US3520508A - Concrete formwork - Google Patents
Concrete formwork Download PDFInfo
- Publication number
- US3520508A US3520508A US658706A US3520508DA US3520508A US 3520508 A US3520508 A US 3520508A US 658706 A US658706 A US 658706A US 3520508D A US3520508D A US 3520508DA US 3520508 A US3520508 A US 3520508A
- Authority
- US
- United States
- Prior art keywords
- support
- panel
- brackets
- framework
- formwork
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Definitions
- the formwork panel adjustable support has two spaced apart support brackets connected by a single ground engaging member through main framework.
- a screw jack is operatively connected between the ground engaging member and a point on the framework which is movable relatively to the ground engaging member to enable adjustment in the height of the support brackets to be made on operation of the jack or the like.
- the basic shape of the framework is triangular, the apex of the triangle being connected to a sleeve surrounding the ground support member, and the base of the triangle being connected to the brackets.
- This invention relates to concrete formwork. It is especially concerned with formwork e.g. table forms on which horizontal concrete slabs can be cast.
- Hitherto concrete formwork panels which are arranged horizontally to provide a table form on which a horizontal concrete slab can be cast have normally been supported by a number of single adjustable props, the props being located regularly beneath the panel. Each prop has then to be adjusted in turn so that the table top is level and at the right height.
- a formwork panel adjustable support in accordance with the invention comprises two spaced-apart support brackets or the like connected to a single ground engaging member through framework the adjustment being provided for by a jack which is operatively connected between the ground engaging member and a point on the framework which can move relatively to the ground engaging member.
- brackets are adjustably connected to the main framework so that a rough height adjustment can be made prior to the formwork being inserted in place, a rather more fine adjustment then being made by means of the adjustment means which conveniently comprise a screw jack operated for example by a ratchet member.
- the basic shape of the framework prefferably be triangular with the apex of the triangle connected to a sleeve surrounding the ground supporting member and the base of the triangle connected to members carrying the brackets.
- a support beam extends between the brackets of two or more aligned supports and the table form panel is supported by the beam.
- four supports are provided at the corners of a rectangle the supports along one side of the rectangle being. connected to their opposite supports by means of bracing.
- the invention is concerned not only with the support by itself but also with a table form employing two or more such supports.
- the table form panels, the beams and support members can be assembled together at a position apart from a casting position and then lifted to the casting position by means of a crane which is either connected directly through chains or the like to spaced apart points on the panel or which engages the table formwork assembly by means of a lifting member or beam in the form of a U lying on its side one arm of the U engaging beneath the table and the other arm of the U extending over the table and being connected to the lifting chains of the crane.
- FIG. 1 is an elevation partly broken away for reasons of space, of one embodiment of a formwork panel support in accordance with the invention
- FIG. 2 is a side elevation of an embodiment of an assembled table form in accordance with the invention.
- FIG. 3 is a plan view of FIG. 2;
- FIG. 4 is a section through the table shown in FIG. 2.
- the adjustable support comprises essentially an A-shaped framework comprising two support tubes 2 welded at their apex to a tube 4 through which a further tube 6 forming a ground engaging member, is inserted, the tube 6 being provided with a base plate 8.
- the base of the framework is completed by means of a tube 10 and at each side of the base of the framework there is welded a tube 12 formed with an adjustment hole 14.
- a further support tube 16 connects the upper ends of the tubes 12.
- Each tube 12 supports a U-shaped bracket 18 by means of a tube 20 which is welded to the bracket and is inserted into the tube 12 and is held in any one of a number of positions by means of a pin 22 which passes through the hole 14 and a selected one of a number of holes 24 in the tube 20.
- a rough adjustment of the distance between the brackets 18 and the base plate 8 of the ground engaging member can thus be provided for by selecting an appropriate hole 22 of the tube 20.
- This adjustment can be made prior to the support being located in position. It is however desirable for a rather more exact adjustment to be carried out when the support is connected to its formwork panel and the panel is located in the casting position.
- Such a fine adjustment is carried out by means of adjustment means comprising a screw jack 26 the head 28 of which engages the underside of an I-section beam 30 which extends across the two arms 2 of the framework adjacent the apex thereof.
- the screw 26 is engaged within the nut 32 secured to a tubular member 6.
- the framework, including the tube 4 is caused to move up and down relatively to the ground engaging member 6 so as to alter the distance between the brackets 18 and the base plate 8.
- a pin 36 projects outwardly from the apex of the two tubes 2 through a slot 38' in each side of the tubular sleeve 4.
- a table form is assembled by securing horizontally disposed beams 40 (see FIGS. 2 to 4) within the brackets 18 of two pairs of support members.
- a rectangular wooden formwork panel generally indicated at 42 is then positioned over and secured to the two beams 40.
