US3504879A - Column shore bracket - Google Patents
Column shore bracket Download PDFInfo
- Publication number
- US3504879A US3504879A US709321A US3504879DA US3504879A US 3504879 A US3504879 A US 3504879A US 709321 A US709321 A US 709321A US 3504879D A US3504879D A US 3504879DA US 3504879 A US3504879 A US 3504879A
- Authority
- US
- United States
- Prior art keywords
- formwork
- bracket
- support
- column
- support head
- 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
- 238000009415 formwork Methods 0.000 description 43
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 210000005069 ears Anatomy 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000010959 steel Substances 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
- E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
Definitions
- a shoring bracket for overhead formwork including a support head engageable with a formwork beam and vertically adjustable by means of a screw jack so as to effect a selective elevation and lowering of the formwork.
- the bracket also includes a roller associated therewith and positioned so as to receive the formwork beam upon a lowering of the support head whereby a longitudinal rolling of the beam along the bracket can be effected for a removal of the formwork.
- the instant invention generally relates to shoring or support brackets for formwork or the like, and is more particularly concerned With a unique column mounted bracket which both provides a vertically adjustable support and a means for laterally shifting the formwork for facilitating both a positioning of the formwork and its subsequent removal.
- Another significant object of the instant invention resides in the provision of a support bracket which can be mounted directly on a structural column, requiring no floor engaged bracing or supports.
- an important object of the instant invention is to provide a support or shore bracket which is of a highly rigid construction, easily operated, compact and durable, capable of repeated reuse.
- a bracket including an elongated tubular body within which a screw jack is threadedly mounted for the selective elevation and lowering of a superimposed support head.
- a support roller mounted on the tubular body, laterally of the top thereof, is a support roller which can selectively receive the formwork beam from the support head so as to enable a lateral shifting of the formwork during the removal thereof.
- FIGURE 1 is a perspective view illustrating one of the brackets of the instant invention in operative formwork supporting position
- FIGURE 2 is a perspective view of the bracket
- FIGURE 3 is a side elevational view of the installed bracket of FIGURE 1;
- FIGURE 4 is an enlarged cross sectional view taken substantially on a plane passing along line 44 in FIG- URE 3;
- FIGURE 5 is a view through the upper portion of the bracket, similar to FIGURE 4, with the supporting head lowered so as to engage the support roller with the formwork beam;
- FIGURE 6 is a transverse cross-sectional view taken 3,504,879 Patented Apr. 7, 1970 substantially on a plane passing along line 6-6 in FIG- URE 4.
- reference numeral 10 is used to generally designate the shormg or support bracket comprising the instant invention.
- This bracket 16* includes an elongated tubular body 12 having an internal jack passage 14 extending longitudinally therethrough, this passage 14 being internally threaded for a substantial portion of the length thereof.
- An elongated screw jack 16 is threadedly mounted within the body passage 14 and of a length so as to project a substantial distance beyond both ends thereof.
- the lower end of the jack will include an appropriate tool receiving head 18 thereon for engagement by an appropriate wrench or other tool in effecting the desired vertical adjustment of the jack 16.
- the upper end of the jack 16 rotatably mounts a support head 20 by means of a rigid pin 22 affixed to the support head 20 and depending therefrom into a blind bore 24 defined in the upper portion of the jack 16, the pin 22 of course being rotatably received within the bore 24 so as to enable a rotational adjustment of the support head 20.
- the support head 20 itself is generally U-shaped, including a fiat base or bight portion 26 and two upstanding edge flanges 28 and 30, the flange 30 being higher than the flange 28 and constituting the outer flange as will be best appreciated from FIGURES 1 and 3.
- the flange 30 includes a pair of preformed nail holes 32 therethrough for the reception of nails or the like 34 used in temporarily locking the support head 22 to a formwork beam 36.
- the support head 20 is elongated so as to provide a positive stable seat for the beam 36 to be received therein.
- the bracket 10 is specifically intended and particularly constructed for mounting on a vertical support structure or member, in most instances a column 38 which comprises a portion of the structure under construction.
- the tubular body 12 thereof is provided, adjacent the upper and lower ends thereof, with a pair of integral laterally projecting enlarged portions 40 and 42 which not only project laterally from the side of the body 12, when considering the bracket in its mounted position as in FIGURE 1, but also rearwardly thereof so as to provide a pair of rear abutment faces 44 and 46 which engage against the support column 38.
