US2442962A - Form for molding hollow concrete walls - Google Patents
Form for molding hollow concrete walls Download PDFInfo
- Publication number
- US2442962A US2442962A US577899A US57789945A US2442962A US 2442962 A US2442962 A US 2442962A US 577899 A US577899 A US 577899A US 57789945 A US57789945 A US 57789945A US 2442962 A US2442962 A US 2442962A
- Authority
- US
- United States
- Prior art keywords
- shuttering
- ties
- core
- walls
- wall
- 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
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/18—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring for double walls
-
- 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
- E04G2017/0648—The strip being twisted
Definitions
- This invention relates to shuttering for hollow walls and similar building elements made of set moulded material such as concrete; and particularly for such walls or building elements moulded in position.
- a shuttering assembly for a cavity wall or simi lar hollow building comprises external shutter walls and core shuttering for forming the cavity, said core shuttering being positioned between and spaced from the external shuttering, and being retained in posi tion against transverse movement by cross ties which are detachably secured to the core shuttering and to the external shuttering walls.
- the external shutter walls and the core shuttering are each composed mainly of separate panels or units connected to one another at their edges; and the ties have ends of tongue and groove section with which they are detachably secured to the said external walls by being engaged between the jointed edges of said panels or units.
- the ties thus ensure rigid tying of the score shuttering to the external shuttering walls by being made continuous and carried through the core shuttering.
- the middle portion of the ties which passes through the core shuttering is provided at each side of said middle portion, with pairs of shoulders that engage the opposite faces of the core panels or units, around the joints.
- Said middle portion may be thin enough to pass through the joints without opening the latter to an extent that is material in concrete shuttering.
- the ends of the ties may be thin to engage in the joints of the external shuttering without materially opening them. It is convenient to engage said ends with horizontal joints in the outside shuttering and with vertical joints in the core shuttering; and said thin middle and end portions of the ties being correspondingly formed at right angles to one another.
- the ties are adapted to serve the two purposes of tying and spacing apart the three shuttering walls, and of remaining in the moulded hollow wall to brace together the two thicknesses of said wall.
- a tie suitable for this purpose may be made of flat strip. It comprises end portions adapted to be engaged With the two external shutter walls to brace them together, a middle portion providing opposite shoulders adapted to engage with the core shuttering and position the latter against transverse movement, and intermediate portions adapted to be embedded in and key with the thicknesses of the moulded wall.
- the panel joints are preferably of the tongue and groove type so as to be shaped correspondingly to tongue-and-groove cross-sectional form of the tie ends.
- the shuttering for a moulded hollow wall which consists in erecting two external shuttering walls by assembling shuttering panels or units in edgewise engagement at horizontal joints, placing core shuttering in position between said external shuttering Walls; and, during the erection, engaging the ends of tongue and groove section of loose cross ties with the exposed upper edges of said panels or units of the outer shuttering walls, and also engaging said ties by means of a pair of opposed shoulders opposite faces of said core shuttering panels, so that as the said cross ties are secured by engagement of further panels above such exposed edges, they determine the horizontal spacing apart of the two external shuttering walls and the horizontal spacing of the core shuttering between them.
- Figure I shows a hollow concrete wall, with ties spanning the wall cavity and connecting the two thicknesses of the wall.
- Figure II illustrates the shuttering assembly for moulding the cavity wall of Figure I.
- Figure III is an enlarged view of the ties shown in Figure I.
- Figure IV is an enlarged horizontal section through the wall and the shuttering.
- Figure V is a plan view showing two diagonal ties.
- 2 indicates the wall as it appears after it has been moulded and the shuttering has been removed.
- the wall consists of the two thicknesses 3, 4 spaced apart by the cavity 5.
- the thicknesses 3, 4 are braced together by the ties 6, embedded in them and spanning the cavity 5.
- the shuttering comprises the two external shuttering walls I, 8 each consisting of a number of panels 9 connected at their edges.
- Said panels may be constructed as described in application for Union of South Africa Letters Patent No. 1121 of 1943 and are so shown; with interengaging edges In, H of general tongue and groove form.
- the core shuttering is positioned between the external shuttering walls 1, 8 to provide, between itself and the external shuttering at each side of it, the moulding spaces l3, M in which the two thicknesses 3, 4 of the wall 2 are to be moulded.
- Said core shuttering is divided into sections l5, jointed by contact or engagement of their vertical edges l6, so that said sections can be separately withdrawn upwardly from the cavity 5 after the wall has been moulded.