- the two support members at each side of the panel are connected by a tubular brace 44 and opposite support members are connected together by a diagonally arranged bracing 46 as illustrated in FIG. 4.
- the table form assembly can then be lifted into the casting position by means of a crane which is either directly connected to the panel or which engages the panel by means of a U-shaped boom, the chains of the crane being connected to one arm of the U above the panel the other arm, shown diagrammatically in dash lines at 48, in FIG. 4, being located beneath the panel between two guide members 50.
- the panel After casting the panel can be lowered from the cash slab either by removal of the pins 22 or by lowering the jacks.
- the table form can then be removed from beneath the slab for subsequent use.
- a framework panel adjustable support comprising two spaced apart support brackets; a single ground engaging member; inverted triangular main framework carrying at its base the said brackets, the apex of the triangle carrying a sleeve receiving the said ground engaging member; and a screw jack operatively connected between the ground engaging member and a point on the framework which is movable relatively to the ground engaging member to enable adjustment in the height of the support brackets to be made on operation of said jack.
- Table formwork comprising a number of supports as claimed in claim 1, a. beam extending between the brackets of two or more aligned supports and a table form panel supported by the beam.
- Table formwork as claimed in claim 3 in which four supports are provided at the corner of a. rectangle the supports along the side of the rectangle being connected to their opposite supports by means of bracing.
Description
July 14, 1970 J. B. SEWELL ET AL 3,520,508
CONCRETE FORMWORK 5 Sheets-Sheet 1 Filed Aug. 7, 1967 U n l h l l h H u L H w T n H Inventor HHHH July 14, 1970 Filed Aug. 7, 1967 en E Inventor {wk l mw 53% July 14,1970 s w ET AL 3,520,508
CONCRETE FORMWORK 5 Shets-Sheet 5 Filed Aug. '7, 1967 Inventor W E Ztlorney;
United States Patent US. Cl. 249-18 4 Claims ABSTRACT OF THE DISCLOSURE The formwork panel adjustable support has two spaced apart support brackets connected by a single ground engaging member through main framework. A screw jack is operatively connected between the ground engaging member and a point on the framework which is movable relatively to the ground engaging member to enable adjustment in the height of the support brackets to be made on operation of the jack or the like. The basic shape of the framework is triangular, the apex of the triangle being connected to a sleeve surrounding the ground support member, and the base of the triangle being connected to the brackets.
DESCRIPTION OF INVENTION This invention relates to concrete formwork. It is especially concerned with formwork e.g. table forms on which horizontal concrete slabs can be cast.
Hitherto concrete formwork panels which are arranged horizontally to provide a table form on which a horizontal concrete slab can be cast have normally been supported by a number of single adjustable props, the props being located regularly beneath the panel. Each prop has then to be adjusted in turn so that the table top is level and at the right height.
A formwork panel adjustable support in accordance with the invention comprises two spaced-apart support brackets or the like connected to a single ground engaging member through framework the adjustment being provided for by a jack which is operatively connected between the ground engaging member and a point on the framework which can move relatively to the ground engaging member. With such a construction in which only a single adjustment needs to be made in respect of two separate brackets, the number of supports and the number of adjustments, are halved as compared with prior constructions employing separate props.
Preferably the brackets are adjustably connected to the main framework so that a rough height adjustment can be made prior to the formwork being inserted in place, a rather more fine adjustment then being made by means of the adjustment means which conveniently comprise a screw jack operated for example by a ratchet member. It is preferable for the basic shape of the framework to be triangular with the apex of the triangle connected to a sleeve surrounding the ground supporting member and the base of the triangle connected to members carrying the brackets.
Preferably a support beam extends between the brackets of two or more aligned supports and the table form panel is supported by the beam. In one suitable arrangement four supports are provided at the corners of a rectangle the supports along one side of the rectangle being. connected to their opposite supports by means of bracing.
The invention is concerned not only with the support by itself but also with a table form employing two or more such supports.
It will be appreciated that the table form panels, the beams and support members can be assembled together at a position apart from a casting position and then lifted to the casting position by means of a crane which is either connected directly through chains or the like to spaced apart points on the panel or which engages the table formwork assembly by means of a lifting member or beam in the form of a U lying on its side one arm of the U engaging beneath the table and the other arm of the U extending over the table and being connected to the lifting chains of the crane.
The invention will now be further described by way of example with reference to the accompanying drawings in which:
FIG. 1 is an elevation partly broken away for reasons of space, of one embodiment of a formwork panel support in accordance with the invention;
FIG. 2 is a side elevation of an embodiment of an assembled table form in accordance with the invention;
FIG. 3 is a plan view of FIG. 2; and
FIG. 4 is a section through the table shown in FIG. 2.
