US3525515A - Clamp for concrete column forms - Google Patents

Clamp for concrete column forms Download PDF

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US3525515A
US3525515A US739545A US3525515DA US3525515A US 3525515 A US3525515 A US 3525515A US 739545 A US739545 A US 739545A US 3525515D A US3525515D A US 3525515DA US 3525515 A US3525515 A US 3525515A
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bars
bar
clamp
plate
web
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Samuel T Melfi
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SAMUEL T MELFI
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SAMUEL T MELFI
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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
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/023Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
    • E04G13/025Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface

Definitions

  • a clamp for concrete column forms comprising four bars arranged in the form of a frame defining a square or rectangular opening, the bars being clampingly fitted around the form and being provided with adjusting screws by which the bars can be urged into clamping relationship with the form.
  • the invention contemplates the provision of a clamp which consists of four side pieces or bars disposed in a certain overlapping relation and forming a frame which defines a square or rectangular opening in which the form pieces are arranged.
  • the bars each carry an adjusting screw mounted on a plate, or otherwise suitably attached, and which is capable of being attached at different selected positions along the length of the bars and by the operation of the adjusting screws the bars can be adjusted to cause them to be brought into the desired clamping position relative to the concrete form.
  • FIG. 1 is a top plan view of a column clamp constructed in accordance with the invention
  • FIG. 2 is an enlarged sectional view taken at the upper right hand end of the clamp
  • FIG. 3 is a sectional view, taken substantially on the line 33 of FIG. 2, looking in the direction of the arrow;
  • FIG. 4 is a view of the device as viewed from the line 44 in FIG. 1, looking in the direction of the arrows;
  • FIG. 5 is a top plan view of the structure shown in FIG. 4;
  • FIG. 6 is a top plan view of another embodiment;
  • FIG. 7 is a view taken along line 77 of FIG. 6;
  • FIG. 8 is a view taken along line 8-8 of FIG. 6;
  • FIG. 9 is a view taken along line 99 of FIG. 6;
  • FIG. 10 is a view similar to FIG. 2 of a modified arrangement.
  • the device as disclosed in FIGS. 1 to 5, inclusive primarily consists of four bars, each of which can, if desired, be of channel or U-shape in cross section, and said bars are arranged in a required overlapping relation to cause them to form a frame and to define a square or rectangular opening between them and to clampingly maintain the form pieces between which the concrete is poured to form a column or similar reinforced concrete structure.
  • One of the bars is shown at 1, the same in the form illustrated, being in the form of a channel or U-shape and thus having parallel side flanges 10 and 11 connected by the integral web 12.
  • the bar 1 Adjacent to one of its ends, the bar 1 is pivotally con nected by means of a pivot pin 3 to a similar bar shown at 2. It will be noted that in the placement of the clamp on a form one of the bars has its channel directed upwardly which as illustrated is the bar 1, while the bar 2, pivotally attached to a bar 1, has its channel directed downwardly.
  • the pivot pin 3 which couples the two bars 1 and 2 together, passes through the web portions 12 of the two bars and permits the pivotal adjustment of the two bars 1 and 2 relative to one another. Similar results are obtained if bars 1 and 2 are placed in the same plane as shown in FIGS. 6 and 7.
  • the bar shown at 4 is similar to the bars 1 and 2 and it is connected at one end to the fourth bar 5, by means of a bolt 6 or similar fastening element.
  • This is a nonpivotal connection, the two bars 4 and 5 being maintained at constant right angles to one another not only by means of the bolt 6 but also by means of angle brackets 8 and 9 rigidly fastened to the bars 4 and 5, respectively, and also by plates 4a and 4b welded on the web and the end of bar 4, respectively, and plates 4c and 4d welded on the web and the end of bar 5, respectively, as shown in FIG. 6.
  • the bars in the relationship disclosed in FIG. 1 thus form an adjustable frame which fits around and embraces the form parts 13 which are suitably braced and reinforced by the vertical corner pieces 14.