- These projections or projecting portions 40 and 42 can be additionally rigidified by reinforcing flanges 48 and appropriate diagonal brace plates 50 provided between the rear of the tubular body 12 and that portion of each of the projections 40 and 42 toward the rear thereof.
- Each of the projections 40 and 42 includes a front to rear bolt passage 52 therethrough with these passages 52 receiving the bracket mounting bolts 54.
- the bolts 54 assuming a concrete column 38, will preferably be cast into the column 38 itself during the forming thereof. However, appropriate bolts anchored in any manner so as to provide for a rigid clamping of the bracket 10 against the column 38 can be used. For example, assuming steel columns, the bolts 54 can either be bolted directly to the columns or welded thereto.
- the actual mounting of the bracket 10, noting FIGURES 1 and 3, involves a sliding of the bracket 10 onto the bolts 54 and subsequently tightening appropriate locknuts 56 on the projecting ends of the bolts '54 so as to tightly clamp the bracket 10 against the column face, the upper and lower projecting portions 40 and 42 actually providing for an outward spacing of the main body 12 and support head 20 so as to better accommodate the super. imposed formwork 58 and provide working space for the adjustment of the screw jack 16.
- the bracket is provided with an elongated roller 60 orientated perpendicularly to the longitudinal extent of the support head in alignment and to one side thereof.
- the roller 60 is rotatably mounted above the upper end of the body 12 and the associated upper projecting portion by means of a pair of laterally spaced mounting cars 62 rigid with the upper projection 40 and projecting upwardly and outwardly therefrom.
- the roller is so positioned as to receive the full weight of the formwork beam 36 thereon as the support head 20 is lowered at least until the base or bight portion 26 thereof moves below the upper periphery of the roller 60.
- the relationship between the roller 60 and the mounting ears 62 therefor is such so as to provide for a free rolling support of the beam 36 on the roller 60 without interference from the ears 62.
- brackets 10 In actual use, a sufficient number of the brackets 10 will be mounted On support columns so as to accommodate the particular formwork being utilized.
- the formwork is mounted with the support beams 36 thereof resting within the support heads 20.
- These support heads 20 may actually be lowered so as to position the beams 36 on the rollers 60 which will allow for a longitudinal adjustment of the formwork.
- the opposed upright support head flanges 2S and 30 will still be positioned adjacent the opposite sides of the beam 36 so as to act as a stabilizing guide therefor ensuring a proper movement over the corresponding roller 60.
- the individual bracket jacks 16 are manipulated so as to level or bring the formwork to the desired elevation, whether this be completely horizontal or at a predetermined inclination, within of course the limits of the brackets.
- the pouring or other forming work is then proceeded with and, when it is time to remove the formwork, the bracket jacks are lowered so as to bring the formwork down and engage the formwork beams 36 with the support rollers 60, after which the entire formwork can be rolled out from under the cast slab or the like.
- brackets of the instant invention utilized as just described, will be particularly useful in pouring multifloor buildings wherein after a floor is poured, the formwork can be slid or rolled through one open end of the building and, through appropriate overhead derrick means, elevated to be utilized in the formation of the next floor, the formwork being merely slid back into the building on brackets mounted to accommodate the formwork for the forming of the next higher floor.
- This general system is now utilized in forming multi-story concrete slab buildings, however, the instant invention eliminates the extremely cumbersome floor engaged bracing structure now required to support the overhead formwork, as well as the provision of dollies or the like when it becomes necessary to move the fioor supported conventional formwork.
- the instant invention by the provision of formwork supporting brackets which mount directly on the adjacent support columns, and which incorporate form moving rollers directly thereon, not only provides a completely clear working area beneath the formwork, but also greatly reduces the actual structural bulk of the formwork and the necessity for providing independent means for propelling the formwork during its removal.
- a support bracket for formwork used in constructing multi-story concrete buildings comprising a body, means carried by said body for connecting the bracket to a vertical column of a concrete building, a first support head mounted on said body and having a load bearing surface, adjustable means to permit vertical adjustment of said load bearing surface from a first elevated position to a second lowered position to facilitate removal of a load from the load bearing surface, and a second support head mounted on said body and having an anti-friction load bearing surface between said first elevated position and said second lowered position whereby the load on the load bearing surface of the first support head is transferred to the anti-friction load bearing surface of the second support head as a result of said vertical adjustment.
- a support bracket according to claim 1 further comprising ioller means mounted on said second support head to provide said anti-friction surface.
- a support bracket according to claim 2 wherein said adjustable means comprises threaded screw means.
