US1815368A - Spreader device for concrete forms - Google Patents
Spreader device for concrete forms Download PDFInfo
- Publication number
- US1815368A US1815368A US356287A US35628729A US1815368A US 1815368 A US1815368 A US 1815368A US 356287 A US356287 A US 356287A US 35628729 A US35628729 A US 35628729A US 1815368 A US1815368 A US 1815368A
- Authority
- US
- United States
- Prior art keywords
- plates
- bars
- concrete
- bar
- notches
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007480 spreading Effects 0.000 description 2
- 206010026749 Mania Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003197 gene knockdown Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G2017/0646—Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal
Definitions
- This invention appertains to the art of concrete forms and involves primarily the provision of a novel type of spreader device which functions to maintain plates, which constitute parts of a concrete form, in spaced relation.
- a novel type of spreader device which functions to maintain plates, which constitute parts of a concrete form, in spaced relation.
- This old method has several disadvantages, among which are noted the following :
- the plates are not held spaced apart; that is, there is nothing prior to the pouring of concrete which prevents the plates from moving toward one another.
- F urthermore considerable inconvenience is caused by this method as some little time is required to put the wires through the openings and twist the same to prevent the plates from spreading.
- the plates are removed subsequent to the pouring and setting of the concrete, it is necessary to cut the wires so as to permit removal of the plates.
- the plates are provided, at suitable points, with slots, these being preferably located adjacent the reinforcing ribs or flanges with which the forms are provided.
- the flat bars are notched adjacent their ends and these bars are inserted in the slots in the plate and moved downwardly so that the notches engage the plate. At this time the ends of the bars may be twisted or turned to a slight degree, thereby preventing their removal or displacement from the plates through accident or otherwise.
- the plate forms will now be held in position during the pouring of the concrete, and after the set has taken place, the ends of the bars may be twisted further which causes a fracture or breaking off of 1929. Serial No. 356,287.
- An important feature of the invention lies in the setting up of a positive interlock between the bar and the plate form, this being created by the notched bar and slotted plate connection, taken together with the slight twisting of the ends after the bars are properly positioned.
- a more detailed feature of the invention lies in the provision of notches in the bar substantially opposite to the notches which provide the interlock with the plate so as to facilitate the twisting off of the extremities of the said bar.
- Figure 1 is a perspective view of the plate forms spaced apart by notched flat bars in accordance with this invention.
- Figure 2 is a perspective view showing the bars as applied to one of the plates.
- Figure 3 is a front view of one of the plate forms with the bars attached thereto.
- Figure 4 isan end view bringing out particularly the interlock between the notched bars and the plates.
- Figure 7 is a view similar to Figure 3'and shows the ends of the bars in their twisted position.
- Figure 8 is an enlarged perspective view bringing out the twisted end of a bar.
- the plate forms are designated A. These forms are provided with flanges 1 which act as sort of reinforcing ribs for the plates and also as a means for connecting adjacent plates together.
- the device as shown at 2 may be operated to join two plates by positively holding the side flanges thereof together.
- Plates A are provided, preferably adjacent to the flanges 1, with slots 3 fora purpose to be hereinafter more fully set out.
- plates A may be provided with reinforcing or strengthening plates t which may be joined to the plates A in any preferred manner as by rivets shown at 5 and the plates A and 4 slotted as shown at 6.
- the bar 7 may also be provided with the smaller notches 9 which are substantially opposite the outer walls of the notches 8 so as to facilitate the twisting ofi of the end portions of the bar 7 which are designated 10.
- the method of use of my novel spreader device lies in first inserting the ends of these bars 7 in the slots 3 and then moving the same downwardly so that the notches '8 en gage plates A.
- the ends 10 then are twisted to a slight degree so as to prevent their removal from the plates A.
- the plates A may then be removed from the concrete structure leaving the bars 7 embedded therein under which condition they act as a sort of reinforcing element.
- the end portions of the bar 7 are connected to the main body portion across the notches 8 by frangible portions of the bar, which are readily fractured or broken as previously described.
