CN201133076Y - Early dismounting formwork system - Google Patents
Early dismounting formwork system Download PDFInfo
- Publication number
- CN201133076Y CN201133076Y CNU2007200416879U CN200720041687U CN201133076Y CN 201133076 Y CN201133076 Y CN 201133076Y CN U2007200416879 U CNU2007200416879 U CN U2007200416879U CN 200720041687 U CN200720041687 U CN 200720041687U CN 201133076 Y CN201133076 Y CN 201133076Y
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- early
- formwork system
- girder
- hole
- secondary beam
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Abstract
The utility model discloses an early-dismantlement template system, which comprises a main girder, the main girder is connected with a junior beam to form a support beam frame, a panel is arranged on the support beam frame, and an adjustable independent pipe-type support device is connected with the support beam frame. The implemental template system has reasonable structure, not only can realize the template early-dismantlement conveniently, but also can greatly simplify the support system, and enhances the template set-up speed, the support frame does not have a cross rod, so the part thereof below can operate the parallel construction of other work procedures when the support frame is set up.
Description
Technical field:
The utility model relates to the concrete blinding system of using in a kind of building operations, especially slab form early removing system.
Background technology:
At present, the earlier disassembly system of formworks that building field adopted mainly by the bowl fastening type scaffold, early tear open column cap, regulate base, primary and secondary beam and template and set up and form.The bowl fastening type scaffold comprises multiple members such as vertical rod, cross bar, brace, rod end need be installed and early tear column cap open, the adjusting base need be installed in the bottom, the adjusting of bearing height needs by regulating base and early tearing column cap open and carry out, and this support system material requested is many, and it is big to set up workload, the bearing height regulated quantity is little, and after support was set up, personnel can not pass through, and can not carry out other constructing operation.Early removing system often adopts flitch as the primary and secondary beam, and it is low and fluctuation is big that timber has intensity, shortcomings such as poor durability, in the actual use spillage of material big, template is more thick and heavy, constructing operation inconvenience, and uneconomical.
Summary of the invention:
The purpose of this utility model is by a kind of rational in infrastructure, the early-dismantling formwork system that result of use is good.
Technical solution of the present utility model is:
A kind of early-dismantling formwork system is characterized in that: comprise girder, girder and secondary beam connect to form the support roof beam structure, on the support roof beam structure panel are set, and support roof beam structure and are connected with adjustable independent tubular type bracing or strutting arrangement.
Girder is connected with the reusable head of bracket type, and the reusable head of bracket type is gone up and placed secondary beam.The girder bottom is provided with engaging lug, and the reusable head of bracket type is installed in the engaging lug, and fixes by fixture.Secondary beam has the end secondary beam that is positioned at the middle secondary beam that supports the roof beam structure middle part and is positioned at support roof beam structure edge, is provided with on the secondary beam of end and prevents the flange that panel moves.Adjustable independent tubular type bracing or strutting arrangement comprises interior pipe, and interior pipe can the formula of moving up and down be inserted in the outer tube, and the pin-and-hole that installs alignment pin is set on interior pipe, the outer tube.Pin-and-hole on the outer tube is the strip hole, and the top portion of the outer tube that is provided with, and position, barrel bolt hole is provided with the fine setting circle that is connected with external pipe thread outside, and the pin-and-hole on the interior pipe is a plurality of circular ports that distribute from top to bottom.The top of interior pipe is provided with top board, and top board central authorities are provided with the hole, and the bottom of girder is provided with tube connector, manages in the medium pore of top board in tube connector is installed on.
The utility model is rational in infrastructure, not only can realize early-dismantling easily, and has simplified support system greatly, not only improve template and set up speed, and bracing frame do not have cross bar, and under bracing frame was set up state, the parallel construction of other operations can be carried out in its underpart.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
Fig. 2 is a primary and secondary beam johning knot composition.
Fig. 3 is the girder partial sectional view.
Fig. 4 is adjustable independent tubular type support device structure diagrammatic sketch.
Fig. 5 is interior pipe top board vertical view.