  • Each of the bars 1, 2, 4 and 5 is provided with a line of spaced holes 15 for the selective reception of studs 16 secured to and projecting rigidly from the under side of a mounting plates 17, said studs threadably receiving nuts 18 for fastening the plate 17 to the surface of the web 12 on each of the bars 1, 2, 4 and 5.
  • Wing nuts can be employed as an alternative for the hexagonal nuts 18 illustrated in the drawings.
  • each adjusting screw is formed with a square or nonround and part 24 for engagement with a socket of a ratchet wrench or a similar tool by means of which each adjusting screw can be turned to advance or retract it.
  • FIG. 1 The manner in which it fits around the form is shown in FIG. 1. It will be there noted that at one end the bar 1 lies transversely across the top of the web 12 of the bar 4 while the bar 5 has one end portion lying across the top of the web 12 on the bar 2.
  • the plate 17 mounted on the bar 4 has its adjusting screw 20 so positioned that the screw can be urged against the flange of th char 1, while the adjusting screw 20 carried by a plate 17 fitted on the topside of the web 12 of the bar 4, is operative against said bar -1.
  • a similar arrangement is provided at the diagonally opposite corner of the clamp.
  • the adjusting screw 20 on the plate 17 that is mounted on the bar 2 is operative against the flange 11 of the bar 5, while the adjusting screw carried by the plate 17 mounted on the underside of the web of the bar 5 is operative against a flange on the bar 2.
  • the clamp can be securely adjusted and maintained in clamping position about the concrete form. It will also be clear that by the retraction of the adjusting screws, the clamp can be easily and readily detached from the form after the pouring and setting of the concrete.
  • the pivotal connection 3 between the bars 1 and 2 permits the clamp to adjust itself to inequalities or slight deviations in the form while the maintenance of the bars '4 and 5 in a true right angle insures the securement of true square" in the form.
  • the plate 17 carrying the adjusting screw 20, and the sleeve 19 protecting the screw can be fitted at various positions along the length of each bar, thus enabling the frame formed by the four bars to be regulated according to the size of the column to be poured.
  • clamps Similar parts of the clamp are interchangeable, with varying length bars to obtain various widths and lengths.
  • the parts of the clamp can be disassembled for storage purposes.
  • the clamp is readily adjustable by means of the screws 20 according to form shapes and variations as will be apparent to those skilled in this art.
  • the fixed 90 angle between the bars 4 and 5 can be obtained by having the web 12 of the bar 5 rested on the plate 4a welded to the web of the bar 4 at the corner where the two bars meet as shown in FIGS. 6 and 8.
  • This fixed 90 angle may be obtained by having the bars 4 and 5 on the same plane. In such case the connecting end 55 of the bar 4 abuts against the inside flange 10 of the bar 5.
  • the bar 4 is provided with a welded-on plate 4a attached to the web of the bar 4 and said plate extends under the web of the bar 5 and is pierced to permit the passage of the bolt 6 through it.
  • Plate 4a has welded to its end plate 4b, which keeps bar 5 in a fixed position.
  • Another plate 4c is welded to the web 12 of bar 5 to keep bar 4 in place, eliminating the possibility of bar 4 slipping on bar 5.
  • Another plate 4d is welded to the end of bar 5 projecting to the bot tom of plate 4a, which is welded to bar 4 as above mentioned.
  • bar 2 carries a welded-0n plate 2a which overlies the web of the bar 1 as shown in FIG. 7 and the bolt 3a passes through the plate 2a and through the web of the bar 1.
  • Nail holes 27 can be provided at various points along the flanges of the several bars 1, 2, 4 and 5 and nails driven therethrough can fasten the clamp to the form pieces 14, and to which the boards r16 are secured. This makes it possible to remove the forms in two halves after the concrete has been set and facilitates the placement of the forms thereafter for the molding of another column. Thus, one half of the form can remain attached to the connected bars 1 and 2 and the other half remaining attached to the connected bars 4 and 5. This reduces the amount of nailing required during form erection.