- a notable feature'of this invention lies in the frangible end portions of the tie bars.
- the ends of the bars are first passed through the slots in the plate forms, and then the bars are moved downwardly causing the notches in thebars to engage the plates and hold them in their proper spaced relation. At this time, the ends of the bars and the slots in the plates are in alignment.
- deforming these bar ends as by twisting, the ends are posi tioned out of alignment with the slots in the plates so that the bars cannot become acci, dently disengaged from the plate forms. This positive locking of the bars in the plates is very important. After the concrete has been poured and sets, then a further deformation or twisting of the bar ends causes them to break ofi, thereby permitting removal of the plate forms from the bars.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
July 21,1931. F. c. WOTNOSKE 1,315,363
SPREADER DEVICE FOR CONCRETE FORMS Filed April 18. 1929 :s Sheets-Sheet 1 l/YI/EA/ZUR 1'76. Wilma/re ATT RNEYS July 21, 1931. F. c. wb'rNosKE 1,815,368
SPREADER DEVICE FOR CONCRETE FORMS Filed April 18. 1929 3 Sheets-Sheet 2 M -1o l I 9" l0 g wvcwrox l fiawmaslra ATTORNEYS July 21, 1931.
F. c WOTNOSKE SPREADER DEVICE FOR CONCRETE FORMS Filed April 18-. 1929 5 Shelets-Sheet 5 e 5 o 6 0 0i F -m o 4 oml INVENTOR E C. Wotvzoske- ATTORNEYS Patented July 21, 193l UNITED STATES PATENT OFFICE FRED O. WO'I'NOSKE, 01F MILWAUKEE, WISCONSIN, ASSIGNOR 'I'O METAL FORMS COR PORATION, OF MILWAUKEE, VIISOONSIN SPREADER DEVICE FOR CONCRETE FORMS Application filed April 18,
This invention appertains to the art of concrete forms and involves primarily the provision of a novel type of spreader device which functions to maintain plates, which constitute parts of a concrete form, in spaced relation. Heretofore it has been the practice to avail of wires which are threaded through openings in the plates and twisted to prevent the plates from spreading farther than is 10 permissible. This old method has several disadvantages, among which are noted the following :The plates are not held spaced apart; that is, there is nothing prior to the pouring of concrete which prevents the plates from moving toward one another. F urthermore, considerable inconvenience is caused by this method as some little time is required to put the wires through the openings and twist the same to prevent the plates from spreading. When the plates are removed subsequent to the pouring and setting of the concrete, it is necessary to cut the wires so as to permit removal of the plates.
I propose by this invention to obviate the 26 above unfavorable conditions accompanying the old wire tie system of spacing the plates,
by providing a notched bar which is designed to cooperate with slots in the plates to pro- 7 vide a sort of interlock between the plates 30 and the bar whereby the former are properly held in position with respect to one another and movement in either direction on the part of the plates is inhibited.
In carrying out this idea more in detail, the plates are provided, at suitable points, with slots, these being preferably located adjacent the reinforcing ribs or flanges with which the forms are provided. The flat bars are notched adjacent their ends and these bars are inserted in the slots in the plate and moved downwardly so that the notches engage the plate. At this time the ends of the bars may be twisted or turned to a slight degree, thereby preventing their removal or displacement from the plates through accident or otherwise. The plate forms will now be held in position during the pouring of the concrete, and after the set has taken place, the ends of the bars may be twisted further which causes a fracture or breaking off of 1929. Serial No. 356,287.
the ends of the same at the notched portions which are the points of junction with the plate. The latter may now be removed, leaving that portion of the bar which was formerly between the forms, embedded in the 0011- crete.
An important feature of the invention lies in the setting up of a positive interlock between the bar and the plate form, this being created by the notched bar and slotted plate connection, taken together with the slight twisting of the ends after the bars are properly positioned.
Certain additional advantages are obtained by the preferred method of use of these bars, which method lies in first applying the bars to maintain the plate forms spaced prior to and during the pouring of the concrete and then destroying the spacing effect of the bars after the concrete has set, permitting the removal of the plates and at the same time leaving the bars embedded in the concrete which provides certain reinforcing effects for the concrete structure.
