US1792987A - Concrete-column clamp - Google Patents

Concrete-column clamp Download PDF

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Publication number
US1792987A
US1792987A US440723A US44072330A US1792987A US 1792987 A US1792987 A US 1792987A US 440723 A US440723 A US 440723A US 44072330 A US44072330 A US 44072330A US 1792987 A US1792987 A US 1792987A
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bars
adjacent
clamp
links
bar
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US440723A
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John A Johnson
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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

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  • This invention relates to clamps for .the mold forms for concrete columns, and has for an obj eat to provide an improved clamp for this purpose which will be” very simple 5 in construction and can be manufactured at low cost; which is easy to apply to and remove from the forms; which have no parts which can be separated and lost, and which when in position will firmly clampthe form to and hold-it to proper shape.
  • the invention consists in certain novel combinations and arrangements of parts, one form-t which is illustrated in-the accompanying drawing formin-g apart of this specification.
  • V V Fig. 1 is a transverse section through a concrete. column form showing my improved clamp applied thereto.
  • Fig. 2' is a side elevation, thereof looking fromthebottom of Fig. 1.
  • Fig. 3 is a transverse section of one of the bars taken substantially on line 3-3 oi Fig. 1, and
  • Fig; 4 is a plan view of one of the links for'eonnecting the bars.
  • the clamp comprises four bars 10 to be clamped against the sides of the wooden mold 11 in which the concrete is poured and held until set for forming the concrete column.
  • the clamps must be strong and rigid so as to prevent spreading or bulging of the mold so that the finished column will have the proper size and shape, and in order to reduce labor cost should be easily and quickly manipulated, both to apply them to the mold and to remove them therefrom.
  • the bars 10 may be of Various shapes in cross section, but preferably are of substan-. tially T shape as illustrated, as this is a simple shape, is strong and rigid, is easily 1930. serial: no. 440,723..
  • each bar 10 Adjacent one end of; each bar 10 is provided one or moreshoulders for engagement with a connecting element. These shoulders are preferably providedlby means of notches 12 and may be of any desired number. In the present instance, they are formed in the edge of the central rib 13 of the bars. Adjacent to the other endof each of three of the bars 10 of the clamp is secured a-connecting link 14. This link is pivotal-1y connected to the bars and is adapted to swing over the opposite end of an adjacent bar and seatin one ofthe notches 12. It 'Wlll thus connect the two j bars together.
  • These links l lare preferably substantially circular rings as shown and may be of any suitable mate'rial.
  • They should preferably be of a metal which will have a certain'amount of resilience so as to yield somewhat when the bars are clamped to the form and so thatthis action will tightly and continuously hold the bars against the sides of the form.
  • They maybe made of steel., malleable iron or other suitable material. They are pivotally connectectto their respective bars a ⁇ tthe point 1 5 so that they can'- svving to and from engagement with the nextadjacent bar.
  • the pivots may be formed by openings in the ribs 13.
  • these openings are formed by notching the rib and then after the link is in position, filling in the open side oi the notch: as she wnat 1 -6 bysany suitablemeans such as welding, 1
  • the fourth indicated'at 17 is pivoted to its bar lO at 23 in the same manner as the links'le, but at its oppositeside is pivoted to toggle lever 18 by any suitable means such as a transverse? bolt 19. I In the present consw n.
  • the bars 10 are placed about the form on the four sides thereof and the links 1 are swung to position to seat in their proper notches 12.
  • the link 17 is then swung to position to permit seating of the extension 21 in one of the notches 12 and the lever 18 is swung inwardly toward the form about the pivot 19, the movement being counterclockwise as viewed in Fig. 1.
  • the elements are so proportioned that as the lever 18 approaches the full line position of Fig. 1, the line joining the centers of pivots 19 and 23 passes over the projection 21 to secure a sort of toggle action which gives a great clamping force and tightly clamps the bars about the form 11.
  • a concrete column form clamp comprising bars to engage the sides of the form and each having one or more notches at one end, a link pivoted to each bar adjacent the other end, a lever pivoted to one of said links having a projection to seat in one of the notches of an adjacent bar and so arranged that when the lever is moved to clamping position the line joining the pivots of the connected link will pass said projection, and the other links being adapted to engage the notches of the adjacent bars.
  • a concrete column form clamp comprising bars to engage the sides of the form and each having one or more spaced shoulders adjacent one end, a link pivoted adacent to each bar adjacent the other end, a toggle lever pivoted to one of said links and having means to engage one of the shoulders of the adjacent bar, and each of the other links being adapted to engage one of the shoulders of the respective adjacent bars.
  • a concrete column form clamp comprising a plurality of T-bars to engage the sides of the form, each of said bars having one or more notches in the ed e of the central rib adjacent one end, a link pivoted to said rib adjacent the other end, a toggle lever pivoted to one of said links and having means to seat in one of the notches of the adjacent bar, and the remaining links being adapted to each seat in a notch of the respective adjacent bar.
  • a concrete column form clamp comprising bars to engage the sides of a form, links detachably connecting the adjacent ends of the respective bars, and a toggle lever pivoted to one of said links and having means to engage the bar adjacent the bar to which said link is connected to clamp the bars against the form.
  • a concrete column form clamp comprising a plurality of T-bars to engage the sides of the form, a substantially ring shaped link pivoted to each bar adjacent one end thereof, means for detachably connecting each link to the next adjacent bar,the latter connection for one of the links comprising a toggle lever pivoted to the link and having means connected to the adjacent bar to cooperate therewith to clamp the device on a form.
  • a concrete column form clamp comprising a plurality of T-bars to engage the sides of the form, a substantially ring shaped link pivoted to each bar adjacent one end thereof and having one or more notches adjacent its other end to detachably receive the links of the link of the next adjacent bar, a toggle lever pivoted to one of the links and having an extension to seat in one of said notches to detachably connect the lever to the bar and cooperate therewith to clamp the device about a form.