- the ties 6 are made of fiat metal strip continuous from end to end. They are shaped to include two similar end portions l l bent to a tongue-andgroove form in cross section to fit between the tongue l and groove ll of the horizontal joints l8 between the panels of the external shuttering walls 1, 8. Between said end portions H are the pair of intermediate portions l9, which, in the shuttering assembly, cross the spaces I3, l4 and which, after the concrete wall is formed, remain embedded in the wall thicknesses 3, 4. These intermediate portions l9 are preferably stifiened to enable them to act as struts when spacing the shuttering walls I, 8 and I2; and they may also be shaped to cause them to key firmly into the concrete. These eifects are produced in the example shown by means of the pressed up ribs 20.
- the central portion 2! of the tie is flattened.
- a convenient procedure in erecting the shuttering is to place a series of ties, indicated by a in Figure II. on the foundation 2'! on which the concrete wall 2 is to be erected.
- Said series a may be positioned in predetermined lines to define the plan of the wall.
- a bottom course b of panels 9 is stood upright on these ties with the grooved panel edges ll engaged with the tongue formations I! of the ends of the ties; which ties thus determine the proper spacing apart of the feet of the two external shuttering walls.
- the core shutter units I are also stood on the foundation 2'! with their pairs of adjacent edges l6 engaged between the pairs of shoulders 23, 24 of the ties 6. The spacing of the foot of the core shuttering wall relatively to the feet of the external shuttering walls is thus determined.
- Another series 0 of ties is now laid on the upper exposed edges 28 of the lower course panels; said ties 0 being brought into position by for example inserting their central portions 2
- the extremities 4 ll of the ties c are properly engaged with the tongue and groove formation of said upper edges 28, whilst their central portions 24 are, as stated, engaged with the edges 16 of the core units 15; with the result that the 0 series ties co-operate with the a series ties to cause the external shuttering walls and the core to be held truly parallel with one another.
- the ends I! of the ties are secured in the position stated by the weight of the next course of panels.
- Figure V shows ties generally similar to those described, but having their end formations I1 and their central formations 21 skewed with regard to the length of the tie; so that said ties take up an inclined position in plan when put into place. As they are left in the wall, they serve as diagonal braces therein. It is preferred to slant them alternately in opposite directions as appears in the figure. In such ties it is convenient to provide the shoulders 23, 24 by plate 29 welded to the tie proper.
- a shuttering assembly for a cavity wall or similar hollow building element comprising external shutter walls and core shuttering for forming the cavity, said shutter walls and said core shuttering each consisting of units assembled edgewise, cross ties extended between the assembled edges of said units; said cross ties each formed with a pair of opposed shoulders for detachably engaging the opposite faces of said core shuttering units and thus retaining said core shuttering units against transverse movement, the portion of each tie between said shoulders being of small width suitable to extend through joints between and engage vertical edges of said core shuttering units; said ties further having ends of tongue and groove section adapted to engage detachably horizontal edges of said external shuttering units.
Description
June 8, 1948. R. w. RUMBLE FORM FOR MOLDING HOLLOW CONCRETE WALLS Filed Feb; 14, 1945 For MLL/AM Fl/MBL.
X022 +Co. AGENTS Patented June 8, 1948 ED ST F'E'NT OFFICE FORM FOR MOLDING HOLLOW CONCRETE WALLS Roy William Rumble, Pretoria, Transvaal, Union of South Africa 1 Claim.
This invention relates to shuttering for hollow walls and similar building elements made of set moulded material such as concrete; and particularly for such walls or building elements moulded in position.
A shuttering assembly for a cavity wall or simi lar hollow building according to the invention comprises external shutter walls and core shuttering for forming the cavity, said core shuttering being positioned between and spaced from the external shuttering, and being retained in posi tion against transverse movement by cross ties which are detachably secured to the core shuttering and to the external shuttering walls.
The external shutter walls and the core shuttering are each composed mainly of separate panels or units connected to one another at their edges; and the ties have ends of tongue and groove section with which they are detachably secured to the said external walls by being engaged between the jointed edges of said panels or units.
The ties thus ensure rigid tying of the score shuttering to the external shuttering walls by being made continuous and carried through the core shuttering.
The middle portion of the ties which passes through the core shuttering is provided at each side of said middle portion, with pairs of shoulders that engage the opposite faces of the core panels or units, around the joints. Said middle portion may be thin enough to pass through the joints without opening the latter to an extent that is material in concrete shuttering. Similarly the ends of the ties may be thin to engage in the joints of the external shuttering without materially opening them. It is convenient to engage said ends with horizontal joints in the outside shuttering and with vertical joints in the core shuttering; and said thin middle and end portions of the ties being correspondingly formed at right angles to one another.
