CN102155090A - Combined slip form of multifunctional cast-in-place wall - Google Patents
Combined slip form of multifunctional cast-in-place wall Download PDFInfo
- Publication number
- CN102155090A CN102155090A CN 201110089664 CN201110089664A CN102155090A CN 102155090 A CN102155090 A CN 102155090A CN 201110089664 CN201110089664 CN 201110089664 CN 201110089664 A CN201110089664 A CN 201110089664A CN 102155090 A CN102155090 A CN 102155090A
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- shaped steel
- cast
- guide rail
- wall
- profile steel
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Abstract
The invention relates to a wall form, and in particular relates to a combined slip form of a multifunctional cast-in-place wall. The combined slip form comprises a form outer frame, a profile steel bar, a surface plate, a profile steel top beam, a profile steel ground beam, a guide rail and a gourd. The combined form constituted by the form outer frame, and the profile steel bar and the surface plate is fixed with the guide rail through a split bolt, and moves up and down along the guide rail through a wire rope hung on the gourd. Compared with the prior art, the invention has the advantages that: the cast wall is flat and smooth, and painting is not needed; the casting materials are mixed in advance in the factory, sand/stone does not accumulate in the construction field, and the construction environment is not influenced; and moreover, the combined form can be adjusted according to the casting area, and can be used repeatedly, thereby saving the materials.
Description
Technical field
The present invention relates to a kind of wall form, especially a kind of multi-functional cast-in-situ wall combination sliding formwork.
Background technology
At building field, body of wall is the important component part of building, and more and more higher to the requirement of construction material along with China's city-building development, " energy-saving and environmental protection, low-carbon (LC) " become the new trend of building the present age.Template was once used punching block, wooden model etc. in traditional construction.According to incompletely statistics, China is used for the timber of template every year up to 1000 ten thousand steres, and a large amount of felling of trees bring many disasters to existent environment of people.Also there are certain problem in traditional in addition wall body structure and job practices: the construction sequence complexity causes efficiency of construction low; The more surrounding enviroment etc. that influence of construction material.
In addition, disclose a kind of cast-in-place light compound wall in the patent 200720010841.6, it comprises both sides by the assembled metope of dry wall panel, and the light weight concrete construction interlayer between the dry wall panel.After body of wall was constructed, the plate face of dry wall panel need not other operations of plastering directly as surface of wall.
Cast-in-place light compound wall in the above-mentioned patent, not only building method is comparatively loaded down with trivial details, and can not save material.
Summary of the invention
The present invention is directed to the problems referred to above, a kind of multi-functional cast-in-situ wall combination sliding formwork is provided, solved the construction complexity, inefficiency, the cost problem of higher that in the wall construction process, exist in the prior art, also reduced influence simultaneously environment; Especially simplify the building method of patent 200720010841.6, saved material.
In order to address the above problem, the invention provides a kind of multi-functional cast-in-situ wall combination sliding formwork, comprise the template housing that shaped steel is welded, use self-tapping screw to be fixed in the template housing and the plastic plate on the shaped steel muscle or the surface plate of other materials, make it form integral planar, i.e. a gang form.The shaped steel back timber and the shaped steel grade beam that connect by guide rail are fixed on the house beam with setscrew, and cucurbit is connected with the shaped steel back timber, and gang form slides on guide rail by the wire rope that hangs on the cucurbit.Above-mentioned template housing, shaped steel back timber, shaped steel grade beam are the 10# channel-section steel, and guide rail is the 8# channel-section steel.Earlier gang form is installed to required cast-in-place body of wall position relatively, with split bolt this plane and guide rail is fixed together then.Form cavity between two gang forms, by disturbing concrete or foam concrete in the past cavity of designing requirement.Cast-in-place thing final set is finished, and first separation of copulating moth draws screw, again with cucurbit with gang form along the slow pull-up of guide rail, again split bolt is installed after locating, continue disturbing concrete or foam concrete.Build highly to look and build material, door, window opening mouth and the decision of floor height height, tissue chooses sliding formwork, designs step, and general each watering smashes that to be controlled between 0.9-1.8M operation comparatively convenient.
The present invention compared with prior art has following advantage:
1, the wall leveling that waters is smooth, need not do and whitewash;
2, build with material factory premixing well, the job site does not have sand, clitter is long-pending, does not influence the construction surrounding enviroment;
3, gang form can be according to the area adjustment of cast, and is and reusable, saved material.
Description of drawings
Figure one is a stereogram of the present invention.
Figure two is sectional drawings of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is further described: a kind of multi-functional cast-in-situ wall combination sliding formwork, comprise the template housing 1 that shaped steel is welded, and use self-tapping screw 8 to be fixed in the template housing 1 and the plastic plate 4 on the shaped steel muscle 3, constituting an integral planar by plastic plate 4 and template housing 1 is gang form, shaped steel back timber 6 and shaped steel grade beam 5 are separately fixed on the house beam, guide rail 2 is connected between shaped steel back timber 6 and the shaped steel grade beam 5, cucurbit 9 is connected on the shaped steel back timber 6, gang form and guide rail 2 are fixed together by split bolt 7, form cavity between two gang forms, by disturbing concrete or foam concrete in the past cavity of designing requirement.Cast-in-place thing final set is finished, and first separation of copulating moth draws screw, again by be suspended on wire rope 10 on the cucurbit with gang form along the slow pull-up of guide rail, again split bolt is installed after locating, continue disturbing concrete or foam concrete.
