info

Publication number: US2173698A
Application number: US233177A
Authority: US
Inventors: Tamis C Schenk
Original assignee: Richmond Screw Anchor Co Inc
Current assignee: Richmond Screw Anchor Co Inc
Priority date: 1938-10-04
Filing date: 1938-10-04
Publication date: 1939-09-19
Anticipated expiration: 1956-09-19

Description

Sept. 19, 1939. 1'. c. SCHENK 2,173,693

FORM TIE CLAMP Filed Oct. 4, 1938 -lllllllllllllllllil% m'llllllllllllll /l) III/[I10 INVENTOR Patented Sept. 19, 1939 UNITED STATES FORM TIE CLAMP Tamis C. Schenk, New York, N. Y., assignor to Richmond Screw Anchor 00., 1110., Brooklyn, N. Y., a. corporation of New York Application October 4,

2 Claims.

This invention relates to form ties usually employed for holding together forms used in concrete work. The object of the invention is to provide means by which the operative length of the tie may be regulated for accommodation to concrete structures of various sizes or thicknesses.

More particularly, the invention contemplates the provision of a form tie consisting of several spaced parallel rods between which, at one end thereof, is a helix or spiral intended for the reception of a lag screw, the rods near their other ends receiving, at a selected position of adjustment thereon according to the width of the concrete structure to be formed, a clamp of novel construction through which the rods extend and which spreadsv the rods apart with a wedging action so that the clamp may be firmly, yet removably, fixed upon the rods at any selected position and thus the effective or operative length of the form tie be regulated accordingly.

In the accompanying drawing, wherein an embodiment of the invention is shown, Fig. 1 is a. sectional view through a concrete structure,

showing the improved form tie and clamp therefor in position; Fig. 2 is a sectional view through the clamp, the view being taken on the line 2-2 of Fig. 6, looking in the direction of the arrows; Fig. 3 is a sectional view similar to that of Fig.2 except that the clamp is shown in the position of gripping and spreading the rods, the view being taken on the line 3-3 of Fig. 5, looking in the direction of the arrows; Fig. 4 is a sectional view on the line 44 of Fig. 3, looking in the di rection of the arrows; Fig. 5 is a sectionalview on the line 5-5 of Fig. 3, looking in the direction of the arrows; and Fig. 6 is a sectional view on the line 66 of Fig. 2, looking in the direction of the arrows.

In the drawing, l indicates the concrete structure which is formed by being poured between the form boards 2 and 3, the boards being secured to the vertical beams or uprights 4 reinforced by the horizontally extending beams 5. The form tie which extends between the form boards at the opposite sides of the form and holds the same in properly spaced relationship, consists of a pair of lengthy, spaced, parallel rods 6 and 1 between the ends of which is located a helix or spiral 8 attached between the rods by being welded or otherwise secured thereto. As will be seen at the left side of Fig. 1, the helix 8 is so located that it is disposed inwardly from the face of the concrete wall, and it is engaged by a lag screw 9 which is threaded into it to the required extent 1938, Serial No. 233,177

according to the desired spacing of the form boards.

Adapted for adjustable fitment upon the other ends of the rods 6 and I is a clamp ID. The clamp is adapted to be fitted upon the rods at any selected position according to the thickness of the concrete structure so that a. standard length of form tie is adapted for use in the erection of concrete structures of different well thicknesses. The clamp is provided with a housing or body portion ll formed at one end with a disk portion l2 having a flat outer face l3 adapted to rest against the face of the beam 5 or other portion of the form structure. Extending rearwardly from the disk I2 is an integrally formed hub portion Ill having a downwardly extending part l5. Extending through the housing from the flat face [3 thereof through the outer end of the hub portion I4 is a slot it having its walls diverging toward the rear end of hub M, as seen in Fig. 6, and through which the rods 6 and 1 extend and in which a wedging action is applied to the rods by means of a wedge member or spreader H.