  • the sleeve 19 is shown open at its rear end. If desired, this end may be kept closed by a removable friction fitted cap 19a, as shown in FIG. 10. Also, in FIG. 10 the plate 17 is eliminated. In this embodiment the welded-on studs 16a having heads 18a upon which the sleeve rests, spaces the sleeve from the web of the bar to which it is attached by extending the studs through the holes 15 in the bars.
  • a column form clamp comprising, a plurality of bars arranged to define an opening between them to accommodate a concrete form, the bars having end portions adapted to overlap to adjust them to define an opening of the required size, each bar carrying an adjusting screw adjacent to the point of overlap of the bars, the screws being operative against sides of the bars to secure adjustment of the bars relatively to one another.
  • a column clamp according to claim 1 wherein the bars are of channel cross section, the adjusting screws being mounted on plates provided with means by which the plates may be mounted at different selected positions along the length of the bars.
  • a column clamp according to claim 1 wherein the bars are in pairs, the bars in one pair being pivotally connected together and the bars in another pair being rigidly connected together to thereby dispose the bars in the latter pair at right angles to one another.
  • adjusting screw is contained in a sleeve fixed on a mounting plate, the screw being threadable through the sleeve and being capable of projection therefrom to en gage against one of the bars, the plate having projecting studs and the bars having holes in which the studs are insertable to locate the plate at different positions along the length of the bars.
  • a column clamp according to claim 1 wherein the adjusting screws are carried on plates and the plates have means by which they can be mounted at different points along the length of the bars, said means consisting of cooperating elements on the plates and bars.
  • a column clamp according to claim 1 wherein the bars are in pairs, the bars in one of the pairs being pivotally connected together at one end to dispose them normally at right angles to one another, and the bars in another pair being rigidly connected at one end to dispose them at a fixed angle, the opposite ends of the bars in one of the pairs being overlapped with ends of the bars in the second pair, and adjusting screws carried at the overlapped ends and operative against adjacent bars to adjust the bars to cause them to define a predetermined size opening for column formation.
  • a column clamp for concrete forms comprising, four bars arranged to clamp a form between them, the four bars consisting of two pairs of bars, the bars in one pair being pivotally connected together at one end, the bars in the second pair being rigidly connected together at one end so that the two bars in the latter pair project at right angles to one another, the bars in the two pairs being disposed in overlapping relation so that the bars form a rectangular frame defining an opening for the concrete form, each bar having a free end adjacent to 5 6 which an adjusting screw is provided, the screws in each References Cited corner of the frame being disposed at right angles to one another, by which means each screw can be fixed at difv UNITED STATES PATENTS ferent positions along the length of the bar on which the 1,214,905 2/1917 Engstrom 269287 X screw is mounted, each screw'being directed into contact 5 1,608,406 11/1926 McFarland 269-416 with one of the bars other than that on which it is carried.
  • each bar is provided with a row of holes extending longi- ROBERT RIORDON Primary Examiner tudinally on it, the adjusting screws being each mounted MELTON, Assistant Examine! in a sleeve borne by a plate,*and means for fixing each 10 screw on a bar by studs projecting from the plate and entering selected pair of holes in said bar.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Aug. 25, 1970 Filed June 24 s. T. MELFI 3,525,515
CLAMP rda concnnws comm/m FORMS 3 Sheets-Sheet 1 FICH. 76
24 20 m g g 6' gamueL T.Melfi Aug. 25, 1970 s. T. MELFi CLAMP FOR CONCRETE COLUMN FORMS 5 Sheets-Sheet Filed June 24, 1968 Samuel T. gl fi i Aug. 25, 1970 -r MELFl 3,525,515
CLAMP FOR CONCRETE COLUMN FORMS Filed June 24, 1968 5 Sheets-Sheet 5 4d. a, m 43 a "3"- F l 6 I 6 I i. E 'ZZIQ: 6 H l I I INVENTOR.