- bracket comprises a first support head having a load bearing surface, adjustable means to permit vertical adjustment of said load bearing surface from a first elevated position to a second lowered position to facilitate removal of a load from the load bearing surface, and a second support head 5 having an anti-friction load bearing surface mounted between said first elevated position and said second lowered position whereby the load on the load bearing surface of the first support head is transferred to the antifriction load bearing surface of the second support head as a result of said vertical adjustment.
- a method of transferring formworkfrom one floor to a higher floor during the construction of a trnulti-story concrete building having a plurality of upright columns which comprises attaching brackets to the columns at the position of a floor to be formed; each of said brackets having a first support head with a load bearing surface, adjustable means to permit vertical adjustment of said load bearing surface from a first elevated position to a second lowered position, and a second support head having an anti-friction load bearing surface mounted between said first elevated position and said second lowered position; mounting formwork on said brackets with the first support heads in the first elevated position, forming a concrete floor structure on said formwork; lowering UNITED STATES PATENTS 1,490,461 4/1924 Garlinghouse 249-18 1,757,106 5/1930 Apple 16-32 X 3,130,470 4/1964 Bowden et a1. 25131.5
Landscapes
- 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)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US70932168A | 1968-02-29 | 1968-02-29 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US3504879A true US3504879A (en) | 1970-04-07 |
Family
ID=24849364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US709321A Expired - Lifetime US3504879A (en) | 1968-02-29 | 1968-02-29 | Column shore bracket |
Country Status (9)
| Country | Link |
|---|---|
| US (1) | US3504879A (de) |
| AT (1) | AT295115B (de) |
| BE (1) | BE729115A (de) |
| BR (1) | BR6906754D0 (de) |
| CH (1) | CH504601A (de) |
| DE (1) | DE1910357A1 (de) |
| FR (1) | FR2002818A1 (de) |
| GB (1) | GB1255508A (de) |
| NL (1) | NL6902956A (de) |
Cited By (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3771753A (en) * | 1972-01-19 | 1973-11-13 | Harsco Corp | Shore bracket |
| US3776499A (en) * | 1972-09-14 | 1973-12-04 | Strickland Chrobak Inc | Adjustable mounting apparatus for column shoring bracket |
| US3779500A (en) * | 1971-06-14 | 1973-12-18 | Jim Cox Co | Form support bracket |
| US3784151A (en) * | 1971-04-28 | 1974-01-08 | Kwikform Ltd | Formwork for use in supporting shuttering |
| US3797794A (en) * | 1973-01-16 | 1974-03-19 | Waco Scaffold & Shoring Co | Roll out formwork support |
| US3797793A (en) * | 1972-06-19 | 1974-03-19 | Bliss & Laughlin Ind | Shoring scaffold and formwork support |
| US3815858A (en) * | 1973-01-12 | 1974-06-11 | Waco Scaffold & Shoring Co | Roll out formwork support |
| US3826459A (en) * | 1972-05-03 | 1974-07-30 | W Warren | Adjustable form support bracket |
| US3863877A (en) * | 1973-06-01 | 1975-02-04 | Symons Corp | Traction head for a column-mounted shoring bracket |
| US3863896A (en) * | 1971-10-15 | 1975-02-04 | Richard Castain Limited | Support devices for structures, and methods and systems embodying the same |
| US3863878A (en) * | 1973-06-04 | 1975-02-04 | Symons Corp | Column-mounted shoring bracket assembly for overhead formwork |
| US3900179A (en) * | 1973-01-12 | 1975-08-19 | Waco Scaffold & Shoring Co | Column roll out support |
| US3917214A (en) * | 1974-06-12 | 1975-11-04 | Waco Scaffold & Shoring Co | Flying form |