It is a feature of the invention that the ties are adapted to serve the two purposes of tying and spacing apart the three shuttering walls, and of remaining in the moulded hollow wall to brace together the two thicknesses of said wall. A tie suitable for this purpose may be made of flat strip. It comprises end portions adapted to be engaged With the two external shutter walls to brace them together, a middle portion providing opposite shoulders adapted to engage with the core shuttering and position the latter against transverse movement, and intermediate portions adapted to be embedded in and key with the thicknesses of the moulded wall.
The panel joints are preferably of the tongue and groove type so as to be shaped correspondingly to tongue-and-groove cross-sectional form of the tie ends. By means of such tongue and groove joints it is possible to erect the outside shuttering, and consequently the core shuttering, without the assistance of pre-erected scafiolding.
The shuttering for a moulded hollow wall, which consists in erecting two external shuttering walls by assembling shuttering panels or units in edgewise engagement at horizontal joints, placing core shuttering in position between said external shuttering Walls; and, during the erection, engaging the ends of tongue and groove section of loose cross ties with the exposed upper edges of said panels or units of the outer shuttering walls, and also engaging said ties by means of a pair of opposed shoulders opposite faces of said core shuttering panels, so that as the said cross ties are secured by engagement of further panels above such exposed edges, they determine the horizontal spacing apart of the two external shuttering walls and the horizontal spacing of the core shuttering between them.
An example of the invention is shown in the accompanying drawings in which Figure I shows a hollow concrete wall, with ties spanning the wall cavity and connecting the two thicknesses of the wall.
Figure II illustrates the shuttering assembly for moulding the cavity wall of Figure I.
Figure III is an enlarged view of the ties shown in Figure I.
Figure IV is an enlarged horizontal section through the wall and the shuttering.
Figure V is a plan view showing two diagonal ties.
Referring to Figure I, 2 indicates the wall as it appears after it has been moulded and the shuttering has been removed. The wall consists of the two thicknesses 3, 4 spaced apart by the cavity 5. The thicknesses 3, 4 are braced together by the ties 6, embedded in them and spanning the cavity 5.
Referring to Figure II, the shuttering comprises the two external shuttering walls I, 8 each consisting of a number of panels 9 connected at their edges. Said panels may be constructed as described in application for Union of South Africa Letters Patent No. 1121 of 1943 and are so shown; with interengaging edges In, H of general tongue and groove form.
The core shuttering, indicated by I2, is positioned between the external shuttering walls 1, 8 to provide, between itself and the external shuttering at each side of it, the moulding spaces l3, M in which the two thicknesses 3, 4 of the wall 2 are to be moulded. Said core shuttering is divided into sections l5, jointed by contact or engagement of their vertical edges l6, so that said sections can be separately withdrawn upwardly from the cavity 5 after the wall has been moulded.
The ties 6 are made of fiat metal strip continuous from end to end. They are shaped to include two similar end portions l l bent to a tongue-andgroove form in cross section to fit between the tongue l and groove ll of the horizontal joints l8 between the panels of the external shuttering walls 1, 8. Between said end portions H are the pair of intermediate portions l9, which, in the shuttering assembly, cross the spaces I3, l4 and which, after the concrete wall is formed, remain embedded in the wall thicknesses 3, 4. These intermediate portions l9 are preferably stifiened to enable them to act as struts when spacing the shuttering walls I, 8 and I2; and they may also be shaped to cause them to key firmly into the concrete. These eifects are produced in the example shown by means of the pressed up ribs 20.
The central portion 2! of the tie is flattened.
in a plane parallel but at right angles to the plane of the vertical dimensions of the end portions 11, in order to pass through the vertical joints 22 of the core shuttering ll. At the junction of the central portion 2! and the intermediate portions I9, 19 are the opposed pairs of shoulders 23,.24 spaced apart along the length of the tie according to the thickness of the core shuttering and so'that they engage the opposite faces 25, 26 of said core shuttering in the neighbourhood of the vertical edges I6.
A convenient procedure in erecting the shuttering is to place a series of ties, indicated by a in Figure II. on the foundation 2'! on which the concrete wall 2 is to be erected. Said series a may be positioned in predetermined lines to define the plan of the wall. A bottom course b of panels 9 is stood upright on these ties with the grooved panel edges ll engaged with the tongue formations I! of the ends of the ties; which ties thus determine the proper spacing apart of the feet of the two external shuttering walls.