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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

Feb. 17, 1931. I J. A. JOHNSON 1,792,937
CONCRETE COLUMN CLAMP Filed April 1,1930
Patented Feb. 17, 1931 umm' mm oniv A. aonivsolv, or 'BR-IDGEIEOBT, coma-anew conc ETE-coLuMn CLAMP Application filed April 1 This invention relates to clamps for .the mold forms for concrete columns, and has for an obj eat to provide an improved clamp for this purpose which will be" very simple 5 in construction and can be manufactured at low cost; which is easy to apply to and remove from the forms; which have no parts which can be separated and lost, and which when in position will firmly clampthe form to and hold-it to proper shape. a
. With'the foregoing and-other objects in view, the invention; consists in certain novel combinations and arrangements of parts, one form-t which is illustrated in-the accompanying drawing formin-g apart of this specification. In'this drawing V V Fig. 1 is a transverse section through a concrete. column form showing my improved clamp applied thereto.
Fig". 2' is a side elevation, thereof looking fromthebottom of Fig. 1.
Fig. 3;;is a transverse section of one of the bars taken substantially on line 3-3 oi Fig. 1, and
Fig; 4 is a plan view of one of the links for'eonnecting the bars.
The clamp comprises four bars 10 to be clamped against the sides of the wooden mold 11 in which the concrete is poured and held until set for forming the concrete column.
It will be evident that to properly hold the mold to shape, the clamps must be strong and rigid so as to prevent spreading or bulging of the mold so that the finished column will have the proper size and shape, and in order to reduce labor cost should be easily and quickly manipulated, both to apply them to the mold and to remove them therefrom.
Also, as a large number of clamps are used on a ob of any size they should-be of a construction which can be manufactured at relatively low cost, and also to save time they should not have parts which can become loose or detached and thus lost during transporta- 145 tion or storage. These requirements are all met in my improved clamp.
The bars 10 may be of Various shapes in cross section, but preferably are of substan-. tially T shape as illustrated, as this is a simple shape, is strong and rigid, is easily 1930. serial: no. 440,723..
handled andhas a wide base to rest against the surface of the form for clamping it. Adjacent one end of; each bar 10 is provided one or moreshoulders for engagement with a connecting element. These shoulders are preferably providedlby means of notches 12 and may be of any desired number. In the present instance, they are formed in the edge of the central rib 13 of the bars. Adjacent to the other endof each of three of the bars 10 of the clamp is secured a-connecting link 14. This link is pivotal-1y connected to the bars and is adapted to swing over the opposite end of an adjacent bar and seatin one ofthe notches 12. It 'Wlll thus connect the two j bars together. These links l lare preferably substantially circular rings as shown and may be of any suitable mate'rial.- They should preferably be of a metal which will have a certain'amount of resilience so as to yield somewhat when the bars are clamped to the form and so thatthis action will tightly and continuously hold the bars against the sides of the form. They maybe made of steel., malleable iron or other suitable material. They are pivotally connectectto their respective bars a{tthe point 1 5 so that they can'- svving to and from engagement with the nextadjacent bar. The pivots may be formed by openings in the ribs 13. the present arrangement, these openings are formed by notching the rib and then after the link is in position, filling in the open side oi the notch: as she wnat 1 -6 bysany suitablemeans such as welding, 1 The fourth indicated'at 17 is pivoted to its bar lO at 23 in the same manner as the links'le, but at its oppositeside is pivoted to toggle lever 18 by any suitable means such as a transverse? bolt 19. I In the present consw n. the l ve 7.1 a 11 al as 2 Brand w h a w dedrrei ct q w .e2 d rte n se "9l% ..Q "P notche 12, and he li k l-7 has ea s 2' a ed- 0H0?- pe tee d a j he memo.- vlaile h r e pin- 19 passesthrough these .eafr-s and the nan h iprei cti n 2 s l at d ha when t e l f "i 8- s- 1 'as: 1 th l s j en ;1Ii er at ii at 19. and-t r e 230mm ski? will-na ty a eeeii er of the projection 21. It will thus secure a sort of toggle action which will give a great clamping force and will also automatically hold the lever in clamping position.