| US3960357A (en) * | 1974-02-20 | 1976-06-01 | T. L. James Company, Inc. | Form support means for use with performed girders |
| US3967806A (en) * | 1975-03-17 | 1976-07-06 | Strickland Systems Inc. | Adjustable apparatus for supporting concrete formwork |
| US3982867A (en) * | 1974-12-06 | 1976-09-28 | Pruett Vernon E | Construction deck elevation gauge and easy-out bolt assembly |
| US5826398A (en) * | 1996-05-22 | 1998-10-27 | Carnicle; Michael A. | Device and method for protecting from reinforcement bar injury |
| US6036165A (en) * | 1998-06-02 | 2000-03-14 | Lee; Kou-An | Method and apparatus for constructing a building unit |
| US6073415A (en) * | 1996-05-22 | 2000-06-13 | Carnicle; Michael A. | Device and method for protecting from reinforcement bar injury |
| WO2000043613A1 (en) * | 1999-01-21 | 2000-07-27 | Tectonics International Corporation | Method of forming concrete floors |
| US20050257492A1 (en) * | 2004-05-07 | 2005-11-24 | Miller Michael L | Apparatuses and methods for positioning drywall building panels and other building materials |
| US20060042179A1 (en) * | 2004-08-05 | 2006-03-02 | Peter Vanagan | Slab formwork systems |
| US7360341B2 (en) | 2002-09-13 | 2008-04-22 | Barry W. Jackson | Slab support truss system |
| CN108425494A (zh) * | 2018-05-14 | 2018-08-21 | 中国建筑第二工程局有限公司 | 上下两层支撑辅助结构及施工建筑结构 |
| US10287787B2 (en) * | 2017-03-21 | 2019-05-14 | Jimmie Kepper | Load conveyance apparatus |
| US20190264455A1 (en) * | 2018-02-27 | 2019-08-29 | Joseph Scalamandre | Corner form/flatwall form release system |
| WO2020023221A1 (en) * | 2018-07-23 | 2020-01-30 | Titan Formwork Systems, Llc | Method and system to secure shoring deck |
| CN110905265A (zh) * | 2019-12-10 | 2020-03-24 | 国网新疆电力有限公司建设分公司 | 一种适用于较大坡度场地的220kV构架结构 |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1008109A5 (nl) * | 1994-08-08 | 1996-01-16 | Constant Ronald | Stut voor het ondersteunen van een steunbalk in een muuropening. |
| FR2852342B1 (fr) * | 2003-03-12 | 2005-05-06 | Bouygues Batiment | Corbeau de soutien et dispositif de soutien |
| JP6059719B2 (ja) * | 2011-06-22 | 2017-01-11 | フォーム 700 ピーティーワイ リミテッドForm 700 Pty Ltd | 型枠支持の改良 |
| CN102653991B (zh) * | 2012-02-28 | 2014-11-12 | 中建三局建设工程股份有限公司 | 具有模板功能的凸起式可周转混凝土承力件及其施工方法 |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1490461A (en) * | 1918-10-13 | 1924-04-15 | Blawknox Company | Floor-mold form |
| US1757106A (en) * | 1928-06-14 | 1930-05-06 | Vincent G Apple | Power washing machine |
| US3130470A (en) * | 1961-01-24 | 1964-04-28 | Symons Mfg Co | Concrete wall form installation |
-
1968
- 1968-02-29 US US709321A patent/US3504879A/en not_active Expired - Lifetime
-
1969
- 1969-02-24 GB GB9680/69A patent/GB1255508A/en not_active Expired
- 1969-02-26 NL NL6902956A patent/NL6902956A/xx unknown
- 1969-02-27 AT AT199069A patent/AT295115B/de not_active IP Right Cessation
- 1969-02-28 DE DE19691910357 patent/DE1910357A1/de active Pending
- 1969-02-28 BE BE729115D patent/BE729115A/xx unknown
- 1969-02-28 FR FR6905288A patent/FR2002818A1/fr not_active Withdrawn
- 1969-02-28 CH CH308569A patent/CH504601A/fr not_active IP Right Cessation
- 1969-02-28 BR BR206754/69A patent/BR6906754D0/pt unknown
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1490461A (en) * | 1918-10-13 | 1924-04-15 | Blawknox Company | Floor-mold form |
| US1757106A (en) * | 1928-06-14 | 1930-05-06 | Vincent G Apple | Power washing machine |
| US3130470A (en) * | 1961-01-24 | 1964-04-28 | Symons Mfg Co | Concrete wall form installation |
Cited By (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3784151A (en) * | 1971-04-28 | 1974-01-08 | Kwikform Ltd | Formwork for use in supporting shuttering |
| US3779500A (en) * | 1971-06-14 | 1973-12-18 | Jim Cox Co | Form support bracket |