The core shutter units I are also stood on the foundation 2'! with their pairs of adjacent edges l6 engaged between the pairs of shoulders 23, 24 of the ties 6. The spacing of the foot of the core shuttering wall relatively to the feet of the external shuttering walls is thus determined.
Another series 0 of ties is now laid on the upper exposed edges 28 of the lower course panels; said ties 0 being brought into position by for example inserting their central portions 2| into the upper ends of the vertical joints 22 and sliding the ties down to rest on the edges 28. The extremities 4 ll of the ties c are properly engaged with the tongue and groove formation of said upper edges 28, whilst their central portions 24 are, as stated, engaged with the edges 16 of the core units 15; with the result that the 0 series ties co-operate with the a series ties to cause the external shuttering walls and the core to be held truly parallel with one another. The ends I! of the ties are secured in the position stated by the weight of the next course of panels.
Upon the concrete mix being inserted into the moulding spaces I3, [4 the intermediate portions 19 of the ties become embedded in the mix; and upon the shuttering being disassembled the intermediate and central portions l9 and 2| of the ties remain as ties between the concrete wall thicknesses 3 and l. The end portions ll of the ties are usually out off flush with the external surfaces of the wall.
Figure V shows ties generally similar to those described, but having their end formations I1 and their central formations 21 skewed with regard to the length of the tie; so that said ties take up an inclined position in plan when put into place. As they are left in the wall, they serve as diagonal braces therein. It is preferred to slant them alternately in opposite directions as appears in the figure. In such ties it is convenient to provide the shoulders 23, 24 by plate 29 welded to the tie proper.
I claim:
A shuttering assembly for a cavity wall or similar hollow building element comprising external shutter walls and core shuttering for forming the cavity, said shutter walls and said core shuttering each consisting of units assembled edgewise, cross ties extended between the assembled edges of said units; said cross ties each formed with a pair of opposed shoulders for detachably engaging the opposite faces of said core shuttering units and thus retaining said core shuttering units against transverse movement, the portion of each tie between said shoulders being of small width suitable to extend through joints between and engage vertical edges of said core shuttering units; said ties further having ends of tongue and groove section adapted to engage detachably horizontal edges of said external shuttering units.
ROY WILLIAM RUMBLE.
REFERENCES CITED The following references are of record in the file of this patent:
UNITED STATES PATENTS
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ZA2442962X | 1944-03-09 |
Publications (1)
Publication Number | Publication Date |
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US2442962A true US2442962A (en) | 1948-06-08 |
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ID=25588369
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US577899A Expired - Lifetime US2442962A (en) | 1944-03-09 | 1945-02-14 | Form for molding hollow concrete walls |
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Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2750647A (en) * | 1952-03-03 | 1956-06-19 | Krieg Edward | Hollow concrete core form |
US2845685A (en) * | 1956-08-30 | 1958-08-05 | Einar C Lovgren | Concrete wall form joint |
US2851875A (en) * | 1956-02-23 | 1958-09-16 | Angel A Astorga | Stepped wall construction |
US2887758A (en) * | 1956-12-04 | 1959-05-26 | Waco Mfg Company | Tie rod for concrete wall forms |
US2902743A (en) * | 1953-07-27 | 1959-09-08 | Bertell W King | Concrete bulkhead, jetty or pile form |
US4473209A (en) * | 1982-01-15 | 1984-09-25 | Harsco Corporation | Prefabricated wall form modular unit |
FR2543193A1 (en) * | 1983-03-21 | 1984-09-28 | Int Housing Ltd | INSULATED CONCRETE WALL AND METHOD OF CONSTRUCTION |
US5566518A (en) * | 1994-11-04 | 1996-10-22 | I.S.M., Inc. | Concrete forming system with brace ties |
US20040075040A1 (en) * | 2001-01-11 | 2004-04-22 | Scallan Patrick Joseph | Moulding of concrete walls |