Referring to FIG. 1 the adjustable support comprises essentially an A-shaped framework comprising two support tubes 2 welded at their apex to a tube 4 through which a further tube 6 forming a ground engaging member, is inserted, the tube 6 being provided with a base plate 8.
The base of the framework is completed by means of a tube 10 and at each side of the base of the framework there is welded a tube 12 formed with an adjustment hole 14. A further support tube 16 connects the upper ends of the tubes 12.
Each tube 12 supports a U-shaped bracket 18 by means of a tube 20 which is welded to the bracket and is inserted into the tube 12 and is held in any one of a number of positions by means of a pin 22 which passes through the hole 14 and a selected one of a number of holes 24 in the tube 20.
A rough adjustment of the distance between the brackets 18 and the base plate 8 of the ground engaging member can thus be provided for by selecting an appropriate hole 22 of the tube 20. This adjustment can be made prior to the support being located in position. It is however desirable for a rather more exact adjustment to be carried out when the support is connected to its formwork panel and the panel is located in the casting position. Such a fine adjustment is carried out by means of adjustment means comprising a screw jack 26 the head 28 of which engages the underside of an I-section beam 30 which extends across the two arms 2 of the framework adjacent the apex thereof. The screw 26 is engaged within the nut 32 secured to a tubular member 6. Thus on turning the screw 26 for example by means of a ratchet handle assembly of known type, which is generally indicated at 34, the framework, including the tube 4 is caused to move up and down relatively to the ground engaging member 6 so as to alter the distance between the brackets 18 and the base plate 8.
In Order to assist the rigidity of the construction a pin 36 projects outwardly from the apex of the two tubes 2 through a slot 38' in each side of the tubular sleeve 4.
In use, a table form is assembled by securing horizontally disposed beams 40 (see FIGS. 2 to 4) within the brackets 18 of two pairs of support members. A rectangular wooden formwork panel generally indicated at 42 is then positioned over and secured to the two beams 40. The two support members at each side of the panel are connected by a tubular brace 44 and opposite support members are connected together by a diagonally arranged bracing 46 as illustrated in FIG. 4.
The table form assembly can then be lifted into the casting position by means of a crane which is either directly connected to the panel or which engages the panel by means of a U-shaped boom, the chains of the crane being connected to one arm of the U above the panel the other arm, shown diagrammatically in dash lines at 48, in FIG. 4, being located beneath the panel between two guide members 50.
When the table form has been positioned in the casting position its height can be adjusted by means of operation of the adjustment means of each support so as to ensure that the upper surface of the panel on which the concrete is to be cast, is both at the right height and is level.
After casting the panel can be lowered from the cash slab either by removal of the pins 22 or by lowering the jacks. The table form can then be removed from beneath the slab for subsequent use.
We claim:
1. A framework panel adjustable support comprising two spaced apart support brackets; a single ground engaging member; inverted triangular main framework carrying at its base the said brackets, the apex of the triangle carrying a sleeve receiving the said ground engaging member; and a screw jack operatively connected between the ground engaging member and a point on the framework which is movable relatively to the ground engaging member to enable adjustment in the height of the support brackets to be made on operation of said jack.
2. A support as claimed in claim 1, in which the brackets are adjustably connected to the main framework.
3. Table formwork comprising a number of supports as claimed in claim 1, a. beam extending between the brackets of two or more aligned supports and a table form panel supported by the beam.
4. Table formwork as claimed in claim 3 in which four supports are provided at the corner of a. rectangle the supports along the side of the rectangle being connected to their opposite supports by means of bracing.