Samuel T. Melfi' United States Patent 3,525,515 CLAMP FOR CONCRETE COLUMN FORMS Samuel T. Melfi, 1601 NW. 1st Court, Boca Raton, Fla. 33432 Filed June 24, 1968, Ser. No. 739,545 Int. Cl. B25b /14 US. Cl. 269-116 9 Claims ABSTRACT OF THE DISCLOSURE A clamp for concrete column forms comprising four bars arranged in the form of a frame defining a square or rectangular opening, the bars being clampingly fitted around the form and being provided with adjusting screws by which the bars can be urged into clamping relationship with the form.
BACKGROUND OF THE INVENTION Column clamps as presently employed in the concrete art are often provided with wedges by means of which they are clampingly urged into firm contact with the form parts. Such clamps have certain disadvantages since they often do not secure the proper clamping fit around the form; the concrete sometimes holds the wedges against easy removal when the removal of the clamp is desired, and the concrete often partially fills the openings in which the wedges are to be located and which requires time and effort to remove in order to place the clamps in satisfactory operating condition. Moreover, the wedges often loosen by vibration.
SUMMARY OF THE DISCLOSURE It is, therefore, an object of the invention to provide a clamp in which the above drawbacks are eliminated; in which a secure and positive clamping action on the concrete form is attained, and which clamp can be easily demounted and cleaned, if necessary preparatory to reuse.
More particularly, the invention contemplates the provision of a clamp which consists of four side pieces or bars disposed in a certain overlapping relation and forming a frame which defines a square or rectangular opening in which the form pieces are arranged. The bars each carry an adjusting screw mounted on a plate, or otherwise suitably attached, and which is capable of being attached at different selected positions along the length of the bars and by the operation of the adjusting screws the bars can be adjusted to cause them to be brought into the desired clamping position relative to the concrete form.
With these and other objects to be hereinafter set forth in view, I have devised the arrangement of parts to be described and more particularly pointed out in the claims appended hereto.
In the accompanying drawings, wherein an illustrative embodiment of the invention is disclosed,
FIG. 1 is a top plan view of a column clamp constructed in accordance with the invention;
FIG. 2 is an enlarged sectional view taken at the upper right hand end of the clamp;
FIG. 3 is a sectional view, taken substantially on the line 33 of FIG. 2, looking in the direction of the arrow;
FIG. 4 is a view of the device as viewed from the line 44 in FIG. 1, looking in the direction of the arrows;
FIG. 5 is a top plan view of the structure shown in FIG. 4;
3,525,515 Patented Aug. 25, 1970 F CC FIG. 6 is a top plan view of another embodiment; FIG. 7 is a view taken along line 77 of FIG. 6; FIG. 8 is a view taken along line 8-8 of FIG. 6;
FIG. 9 is a view taken along line 99 of FIG. 6; and
FIG. 10 is a view similar to FIG. 2 of a modified arrangement.
The device as disclosed in FIGS. 1 to 5, inclusive, primarily consists of four bars, each of which can, if desired, be of channel or U-shape in cross section, and said bars are arranged in a required overlapping relation to cause them to form a frame and to define a square or rectangular opening between them and to clampingly maintain the form pieces between which the concrete is poured to form a column or similar reinforced concrete structure.
One of the bars is shown at 1, the same in the form illustrated, being in the form of a channel or U-shape and thus having parallel side flanges 10 and 11 connected by the integral web 12.
Adjacent to one of its ends, the bar 1 is pivotally con nected by means of a pivot pin 3 to a similar bar shown at 2. It will be noted that in the placement of the clamp on a form one of the bars has its channel directed upwardly which as illustrated is the bar 1, while the bar 2, pivotally attached to a bar 1, has its channel directed downwardly. The pivot pin 3 which couples the two bars 1 and 2 together, passes through the web portions 12 of the two bars and permits the pivotal adjustment of the two bars 1 and 2 relative to one another. Similar results are obtained if bars 1 and 2 are placed in the same plane as shown in FIGS. 6 and 7.