Claims (5)
1. a multi-functional cast-in-situ wall makes up sliding formwork, comprise the template housing that shaped steel is welded, and use self-tapping screw to be fixed in the template housing and the surface plate on the shaped steel muscle, it is characterized in that: fixing to constitute an integral planar be gang form by self-tapping screw (8) by surface plate (4) and template housing (1) and shaped steel muscle (3), gang form is placed in by split bolt (7) with guide rail (2), and the wire rope (10) that is suspended on the cucurbit (9) is connected with the gang form top.
2. multi-functional cast-in-situ wall combination sliding formwork according to claim 1 is characterized in that guide rail (2) is connected between shaped steel back timber (6) and the shaped steel grade beam (5).
3. multi-functional cast-in-situ wall combination sliding formwork according to claim 1, it is characterized in that: cucurbit (9) is fixed on the shaped steel back timber (6).
4. according to claim 2 or 3 described multi-functional cast-in-situ wall combination sliding formworks, it is characterized in that: shaped steel back timber (6) and shaped steel grade beam (5) are separately fixed on the house beam.
5. multi-functional cast-in-situ wall combination sliding formwork according to claim 1 is characterized in that: multi-functional cast-in-situ wall combination sliding formwork according to claim 5, it is characterized in that: split bolt (7) is not removed, and stays in cast-in-place good body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110089664 CN102155090A (en) | 2011-04-11 | 2011-04-11 | Combined slip form of multifunctional cast-in-place wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110089664 CN102155090A (en) | 2011-04-11 | 2011-04-11 | Combined slip form of multifunctional cast-in-place wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102155090A true CN102155090A (en) | 2011-08-17 |
Family
ID=44436740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110089664 Pending CN102155090A (en) | 2011-04-11 | 2011-04-11 | Combined slip form of multifunctional cast-in-place wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN102155090A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383599A (en) * | 2011-10-14 | 2012-03-21 | 中国十九冶集团有限公司 | Casting method for concrete wall and special mould thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3897182A (en) * | 1972-10-13 | 1975-07-29 | Otto Heinzle | Slip form apparatus for constructing circular structures |
| CN2040128U (en) * | 1988-01-11 | 1989-06-28 | 孙国栋 | Sectionally formwork-sliding unit used for concrete buildings |
| CN2052796U (en) * | 1989-06-08 | 1990-02-14 | 北京市第四城市建设工程公司 | Syncronous slide lift shuttering for large span beam-column wall |
| CN2179892Y (en) * | 1993-05-28 | 1994-10-19 | 内蒙古第三建筑工程公司 | Top-raising sliding form for concrete pouring |
| CN2208076Y (en) * | 1994-04-09 | 1995-09-20 | 电力工业部电力建设研究所 | Hydraulic sliding mould lifting apparatus |
| JP2002115395A (en) * | 2000-10-06 | 2002-04-19 | Penta Ocean Constr Co Ltd | Form elevation control method in slip form construction method |
| JP3317920B2 (en) * | 1999-04-30 | 2002-08-26 | 鹿島建設株式会社 | Method and apparatus for controlling slip form |
| CN202055515U (en) * | 2011-04-11 | 2011-11-30 | 江西省丰和营造集团有限公司 | Multifunctional combined sliding formwork for cast-in-place wall |
-
2011
- 2011-04-11 CN CN 201110089664 patent/CN102155090A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3897182A (en) * | 1972-10-13 | 1975-07-29 | Otto Heinzle | Slip form apparatus for constructing circular structures |
| CN2040128U (en) * | 1988-01-11 | 1989-06-28 | 孙国栋 | Sectionally formwork-sliding unit used for concrete buildings |
| CN2052796U (en) * | 1989-06-08 | 1990-02-14 | 北京市第四城市建设工程公司 | Syncronous slide lift shuttering for large span beam-column wall |
| CN2179892Y (en) * | 1993-05-28 | 1994-10-19 | 内蒙古第三建筑工程公司 | Top-raising sliding form for concrete pouring |
| CN2208076Y (en) * | 1994-04-09 | 1995-09-20 | 电力工业部电力建设研究所 | Hydraulic sliding mould lifting apparatus |
| JP3317920B2 (en) * | 1999-04-30 | 2002-08-26 | 鹿島建設株式会社 | Method and apparatus for controlling slip form |
| JP2002115395A (en) * | 2000-10-06 | 2002-04-19 | Penta Ocean Constr Co Ltd | Form elevation control method in slip form construction method |
| CN202055515U (en) * | 2011-04-11 | 2011-11-30 | 江西省丰和营造集团有限公司 | Multifunctional combined sliding formwork for cast-in-place wall |
Non-Patent Citations (1)
| Title |
|---|
| 《建筑工程模板施工手册》 20041130 杨嗣信 现浇混凝土结构工业化模板 中国建筑工业出版社出版、发行 48-304 , 1 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383599A (en) * | 2011-10-14 | 2012-03-21 | 中国十九冶集团有限公司 | Casting method for concrete wall and special mould thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110817 |