References Cited UNITED STATES PATENTS 1,128,809 2/1915 Markham 2492l0 2,446,255 8/1948 VOcisano 2492l0 X 3,445,084 5/1969 Williams 249-18 X J. SPENCER OVERHOLSER, Primary Examiner M. O. SUTTON, Assistant Examiner U.S. Cl. X.R.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB15847/67A GB1200312A (en) | 1967-04-06 | 1967-04-06 | Improvements in and relating to concrete formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
US3520508A true US3520508A (en) | 1970-07-14 |
Family
ID=10066604
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US658706A Expired - Lifetime US3520508A (en) | 1967-04-06 | 1967-08-07 | Concrete formwork |
Country Status (2)
Country | Link |
---|---|
US (1) | US3520508A (en) |
GB (1) | GB1200312A (en) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3628765A (en) * | 1969-07-16 | 1971-12-21 | Jack Sanders | Adjustable concrete deck forming platform |
US3711059A (en) * | 1970-01-23 | 1973-01-16 | L Kistler | Girdling system for concrete shuttering |
US3742662A (en) * | 1971-08-05 | 1973-07-03 | Hursh Jack E Millbrae | Shoring frame system |
US3784151A (en) * | 1971-04-28 | 1974-01-08 | Kwikform Ltd | Formwork for use in supporting shuttering |
US3847340A (en) * | 1972-02-14 | 1974-11-12 | C Ficken | Shoring fixture for poured concrete construction |
US4036466A (en) * | 1973-12-20 | 1977-07-19 | Symons Corporation | Flying deck-type concrete form installation |
US4332116A (en) * | 1980-05-12 | 1982-06-01 | Buchanan Howard A | Prefabricated building structure |
US4685264A (en) * | 1986-04-09 | 1987-08-11 | Epic Metals Corporation | Concrete slab-beam form system for composite metal deck concrete construction |
US20040036242A1 (en) * | 2002-08-05 | 2004-02-26 | Distaulo Michael | Storage bracket for a show plow |
US20100288909A1 (en) * | 2007-08-22 | 2010-11-18 | Wasyl Rosati | Means of stripping concrete formwork from a concrete surface |
US20110316199A1 (en) * | 2008-12-04 | 2011-12-29 | Wasyl Rosati | Means of stripping concrete formwork from a concrete surface |
USD885172S1 (en) * | 2018-07-18 | 2020-05-26 | Easy Form Pty Ltd | Formwork frame |
CN113944321A (en) * | 2021-09-18 | 2022-01-18 | 湖北元拓铝合金模架制造有限公司 | Building aluminum bench formwork convenient to assemble and install |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1128809A (en) * | 1912-05-20 | 1915-02-16 | Charles M Markham | Girder-form support. |
US2446255A (en) * | 1945-07-09 | 1948-08-03 | Vocisano Domenico | Form clamping support |
US3445084A (en) * | 1967-06-08 | 1969-05-20 | Symons Mfg Co | Stringer-supporting bracket for a concrete floor slab form structure |
-
1967
- 1967-04-06 GB GB15847/67A patent/GB1200312A/en not_active Expired
- 1967-08-07 US US658706A patent/US3520508A/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1128809A (en) * | 1912-05-20 | 1915-02-16 | Charles M Markham | Girder-form support. |
US2446255A (en) * | 1945-07-09 | 1948-08-03 | Vocisano Domenico | Form clamping support |
US3445084A (en) * | 1967-06-08 | 1969-05-20 | Symons Mfg Co | Stringer-supporting bracket for a concrete floor slab form structure |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3628765A (en) * | 1969-07-16 | 1971-12-21 | Jack Sanders | Adjustable concrete deck forming platform |
US3711059A (en) * | 1970-01-23 | 1973-01-16 | L Kistler | Girdling system for concrete shuttering |
US3784151A (en) * | 1971-04-28 | 1974-01-08 | Kwikform Ltd | Formwork for use in supporting shuttering |
US3742662A (en) * | 1971-08-05 | 1973-07-03 | Hursh Jack E Millbrae | Shoring frame system |
US3847340A (en) * | 1972-02-14 | 1974-11-12 | C Ficken | Shoring fixture for poured concrete construction |
US4036466A (en) * | 1973-12-20 | 1977-07-19 | Symons Corporation | Flying deck-type concrete form installation |
US4332116A (en) * | 1980-05-12 | 1982-06-01 | Buchanan Howard A | Prefabricated building structure |
US4685264A (en) * | 1986-04-09 | 1987-08-11 | Epic Metals Corporation | Concrete slab-beam form system for composite metal deck concrete construction |
US20040036242A1 (en) * | 2002-08-05 | 2004-02-26 | Distaulo Michael | Storage bracket for a show plow |
US7070154B2 (en) * | 2002-08-05 | 2006-07-04 | All-Type Welding And Fabrication, Inc. | Storage bracket for a snow plow |
US20100288909A1 (en) * | 2007-08-22 | 2010-11-18 | Wasyl Rosati | Means of stripping concrete formwork from a concrete surface |
US8651448B2 (en) * | 2007-08-22 | 2014-02-18 | Wasyl Rosati | Means of stripping concrete formwork from a concrete surface |
US20110316199A1 (en) * | 2008-12-04 | 2011-12-29 | Wasyl Rosati | Means of stripping concrete formwork from a concrete surface |
US8945442B2 (en) * | 2008-12-04 | 2015-02-03 | Wasyl Rosati | Concrete formwork frame assembly and method of stripping concrete formwork from a concrete surface |
USD885172S1 (en) * | 2018-07-18 | 2020-05-26 | Easy Form Pty Ltd | Formwork frame |
CN113944321A (en) * | 2021-09-18 | 2022-01-18 | 湖北元拓铝合金模架制造有限公司 | Building aluminum bench formwork convenient to assemble and install |
Also Published As
Publication number | Publication date |
---|---|
GB1200312A (en) | 1970-07-29 |
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