The bar shown at 4 is similar to the bars 1 and 2 and it is connected at one end to the fourth bar 5, by means of a bolt 6 or similar fastening element. This is a nonpivotal connection, the two bars 4 and 5 being maintained at constant right angles to one another not only by means of the bolt 6 but also by means of angle brackets 8 and 9 rigidly fastened to the bars 4 and 5, respectively, and also by plates 4a and 4b welded on the web and the end of bar 4, respectively, and plates 4c and 4d welded on the web and the end of bar 5, respectively, as shown in FIG. 6. The bars in the relationship disclosed in FIG. 1 thus form an adjustable frame which fits around and embraces the form parts 13 which are suitably braced and reinforced by the vertical corner pieces 14.
Each of the bars 1, 2, 4 and 5 is provided with a line of spaced holes 15 for the selective reception of studs 16 secured to and projecting rigidly from the under side of a mounting plates 17, said studs threadably receiving nuts 18 for fastening the plate 17 to the surface of the web 12 on each of the bars 1, 2, 4 and 5. Wing nuts can be employed as an alternative for the hexagonal nuts 18 illustrated in the drawings.
Welded to the upper face of the plate :17 (in FIG. 2) is a tube or sleeve 19 constituting a protective housing for an adjusting screw 20 which is threadable through a nut 21 and supporting washer 21a (FIG. 10) fixedly mounted in the sleeve 19. At its forward end, the adjusting screw is rounded, as shown at 22, for contact with a flange on one of the bars, or for contact with a channel piece 23 secured along one of the flanges of the bars should it be found desirable or necessary to reinforce the flange on any one or all of the bars. A square lock nut can be used instead of the above-mentioned reinforcing piece. At its opposite end, each adjusting screw is formed with a square or nonround and part 24 for engagement with a socket of a ratchet wrench or a similar tool by means of which each adjusting screw can be turned to advance or retract it.
From the foregoing, the operation of the clamp will be readily apparent. The manner in which it fits around the form is shown in FIG. 1. It will be there noted that at one end the bar 1 lies transversely across the top of the web 12 of the bar 4 while the bar 5 has one end portion lying across the top of the web 12 on the bar 2. The plate 17 mounted on the bar 4, has its adjusting screw 20 so positioned that the screw can be urged against the flange of th char 1, while the adjusting screw 20 carried by a plate 17 fitted on the topside of the web 12 of the bar 4, is operative against said bar -1. A similar arrangement is provided at the diagonally opposite corner of the clamp. That is to say, the adjusting screw 20 on the plate 17 that is mounted on the bar 2 is operative against the flange 11 of the bar 5, while the adjusting screw carried by the plate 17 mounted on the underside of the web of the bar 5 is operative against a flange on the bar 2. With the arrangement disclosed, the clamp can be securely adjusted and maintained in clamping position about the concrete form. It will also be clear that by the retraction of the adjusting screws, the clamp can be easily and readily detached from the form after the pouring and setting of the concrete.
The pivotal connection 3 between the bars 1 and 2 permits the clamp to adjust itself to inequalities or slight deviations in the form while the maintenance of the bars '4 and 5 in a true right angle insures the securement of true square" in the form. By means of the holes 15 provided in each of the bars, the plate 17 carrying the adjusting screw 20, and the sleeve 19 protecting the screw, can be fitted at various positions along the length of each bar, thus enabling the frame formed by the four bars to be regulated according to the size of the column to be poured.
Similar parts of the clamp are interchangeable, with varying length bars to obtain various widths and lengths. The parts of the clamp can be disassembled for storage purposes. The clamp is readily adjustable by means of the screws 20 according to form shapes and variations as will be apparent to those skilled in this art.
While I have shown the bars which constitute the clamp frame as being of channel or U-shape in cross section, it will be apparent that the same may be of other shape and that other variations may be made in the structure without departing from the spirit of the invention.