| US3863896A (en) * | 1971-10-15 | 1975-02-04 | Richard Castain Limited | Support devices for structures, and methods and systems embodying the same |
| US3771753A (en) * | 1972-01-19 | 1973-11-13 | Harsco Corp | Shore bracket |
| US3826459A (en) * | 1972-05-03 | 1974-07-30 | W Warren | Adjustable form support bracket |
| US3797793A (en) * | 1972-06-19 | 1974-03-19 | Bliss & Laughlin Ind | Shoring scaffold and formwork support |
| US3776499A (en) * | 1972-09-14 | 1973-12-04 | Strickland Chrobak Inc | Adjustable mounting apparatus for column shoring bracket |
| US3900179A (en) * | 1973-01-12 | 1975-08-19 | Waco Scaffold & Shoring Co | Column roll out support |
| US3815858A (en) * | 1973-01-12 | 1974-06-11 | Waco Scaffold & Shoring Co | Roll out formwork support |
| US3797794A (en) * | 1973-01-16 | 1974-03-19 | Waco Scaffold & Shoring Co | Roll out formwork support |
| US3863877A (en) * | 1973-06-01 | 1975-02-04 | Symons Corp | Traction head for a column-mounted shoring bracket |
| US3863878A (en) * | 1973-06-04 | 1975-02-04 | Symons Corp | Column-mounted shoring bracket assembly for overhead formwork |
| US3960357A (en) * | 1974-02-20 | 1976-06-01 | T. L. James Company, Inc. | Form support means for use with performed girders |
| US3917214A (en) * | 1974-06-12 | 1975-11-04 | Waco Scaffold & Shoring Co | Flying form |
| US3982867A (en) * | 1974-12-06 | 1976-09-28 | Pruett Vernon E | Construction deck elevation gauge and easy-out bolt assembly |
| US3967806A (en) * | 1975-03-17 | 1976-07-06 | Strickland Systems Inc. | Adjustable apparatus for supporting concrete formwork |
| US5826398A (en) * | 1996-05-22 | 1998-10-27 | Carnicle; Michael A. | Device and method for protecting from reinforcement bar injury |
| US6073415A (en) * | 1996-05-22 | 2000-06-13 | Carnicle; Michael A. | Device and method for protecting from reinforcement bar injury |
| US6036165A (en) * | 1998-06-02 | 2000-03-14 | Lee; Kou-An | Method and apparatus for constructing a building unit |
| WO2000043613A1 (en) * | 1999-01-21 | 2000-07-27 | Tectonics International Corporation | Method of forming concrete floors |
| US7360341B2 (en) | 2002-09-13 | 2008-04-22 | Barry W. Jackson | Slab support truss system |
| US20080111040A1 (en) * | 2002-09-13 | 2008-05-15 | Jackson Barry W | Column hung shoring bracket and slab support truss system |
| US20050257492A1 (en) * | 2004-05-07 | 2005-11-24 | Miller Michael L | Apparatuses and methods for positioning drywall building panels and other building materials |
| US20060042179A1 (en) * | 2004-08-05 | 2006-03-02 | Peter Vanagan | Slab formwork systems |
| US10287787B2 (en) * | 2017-03-21 | 2019-05-14 | Jimmie Kepper | Load conveyance apparatus |
| US20190264455A1 (en) * | 2018-02-27 | 2019-08-29 | Joseph Scalamandre | Corner form/flatwall form release system |
| CN108425494A (zh) * | 2018-05-14 | 2018-08-21 | 中国建筑第二工程局有限公司 | 上下两层支撑辅助结构及施工建筑结构 |
| CN108425494B (zh) * | 2018-05-14 | 2024-03-01 | 中国建筑第二工程局有限公司 | 上下两层支撑辅助结构及施工建筑结构 |
| WO2020023221A1 (en) * | 2018-07-23 | 2020-01-30 | Titan Formwork Systems, Llc | Method and system to secure shoring deck |
| US10662659B2 (en) * | 2018-07-23 | 2020-05-26 | Titan Formwork Systems, Llc | Method and system to secure shoring deck to a column |
| US11041321B2 (en) * | 2018-07-23 | 2021-06-22 | Titan Formwork Systems, Llc | Method and system to secure shoring deck to a column |
| CN110905265A (zh) * | 2019-12-10 | 2020-03-24 | 国网新疆电力有限公司建设分公司 | 一种适用于较大坡度场地的220kV构架结构 |
Also Published As
| Publication number | Publication date |
|---|---|
| FR2002818A1 (de) | 1969-10-31 |
| BR6906754D0 (pt) | 1973-02-22 |
| AT295115B (de) | 1971-12-27 |
| GB1255508A (en) | 1971-12-01 |
| DE1910357A1 (de) | 1969-10-30 |
| CH504601A (fr) | 1971-03-15 |
| BE729115A (de) | 1969-08-01 |
| NL6902956A (de) | 1969-09-02 |
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