A more detailed feature of the invention lies in the provision of notches in the bar substantially opposite to the notches which provide the interlock with the plate so as to facilitate the twisting off of the extremities of the said bar.
With these and other objects and advantages in view, the invention comprises other novel constructions, combinations, and arrangements of parts as will in part become apparent and in part be hereinafter stated.
For a full and more complete understanding of the invention, reference may be had to the following description and accompanying drawings, in which Figure 1 is a perspective view of the plate forms spaced apart by notched flat bars in accordance with this invention.
Figure 2 is a perspective view showing the bars as applied to one of the plates.
Figure 3 is a front view of one of the plate forms with the bars attached thereto.
Figure 4 isan end view bringing out particularly the interlock between the notched bars and the plates.
mania,
" nection between one end of the bar and one end of the plate forms.
Figure 7 is a view similar to Figure 3'and shows the ends of the bars in their twisted position.
Figure 8 is an enlarged perspective view bringing out the twisted end of a bar.
While a preferred specific embodiment of the invention is herein set forth, it 'isto be understood that I am not to be limited to the exact constructions illustrated and described because various modifications of these details may be provided in putting the invention into practice within the purview of the appended claims.
Throughout the various figures of the drawings and following description, like reference characters denote corresponding parts.
Referring now tothe drawings, the plate forms are designated A. These forms are provided with flanges 1 which act as sort of reinforcing ribs for the plates and also as a means for connecting adjacent plates together. In connection with this last mentioned phase, it is noted that the device as shown at 2 may be operated to join two plates by positively holding the side flanges thereof together. Plates A are provided, preferably adjacent to the flanges 1, with slots 3 fora purpose to be hereinafter more fully set out. If it is found necessary to provide points of connection for the bars at points other than in close proximity to the flanges 1, plates A may be provided with reinforcing or strengthening plates t which may be joined to the plates A in any preferred manner as by rivets shown at 5 and the plates A and 4 slotted as shown at 6.
A tie bar 7 of suitable metal such as iron, is provided adjacent each end with notches 8, each of which is adapted to engage a plate form A subsequent to the insertion of the extremities of the bar in the slots 3- Gravity action will maintain this engagement, butthe ends of the bars 7 are preferably twisted a slight amount thereby positively preventing their removal from the plates A. The bar 7 may also be provided with the smaller notches 9 which are substantially opposite the outer walls of the notches 8 so as to facilitate the twisting ofi of the end portions of the bar 7 which are designated 10.
The method of use of my novel spreader device lies in first inserting the ends of these bars 7 in the slots 3 and then moving the same downwardly so that the notches '8 en gage plates A. The ends 10 then are twisted to a slight degree so as to prevent their removal from the plates A. Concrete'is now poured into the form which is defined by the spaced plates, and subsequent to the setting of the concrete the ends 10 may be twisted off due to the notches 8 and 9, the point of fracture of the bar being of course at these notches. The plates A may then be removed from the concrete structure leaving the bars 7 embedded therein under which condition they act as a sort of reinforcing element. The end portions of the bar 7 are connected to the main body portion across the notches 8 by frangible portions of the bar, which are readily fractured or broken as previously described.
A notable feature'of this invention lies in the frangible end portions of the tie bars. The ends of the bars are first passed through the slots in the plate forms, and then the bars are moved downwardly causing the notches in thebars to engage the plates and hold them in their proper spaced relation. At this time, the ends of the bars and the slots in the plates are in alignment. By deforming these bar ends, as by twisting, the ends are posi tioned out of alignment with the slots in the plates so that the bars cannot become acci, dently disengaged from the plate forms. This positive locking of the bars in the plates is very important. After the concrete has been poured and sets, then a further deformation or twisting of the bar ends causes them to break ofi, thereby permitting removal of the plate forms from the bars.