The specific embodiment:
A kind of early-dismantling formwork system comprises girder 1, and girder 1 connects to form the support roof beam structure with secondary beam 2, on the support roof beam structure panel 3 is set, and supports roof beam structure and is connected with adjustable independent tubular type bracing or strutting arrangement.Girder 1 bottom is provided with engaging lug 5, and reusable 4 of bracket type is installed in the engaging lug 5, and fixing by fixture 6.Place secondary beam 2 on reusable 4 of the bracket type.Secondary beam 2 has the end secondary beam 8 that is positioned at the middle secondary beam 7 that supports the roof beam structure middle part and is positioned at support roof beam structure edge, is provided with on end secondary beam 8 and prevents the flange that panel moves, and flange height and plate thickness are suitable.Adjustable independent tubular type bracing or strutting arrangement, pipe 9 in comprising, interior pipe 9 can the formula of moving up and down be inserted in the outer tube 10, and the pin-and-hole 11,12 that installs alignment pin is set respectively on interior pipe 9, the outer tube 10.Pin-and-hole 12 on the outer tube is the strip hole, and the top portion of the outer tube that is provided with, and position, barrel bolt hole is provided with the fine setting circle 13 that is connected with external pipe thread outside, and the pin-and-hole 11 on the interior pipe 9 is a plurality of circular ports that distribute from top to bottom.The top of interior pipe is provided with top board 14, and top board central authorities are provided with hole 15, and the bottom of girder is provided with tube connector 16, manages in the medium pore 15 of top board in tube connector 16 is installed on.
When the utility model is implemented, interior pipe is elongated to desired height, and latch is inserted in the pin-and-hole of the most approaching fine setting circle, and the exact position is enclosed in rotatable fine setting.When after concrete reaches certain intensity, carrying out tearing open morning, knock fixture 6 with nail hammer, can take reusable head away, remove the reusable head of adjacent parallel girder again, at this moment Dui Ying secondary beam is promptly removable, after secondary beam was removed, corresponding panel was promptly removable, only stays girder and tubular type bracing or strutting arrangement.After concrete reached prescribed strength, the rotary fine adjustment circle reclaimed tubular type bracing or strutting arrangement and girder.
Claims (7)
1, a kind of early-dismantling formwork system is characterized in that: comprise girder, girder and secondary beam connect to form the support roof beam structure, on the support roof beam structure panel are set, and support roof beam structure and are connected with adjustable independent tubular type bracing or strutting arrangement.
2, early-dismantling formwork system according to claim 1 is characterized in that: girder is connected with the reusable head of bracket type, and the reusable head of bracket type is gone up and placed secondary beam.
3, early-dismantling formwork system according to claim 2 is characterized in that: the girder bottom is provided with engaging lug, and the reusable head of bracket type is installed in the engaging lug, and fixes by fixture.
4, early-dismantling formwork system according to claim 2 is characterized in that: secondary beam has the end secondary beam that is positioned at the middle secondary beam that supports the roof beam structure middle part and is positioned at support roof beam structure edge, is provided with on the secondary beam of end and prevents the flange that panel moves.
5, early-dismantling formwork system according to claim 2 is characterized in that: adjustable independent tubular type bracing or strutting arrangement, comprise interior pipe, and interior pipe can the formula of moving up and down be inserted in the outer tube, and the pin-and-hole that installs alignment pin is set on interior pipe, the outer tube.
6, early-dismantling formwork system according to claim 5, it is characterized in that: the pin-and-hole on the outer tube is the strip hole, and the top portion of the outer tube that is provided with, position, barrel bolt hole is provided with the fine setting circle that is connected with external pipe thread outside, and the pin-and-hole on the interior pipe is a plurality of circular ports that distribute from top to bottom.