The wedge member or spreader I1 is adjusted vertically, or transversely of the slot l6, through a passage [8 which has a contracted open upper end at the top of the hub portion M, and is open at its lower end at the bottom of the boss 22 on the portion l5 of the housing. Wedge member I! is formed with a cylindrical shank [9, threaded at 20 for the reception of a nut 2| operative against the end of the boss 22. When the nut 2| is turned in the proper direction, it will act to draw the wedge down through passage l8 and apply a spreading action against the rods 6 and I to wedge them against the tapered walls of slot [6. At the upper end of the shank portion I9, the wedge is provided with the shoulders 23 in which the rods 6 and I initially rest before a tightening action is applied to the wedge by rota- 40 tion of the nut 2|, the parts being at this time in the positions shown in Figs. 2 and 6. Above the shoulders 23 is located the integrally formed flattened head 24, the side faces 25 of which are inclined as shown in the drawing so that they spread the rods 6 and I outwardly against the sides of the slot i6 when the wedge is drawn downwardly in the passage l8 by rotation of the nut 2|. The surfaces 25 also converge toward the front of the wedge, or in other words in a direction toward the face l3 of the housing.

Near the upper end of the head 24, the side surfaces 25 of. the wedge are each provided with a series of teeth 21, or are otherwise serrated orroughened so that when the wedge has been 55 drawn downwardly to its normal limit the teeth or roughened surfaces of the wedge will bite into and thus firmly engage a substantial portion of the rods 0 and I, as illustrated in Fig. 5 and prevent any possibility'of longitudinal slipp ge of the rods relative to the wedge.

Briefly, the operation of the device is as follows:

When the thickness of the concrete wall to be poured, and resultantly the spacing of the form boards, has been determined, the clamp is slid on the rods of a form tie to the required extent, and a lag screw inserted in the helix 8 and turned sumciently therein to hold its position. At this time the wedge I1 is in an'elevated or raised position, as shown in Fig. 2, with the rods 0 and 1 near or against the shoulder portions 23 of the wedge. The nut 2| is then turned to draw the head of the wedge down into the wider portion of the passage I I and the inclined side surfaces- 25 of the wedge acting against the rods spread the rods apart and bind or wedge them against the tapered sides .of the slot l8, wedging them securely in the slot. The turning of the nut II is continued until the teeth 21 on the angular side surfaces 25 of the wedgesecurely grip and bite into the rods. At this time 'tlie rods are wedged securely in slot l6 and under normal working conditions, theclamp will not slip. The ,lag screw 9 may now be tightened up for the required extent, and the tie rod is then in position ready for the pouring of the concrete.

If an abnormal longitudinal strain or pull is, forany reason, imposed upon the rods 6 and l, .the'clamp will not slip, or, lose its position, but instead a greater wedging action will be imposed by the wedge on thejrods due to the forwardly tapered shape of thegside surfaces 25 and the fact that the passage IS in which the wedge is located is of sufficient size to permit the wedge to incline forwardly,or in a direction toward the flat face I 3. -When the wedge will so incline within-the-pas'sage l8, it will impose a greater spreading action on the rods between which it is located. It-will thus be apparent that the wedge isf'capable of fapplying a wedging action by its movement in two directions, namely, when it is drawn directly downwardly and by a forward tilting action within passage l8 under abnormal stressorlongitudinalpullimposedontherods.

After the concrete is poured and hardens suiliciently, the lag screw is removed.' the projecting partsof-therodsarecut oif.the elampisremoved for further use and the aperture left by the lag screw is filled with concrete.

with the arrangement disclosed, it will be clear that a clamp is provided which is readily adjustable on the tie rods at any desired point thereon; which will. enable tie rods of uniform length to be employed for the construction of concrete walls of various thicknesses, and which will firmly and podtively hold its position on the rods under the most severe conditions of service.

1. A clamp for concrete form tiu comprising. a fastener having a base, said fastener being provided with openings arranged transversely of of said opening through the fastener, a clamping element loosely mounted within the fastener and extending longitudinally of one of said openings and transversely of the other, andmeans on said element to actuate the clamping element to gripping position.

2. A clamp for concrete form ties comprising, a fastener having a base, said fastener being provided with two openings arranged transversely of each other, one of said openings passing through the base, the walls defining the openings extending in convergent relation, in one instance in a direction toward the base and in the other instance, transversely of said opening through the fastener, a clamping element loosely mounted within the fastener and extending longitudinally of one of said openings andtransversely of the other, said clamping element being provided with tapering surfaces for wedging a pair of rods in one of said openings and for applying increased wedging action when said clamping element is moved angularly with respect to the longitudinal axis of the opening through which it extends, and means on said clamping element to actuate it to gripping position.

TAMIS C. SCHENK.