In operation, the bars 10 are placed about the form on the four sides thereof and the links 1 are swung to position to seat in their proper notches 12. The link 17 is then swung to position to permit seating of the extension 21 in one of the notches 12 and the lever 18 is swung inwardly toward the form about the pivot 19, the movement being counterclockwise as viewed in Fig. 1. The elements are so proportioned that as the lever 18 approaches the full line position of Fig. 1, the line joining the centers of pivots 19 and 23 passes over the projection 21 to secure a sort of toggle action which gives a great clamping force and tightly clamps the bars about the form 11. During this clamping action, the links 141- and 17 yield somewhat due to their resiliency and then after the lever has reached the clamping position, this resiliency automatically maintains the clamping bars tightly against the sides of the form. After the concrete has properly set, the clamps are easily and quickly removed by swinging outwardly the lever 18 which thus loosens the clamp, and the various bars can then be easily and quickly taken off. As the links 14 and 17 are permanently attached to the bars, they are always in position for immediate use and will not drop off and be lost.
It will be apparent that while I have shown and described my invention in the preferred form, many changes and modifications may be made in the structure disclosed without departing from the spirit of the invention defined in the following claims.
Having thus set forth the nature of my invention, what I claim is:
1. A concrete column form clamp comprising bars to engage the sides of the form and each having one or more notches at one end, a link pivoted to each bar adjacent the other end, a lever pivoted to one of said links having a projection to seat in one of the notches of an adjacent bar and so arranged that when the lever is moved to clamping position the line joining the pivots of the connected link will pass said projection, and the other links being adapted to engage the notches of the adjacent bars.
2. A concrete column form clamp comprising bars to engage the sides of the form and each having one or more spaced shoulders adjacent one end, a link pivoted adacent to each bar adjacent the other end, a toggle lever pivoted to one of said links and having means to engage one of the shoulders of the adjacent bar, and each of the other links being adapted to engage one of the shoulders of the respective adjacent bars.
A concrete column form clamp comprising a plurality of T-bars to engage the sides of the form, each of said bars having one or more notches in the ed e of the central rib adjacent one end, a link pivoted to said rib adjacent the other end, a toggle lever pivoted to one of said links and having means to seat in one of the notches of the adjacent bar, and the remaining links being adapted to each seat in a notch of the respective adjacent bar.
4. A concrete column form clamp comprising bars to engage the sides of a form, links detachably connecting the adjacent ends of the respective bars, and a toggle lever pivoted to one of said links and having means to engage the bar adjacent the bar to which said link is connected to clamp the bars against the form.
5. A concrete column form clamp comprising a plurality of T-bars to engage the sides of the form, a substantially ring shaped link pivoted to each bar adjacent one end thereof, means for detachably connecting each link to the next adjacent bar,the latter connection for one of the links comprising a toggle lever pivoted to the link and having means connected to the adjacent bar to cooperate therewith to clamp the device on a form.
6. A concrete column form clamp comprising a plurality of T-bars to engage the sides of the form, a substantially ring shaped link pivoted to each bar adjacent one end thereof and having one or more notches adjacent its other end to detachably receive the links of the link of the next adjacent bar, a toggle lever pivoted to one of the links and having an extension to seat in one of said notches to detachably connect the lever to the bar and cooperate therewith to clamp the device about a form.
In testimony whereof I afiix my signature.
JOHN A. JOHNSON.
US440723A 1930-04-01 1930-04-01 Concrete-column clamp Expired - Lifetime US1792987A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2794467A (en) * 1955-01-12 1957-06-04 Philip Sitton Septic Tank Comp Clamp for forms containing moldable material
US3543303A (en) * 1967-11-25 1970-11-24 Fausto Sacchiero Mold for dentists
US3854692A (en) * 1971-07-20 1974-12-17 I Russell Corner locks for concrete forms

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2794467A (en) * 1955-01-12 1957-06-04 Philip Sitton Septic Tank Comp Clamp for forms containing moldable material
US3543303A (en) * 1967-11-25 1970-11-24 Fausto Sacchiero Mold for dentists
US3854692A (en) * 1971-07-20 1974-12-17 I Russell Corner locks for concrete forms

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