7, early-dismantling formwork system according to claim 6 is characterized in that: the top of interior pipe is provided with top board, and top board central authorities are provided with the hole, and the bottom of girder is provided with tube connector, manages in the medium pore of top board in tube connector is installed on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200416879U CN201133076Y (en) | 2007-11-28 | 2007-11-28 | Early dismounting formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200416879U CN201133076Y (en) | 2007-11-28 | 2007-11-28 | Early dismounting formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201133076Y true CN201133076Y (en) | 2008-10-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200416879U Expired - Fee Related CN201133076Y (en) | 2007-11-28 | 2007-11-28 | Early dismounting formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201133076Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102220807A (en) * | 2011-03-29 | 2011-10-19 | 惠玉清 | Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework |
| CN102239302A (en) * | 2008-12-04 | 2011-11-09 | 沃西尔·罗萨蒂 | A means of stripping concrete formwork from a concrete surface |
| CN102418417A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
| CN102535837A (en) * | 2012-03-23 | 2012-07-04 | 中国化学工程第三建设有限公司 | Oversized ultra-thick concrete beam template support system |
| CN102828611A (en) * | 2011-06-17 | 2012-12-19 | 深圳汇林达科技有限公司 | Early-removing template system and construction method thereof |
| CN103225396A (en) * | 2013-04-09 | 2013-07-31 | 深圳中建院建筑科技有限公司 | Beam frame type construction template system |
| CN103806646A (en) * | 2014-02-18 | 2014-05-21 | 广东信海建筑有限公司 | Formwork early-removal construction method allowing three-dimensional space size to be adjustable |
| CN104583510A (en) * | 2012-07-27 | 2015-04-29 | Sh设计建造私人公司 | A lift truck operated stacking formwork table system and a method of operation thereof |
| CN105625713A (en) * | 2015-12-30 | 2016-06-01 | 青建集团股份公司 | Outer sleeve type molding board early removing bracket |
| CN106193591A (en) * | 2016-08-31 | 2016-12-07 | 青岛建集团有限公司 | A kind of aluminum alloy mould plate form bracing fast assembly and disassembly mechanism |
| CN110158949A (en) * | 2019-06-05 | 2019-08-23 | 广东志特新材料科技有限公司 | A kind of bracket and mating aluminum dipping form early tear system and its construction method open |
-
2007
- 2007-11-28 CN CNU2007200416879U patent/CN201133076Y/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102239302A (en) * | 2008-12-04 | 2011-11-09 | 沃西尔·罗萨蒂 | A means of stripping concrete formwork from a concrete surface |
| CN102239302B (en) * | 2008-12-04 | 2015-08-26 | 沃西尔·罗萨蒂 | The method of concrete blinding is peeled off from 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 |
| CN102418417B (en) * | 2010-09-28 | 2014-08-20 | 杨峰 | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
| CN102418417A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
| CN102220807A (en) * | 2011-03-29 | 2011-10-19 | 惠玉清 | Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework |
| CN102828611A (en) * | 2011-06-17 | 2012-12-19 | 深圳汇林达科技有限公司 | Early-removing template system and construction method thereof |
| CN102828611B (en) * | 2011-06-17 | 2013-10-09 | 深圳汇林达科技有限公司 | Early-removing template system and construction method thereof |
| CN102535837B (en) * | 2012-03-23 | 2015-02-25 | 中国化学工程第三建设有限公司 | Oversized ultra-thick concrete beam template support system |
| CN102535837A (en) * | 2012-03-23 | 2012-07-04 | 中国化学工程第三建设有限公司 | Oversized ultra-thick concrete beam template support system |
| CN104583510A (en) * | 2012-07-27 | 2015-04-29 | Sh设计建造私人公司 | A lift truck operated stacking formwork table system and a method of operation thereof |
| CN103225396A (en) * | 2013-04-09 | 2013-07-31 | 深圳中建院建筑科技有限公司 | Beam frame type construction template system |
| CN103225396B (en) * | 2013-04-09 | 2015-05-27 | 深圳中建院建筑科技有限公司 | Beam frame type construction template system |
| CN103806646A (en) * | 2014-02-18 | 2014-05-21 | 广东信海建筑有限公司 | Formwork early-removal construction method allowing three-dimensional space size to be adjustable |
| CN103806646B (en) * | 2014-02-18 | 2016-04-27 | 中国建筑股份有限公司 | The early-dismantling construction method that a kind of three-dimensional space is adjustable |
| CN105625713A (en) * | 2015-12-30 | 2016-06-01 | 青建集团股份公司 | Outer sleeve type molding board early removing bracket |
| CN106193591A (en) * | 2016-08-31 | 2016-12-07 | 青岛建集团有限公司 | A kind of aluminum alloy mould plate form bracing fast assembly and disassembly mechanism |
| CN110158949A (en) * | 2019-06-05 | 2019-08-23 | 广东志特新材料科技有限公司 | A kind of bracket and mating aluminum dipping form early tear system and its construction method open |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081015 Termination date: 20101128 |