US20040118070A1 (en) * | 2002-12-19 | 2004-06-24 | Kyozaburo Takagi | Elongate bodies for use in pre-cast panel forming systems |
US20060156660A1 (en) * | 2005-01-19 | 2006-07-20 | Zach Stateson | Concrete slab corner support |
US20060260239A1 (en) * | 2005-04-15 | 2006-11-23 | Boese Jason D | Concrete form brace |
US7229062B1 (en) * | 2003-09-23 | 2007-06-12 | Robert Rascon | Retention apparatus and method for stabilizing concrete forms |
US20080315065A1 (en) * | 2007-06-22 | 2008-12-25 | Hanson Troy A | Bracket assembly for facilitating the installation of a concrete wall on a concrete footing and a method of forming the wall |
US20130081353A1 (en) * | 2008-08-19 | 2013-04-04 | David Jensen | Wall assembly method |
US20130104482A1 (en) * | 2005-04-15 | 2013-05-02 | Step Ahead Tools Llc | Concrete Form Brace |
US9896838B2 (en) * | 2013-08-30 | 2018-02-20 | Convergent Market Reseach, Inc. | Concrete panel and concrete panel connector structure for forming reinforced concrete building components |
US10961727B2 (en) * | 2019-05-08 | 2021-03-30 | Jd Russell Company | Concrete form assembly having concrete form clip and method of forming a wall |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1465421A (en) * | 1921-04-12 | 1923-08-21 | Harry E Clouser | Tie for reenforced concrete construction |
US1636256A (en) * | 1923-07-23 | 1927-07-19 | Peter D Johnston | Poured-wall form |
US2205662A (en) * | 1938-01-04 | 1940-06-25 | Conver Steel & Wire Co Inc | Form tie |
-
1945
- 1945-02-14 US US577899A patent/US2442962A/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1465421A (en) * | 1921-04-12 | 1923-08-21 | Harry E Clouser | Tie for reenforced concrete construction |
US1636256A (en) * | 1923-07-23 | 1927-07-19 | Peter D Johnston | Poured-wall form |
US2205662A (en) * | 1938-01-04 | 1940-06-25 | Conver Steel & Wire Co Inc | Form tie |
Cited By (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2750647A (en) * | 1952-03-03 | 1956-06-19 | Krieg Edward | Hollow concrete core form |
US2902743A (en) * | 1953-07-27 | 1959-09-08 | Bertell W King | Concrete bulkhead, jetty or pile form |
US2851875A (en) * | 1956-02-23 | 1958-09-16 | Angel A Astorga | Stepped wall construction |
US2845685A (en) * | 1956-08-30 | 1958-08-05 | Einar C Lovgren | Concrete wall form joint |
US2887758A (en) * | 1956-12-04 | 1959-05-26 | Waco Mfg Company | Tie rod for concrete wall forms |
US4473209A (en) * | 1982-01-15 | 1984-09-25 | Harsco Corporation | Prefabricated wall form modular unit |
FR2543193A1 (en) * | 1983-03-21 | 1984-09-28 | Int Housing Ltd | INSULATED CONCRETE WALL AND METHOD OF CONSTRUCTION |
US4541211A (en) * | 1983-03-21 | 1985-09-17 | International Housing Limited | Insulated concrete wall |
US5566518A (en) * | 1994-11-04 | 1996-10-22 | I.S.M., Inc. | Concrete forming system with brace ties |
US20040075040A1 (en) * | 2001-01-11 | 2004-04-22 | Scallan Patrick Joseph | Moulding of concrete walls |
US20040118070A1 (en) * | 2002-12-19 | 2004-06-24 | Kyozaburo Takagi | Elongate bodies for use in pre-cast panel forming systems |
US6840018B2 (en) * | 2002-12-19 | 2005-01-11 | Fukuvi Usa, Inc. | Elongate bodies for use in pre-cast panel forming systems |
US7229062B1 (en) * | 2003-09-23 | 2007-06-12 | Robert Rascon | Retention apparatus and method for stabilizing concrete forms |
US20060156660A1 (en) * | 2005-01-19 | 2006-07-20 | Zach Stateson | Concrete slab corner support |
US20060260239A1 (en) * | 2005-04-15 | 2006-11-23 | Boese Jason D | Concrete form brace |
US20130104482A1 (en) * | 2005-04-15 | 2013-05-02 | Step Ahead Tools Llc | Concrete Form Brace |
US8646746B2 (en) * | 2005-04-15 | 2014-02-11 | Step Ahead Tools Llc | Concrete form brace having article securing mechanism |
US20080315065A1 (en) * | 2007-06-22 | 2008-12-25 | Hanson Troy A | Bracket assembly for facilitating the installation of a concrete wall on a concrete footing and a method of forming the wall |
US20130081353A1 (en) * | 2008-08-19 | 2013-04-04 | David Jensen | Wall assembly method |
US9091055B2 (en) * | 2008-08-19 | 2015-07-28 | Sonoma Cast Stone Corporation | Wall assembly method |
US9896838B2 (en) * | 2013-08-30 | 2018-02-20 | Convergent Market Reseach, Inc. | Concrete panel and concrete panel connector structure for forming reinforced concrete building components |
US10961727B2 (en) * | 2019-05-08 | 2021-03-30 | Jd Russell Company | Concrete form assembly having concrete form clip and method of forming a wall |
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