In the embodiment of the invention shown in FIGS. 6 to 9 inclusive, the fixed 90 angle between the bars 4 and 5 can be obtained by having the web 12 of the bar 5 rested on the plate 4a welded to the web of the bar 4 at the corner where the two bars meet as shown in FIGS. 6 and 8. This fixed 90 angle may be obtained by having the bars 4 and 5 on the same plane. In such case the connecting end 55 of the bar 4 abuts against the inside flange 10 of the bar 5. The bar 4 is provided with a welded-on plate 4a attached to the web of the bar 4 and said plate extends under the web of the bar 5 and is pierced to permit the passage of the bolt 6 through it. Plate 4a has welded to its end plate 4b, which keeps bar 5 in a fixed position. Another plate 4c is welded to the web 12 of bar 5 to keep bar 4 in place, eliminating the possibility of bar 4 slipping on bar 5. Another plate 4d is welded to the end of bar 5 projecting to the bot tom of plate 4a, which is welded to bar 4 as above mentioned.
To maintain bars 1 and 2 in the same plane, bar 2 carries a welded-0n plate 2a which overlies the web of the bar 1 as shown in FIG. 7 and the bolt 3a passes through the plate 2a and through the web of the bar 1.
Nail holes 27 can be provided at various points along the flanges of the several bars 1, 2, 4 and 5 and nails driven therethrough can fasten the clamp to the form pieces 14, and to which the boards r16 are secured. This makes it possible to remove the forms in two halves after the concrete has been set and facilitates the placement of the forms thereafter for the molding of another column. Thus, one half of the form can remain attached to the connected bars 1 and 2 and the other half remaining attached to the connected bars 4 and 5. This reduces the amount of nailing required during form erection.
In FIG. 2 the sleeve 19 is shown open at its rear end. If desired, this end may be kept closed by a removable friction fitted cap 19a, as shown in FIG. 10. Also, in FIG. 10 the plate 17 is eliminated. In this embodiment the welded-on studs 16a having heads 18a upon which the sleeve rests, spaces the sleeve from the web of the bar to which it is attached by extending the studs through the holes 15 in the bars.
What I claim is:
1. A column form clamp comprising, a plurality of bars arranged to define an opening between them to accommodate a concrete form, the bars having end portions adapted to overlap to adjust them to define an opening of the required size, each bar carrying an adjusting screw adjacent to the point of overlap of the bars, the screws being operative against sides of the bars to secure adjustment of the bars relatively to one another.
2. A column clamp according to claim 1, wherein the bars are of channel cross section, the adjusting screws being mounted on plates provided with means by which the plates may be mounted at different selected positions along the length of the bars.
3. A column clamp according to claim 1, wherein the bars are in pairs, the bars in one pair being pivotally connected together and the bars in another pair being rigidly connected together to thereby dispose the bars in the latter pair at right angles to one another.
4.. In a column clamp according to claim 1, wherein the adjusting screw is contained in a sleeve fixed on a mounting plate, the screw being threadable through the sleeve and being capable of projection therefrom to en gage against one of the bars, the plate having projecting studs and the bars having holes in which the studs are insertable to locate the plate at different positions along the length of the bars.
5. A column clamp according to claim 1, wherein the adjusting screws are carried on plates and the plates have means by which they can be mounted at different points along the length of the bars, said means consisting of cooperating elements on the plates and bars.
6. A column clamp according to claim 1, wherein the adjusting screw is contained in a sleeve provided with projecting threaded studs which enter through selected holes in the bars to locate the adjusting screw in a selected position.
7. A column clamp according to claim 1, wherein the bars are in pairs, the bars in one of the pairs being pivotally connected together at one end to dispose them normally at right angles to one another, and the bars in another pair being rigidly connected at one end to dispose them at a fixed angle, the opposite ends of the bars in one of the pairs being overlapped with ends of the bars in the second pair, and adjusting screws carried at the overlapped ends and operative against adjacent bars to adjust the bars to cause them to define a predetermined size opening for column formation.