This application is a continuation in part of my application Serial No. 341,516, filed February 20th, 1929, for spreader device for concrete forms; i
Having thus described my invention, what I claim as-new and desire to secure by Letters Patent of the United States, is
1. In a concrete form, the combination,
with spaced plates having openings'therein,
of bars having notches engaging said openings and thereby maintaining said plates in their spaced relation, the ends of the said bars being deformed by twisting said ends out of alignment with the openings thereby preventing the accidental displacement of the bars from said plates, the bars having small notches on the edges opposite those engaging the forms to thus weaken the metal at such end so that the latter 'may be twisted or broken off, and means for supporting said bars to resist movement of the same with re spect to the plates during twisting of the ends.
2. The methodof setting up and taking said concrete, and positively supporting said bars during twisting of the ends to resist relative movement of the bars with respect to the concrete.
3. In a knock-down concrete form, the combination with spaced plates between which concrete may be poured, said plates having openings therein, of tie bars inserted through said openings and interlocked with the plates, the ends of said bars being deformed thereby preventing their unauthorized displacement from engagement with said plates, and said plates positively supporting said bars during deformation of the ends thereof to resist relative movement of the bars with respect to the plates.
4. In a concrete form, the combination with spaced plates having openings therein, of bars having notches engaging said openings, the said plates closely engaging the bars at the notches for the full width of the bars whereby to maintain the plates in spaced relation and the bars interlocked therewith,
the ends of said bars being deformed by twisting said ends out of alignment with the openings, thereby preventing accidental detachment of the bars from the plates.
In testimony whereof I aflix my signature.
FRED C. WOTNOSKE.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US356287A US1815368A (en) | 1929-04-18 | 1929-04-18 | Spreader device for concrete forms |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US356287A US1815368A (en) | 1929-04-18 | 1929-04-18 | Spreader device for concrete forms |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1815368A true US1815368A (en) | 1931-07-21 |
Family
ID=23400860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US356287A Expired - Lifetime US1815368A (en) | 1929-04-18 | 1929-04-18 | Spreader device for concrete forms |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1815368A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2523131A (en) * | 1947-12-01 | 1950-09-19 | Clifford M Martin | Form for molding concrete walls |
| US2566528A (en) * | 1948-07-15 | 1951-09-04 | Mackie Robert | Shuttering for use in the manufacture of concrete structures |
| US3074141A (en) * | 1961-02-13 | 1963-01-22 | Symons Mfg Co | Tie rod for concrete wall form panels |
| US3086272A (en) * | 1961-07-27 | 1963-04-23 | Symons Mfg Co | Concrete wall form with interlocking tie rod connection therefor |
| US3687411A (en) * | 1970-10-05 | 1972-08-29 | Stanley J Frazier | Concrete form locked by universal key |
| US3938776A (en) * | 1970-10-05 | 1976-02-17 | Frazier Stanley J | Forming panel with connection means for abutting panels |
| US6832456B1 (en) * | 1997-12-18 | 2004-12-21 | Peter Bilowol | Frame unit for use in construction formwork |
-
1929
- 1929-04-18 US US356287A patent/US1815368A/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2523131A (en) * | 1947-12-01 | 1950-09-19 | Clifford M Martin | Form for molding concrete walls |
| US2566528A (en) * | 1948-07-15 | 1951-09-04 | Mackie Robert | Shuttering for use in the manufacture of concrete structures |
| US3074141A (en) * | 1961-02-13 | 1963-01-22 | Symons Mfg Co | Tie rod for concrete wall form panels |
| US3086272A (en) * | 1961-07-27 | 1963-04-23 | Symons Mfg Co | Concrete wall form with interlocking tie rod connection therefor |
| US3687411A (en) * | 1970-10-05 | 1972-08-29 | Stanley J Frazier | Concrete form locked by universal key |
| US3938776A (en) * | 1970-10-05 | 1976-02-17 | Frazier Stanley J | Forming panel with connection means for abutting panels |
| US6832456B1 (en) * | 1997-12-18 | 2004-12-21 | Peter Bilowol | Frame unit for use in construction formwork |
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