8. A column clamp for concrete forms comprising, four bars arranged to clamp a form between them, the four bars consisting of two pairs of bars, the bars in one pair being pivotally connected together at one end, the bars in the second pair being rigidly connected together at one end so that the two bars in the latter pair project at right angles to one another, the bars in the two pairs being disposed in overlapping relation so that the bars form a rectangular frame defining an opening for the concrete form, each bar having a free end adjacent to 5 6 which an adjusting screw is provided, the screws in each References Cited corner of the frame being disposed at right angles to one another, by which means each screw can be fixed at difv UNITED STATES PATENTS ferent positions along the length of the bar on which the 1,214,905 2/1917 Engstrom 269287 X screw is mounted, each screw'being directed into contact 5 1,608,406 11/1926 McFarland 269-416 with one of the bars other than that on which it is carried. 2,753,902 7/1956 Klee 269 117 X 9. A column clamp according to claim 8, wherein each bar is provided with a row of holes extending longi- ROBERT RIORDON Primary Examiner tudinally on it, the adjusting screws being each mounted MELTON, Assistant Examine! in a sleeve borne by a plate,*and means for fixing each 10 screw on a bar by studs projecting from the plate and entering selected pair of holes in said bar. 249219; 269287
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3724801A (en) * 1971-05-20 1973-04-03 Brock White Co Column form and clamp assembly
US3795393A (en) * 1971-12-03 1974-03-05 S Melfi Concrete form and clamp therefore
US4786062A (en) * 1986-06-02 1988-11-22 Rudolf Schneider Apparatus for clamping non-rotating work pieces
US4889329A (en) * 1988-08-31 1989-12-26 Smith Jr Joel C Self-aligning post cutting jig
US5711778A (en) * 1996-05-07 1998-01-27 Corning Incorporated Method and apparatus for annealing glass sheets
US20040080088A1 (en) * 2001-04-24 2004-04-29 Grendahl Mark S. Anchor bolt locating jig
CN103334585A (en) * 2013-06-09 2013-10-02 福建省二建建设集团有限公司 Assembling structure for beam/column with wood or bamboo template, and assembling method thereof
CN103334586A (en) * 2013-06-09 2013-10-02 福建省二建建设集团有限公司 Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method
CN110700576A (en) * 2019-10-18 2020-01-17 王思记 Movable fastener for building construction column formwork

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1214905A (en) * 1915-03-31 1917-02-06 Isack G Engstrom Column-clamp.
US1608406A (en) * 1926-01-14 1926-11-23 William J Nauman Jr Form-holding yoke
US2753902A (en) * 1953-01-19 1956-07-10 George B Klee Screw actuated rectangular frame work clamp

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1214905A (en) * 1915-03-31 1917-02-06 Isack G Engstrom Column-clamp.
US1608406A (en) * 1926-01-14 1926-11-23 William J Nauman Jr Form-holding yoke
US2753902A (en) * 1953-01-19 1956-07-10 George B Klee Screw actuated rectangular frame work clamp

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3724801A (en) * 1971-05-20 1973-04-03 Brock White Co Column form and clamp assembly
US3795393A (en) * 1971-12-03 1974-03-05 S Melfi Concrete form and clamp therefore
US4786062A (en) * 1986-06-02 1988-11-22 Rudolf Schneider Apparatus for clamping non-rotating work pieces
US4889329A (en) * 1988-08-31 1989-12-26 Smith Jr Joel C Self-aligning post cutting jig
US5711778A (en) * 1996-05-07 1998-01-27 Corning Incorporated Method and apparatus for annealing glass sheets
US20040080088A1 (en) * 2001-04-24 2004-04-29 Grendahl Mark S. Anchor bolt locating jig
US6854227B2 (en) * 2001-04-24 2005-02-15 Mark S. Grendahl Anchor bolt locating jig
CN103334585A (en) * 2013-06-09 2013-10-02 福建省二建建设集团有限公司 Assembling structure for beam/column with wood or bamboo template, and assembling method thereof
CN103334586A (en) * 2013-06-09 2013-10-02 福建省二建建设集团有限公司 Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method
CN103334585B (en) * 2013-06-09 2015-07-08 福建省二建建设集团有限公司 Assembling structure for beam/column with wood or bamboo template, and assembling method thereof
CN103334586B (en) * 2013-06-09 2015-07-08 福建省二建建设集团有限公司 Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method
CN110700576A (en) * 2019-10-18 2020-01-17 王思记 Movable fastener for building construction column formwork

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