CN103321405A - Large-formwork lifting-type construction method for shear wall or cylinder concrete structure - Google Patents
Large-formwork lifting-type construction method for shear wall or cylinder concrete structure Download PDFInfo
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- CN103321405A CN103321405A CN2013102518627A CN201310251862A CN103321405A CN 103321405 A CN103321405 A CN 103321405A CN 2013102518627 A CN2013102518627 A CN 2013102518627A CN 201310251862 A CN201310251862 A CN 201310251862A CN 103321405 A CN103321405 A CN 103321405A
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Abstract
The invention discloses a large-formwork lifting-type construction method for a shear wall or cylinder concrete structure. A formwork system is allowed to replace a traditional plywood by a specialized large formwork. Meanwhile, a poured concrete wall is adopted as a support point, operation platforms are arranged and lifted by a tower crane, so that construction on a shear wall or a cylinder concrete wall is completed. The large-formwork lifting-type construction method is characterized by including mounting the tower crane, producing the large formwork and an upper-portion operation platform, mounting a pre-embedded member, pouring and maintaining concrete, disassembling the large formwork and a supporting system thereof, producing a middle operation platform and a lower-portion operation platform, mounting steel bars on the middle operation platform, moving the cleaned large formwork, mounting the formwork on the middle operation platform at a new position, straightening the device, and pouring concrete on the upper-portion operation platform at a new position. The large-formwork lifting-type construction method has the advantages of convenience and practicality, labor hours are saved, and cost is lowered.
Description
Technical field
The present invention relates to technical field of building construction, relate in particular to shear wall, cylindrical shell concrete structure large form lift-type job practices.
Background technology
Along with building is more and more higher, shear wall and cylindrical shell concrete structure are more and more, and the domestic traditional job practices of shear wall and cylindrical shell concrete is to set up two steel pipe scaffolds that efflux around building, concrete wall adopts veneer formwork, tower crane vertical transport.This job practices exists artificial amount large owing to need to set up two exterior scaffolds, and the tower crane utilization ratio is low, the shortcoming that the veneer waste is serious.
Summary of the invention
Purpose of the present invention is exactly the deficiency that exists for prior art, shear wall, cylindrical shell concrete structure large form lift-type job practices are provided, template system is changed into the large form of customization by traditional veneer, simultaneously, with concreting wall as the strong point, setting operation platform, and promoted by tower crane, thus the construction of shear wall, cylindrical shell concrete wall finished.
The object of the present invention is achieved like this: shear wall, cylindrical shell concrete structure large form lift-type job practices is characterized in that: carry out according to the following steps:
1, arrange the installation tower crane, its radius can cover whole building.
2, making the large form panel with the thick veneer of 18mm, highly is floor height, and width is 6m, makes vertical back cord with 50 * 100mm lumps of wood, and the 8# channel-section steel is made horizontal back cord, reinforces with split bolt.The steel tripod of width 0.9m is set on large form top, lays plank, railing above the steel tripod, be configured for the upper operating platform of concrete construction to be built.
3, built-in fitting is installed, wait build the concrete wall reinforcement installation complete after, in concrete wall to be built, install and be used for the built-in fitting that next step installs middle part operating platform and bottom operating platform.
4, build and curing concrete, reach some strength after, remove large form and support system thereof, and winch to cleaning on the newly placed concrete flooring, trimming with tower crane.Wherein, the panel of large form and support system thereof, vertical back cord, laterally back cord, and the steel tripod in the upper operating platform, plank, railing all promote together.
5, middle part operating platform and the bottom operating platform on the pouring concrete, preparation method is with the top operating platform, namely lay plank, railing at the steel tripod, with tower crane movable lifting middle part and bottom operating platform, with former treat two built-in fittings burying underground in the pouring concrete reinstall respectively fix in the middle part of and the bottom operating platform.
6, the middle part operating platform of constructor on reposition installed reinforcing bar.
7, move the good large form of cleaning and support system thereof to concreting position next time with tower crane.
8, constructor's installation form and machine straightening device on the middle part operating platform on the reposition, concreting on the upper operating platform on the reposition.
According to this circulation is until finish the concrete construction of wall.
Compared with prior art, advantage of the present invention is: not only simple and practical, and save man-hour, and reduce cost.
Description of drawings
Fig. 1: shear wall, cylindrical shell concrete structure large form lift-type construction profile.
Among the figure: 1, split bolt 2, concrete to be built 3, built-in fitting 4, concreting 5, steel tripod 6, railing 7, plank 8, panel 9, vertical back cord 10, laterally back cord 11, middle part operating platform 12, machine straightening device 13, bottom operating platform.
The specific embodiment
For further describing the present invention, the invention will be further described below in conjunction with embodiment and accompanying drawing.
As shown in the figure, shear wall, cylindrical shell concrete structure large form lift-type job practices is characterized in that: carry out according to the following steps:
1, arrange the installation tower crane, its radius can cover whole building.
2, making large form panel 8 with the thick veneer of 18mm, highly is floor height, and width is 6m, makes vertical back cord 9 with 50 * 100mm lumps of wood, and the 8# channel-section steel is made horizontal back cord 10, reinforces with split bolt 1.The steel tripod 5 of width 0.9m is set on large form top, lays plank 7, railing 6 above the steel tripod 5, be configured for the upper operating platform of concrete 2 constructions to be built.
3, built-in fitting is installed
Wait build concrete 2 wall reinforcement installation complete after, in concrete 2 walls to be built, install to be used for the built-in fitting 3 that next step installs middle part operating platform 11 and bottom operating platform 13.
4, build and curing concrete, reach some strength after, remove large form and support system thereof, and winch to cleaning on newly placed concrete 2 floorings, trimming with tower crane.Wherein, the panel 8 of large form and support system thereof, vertical back cord 9, laterally back cord 10, and the steel tripod 5 in the upper operating platform, plank 7, railing 6 all promote together.
5, middle part operating platform 11 and the bottom operating platform 13 on the pouring concrete 4, preparation method is with the top operating platform, namely lay plank 7, railing 6 at steel tripod 5, with tower crane movable lifting middle part and bottom operating platform 11,13, with former treat two built-in fittings 3 burying underground in the pouring concrete 2 reinstall respectively fix in the middle part of 11 and bottom operating platform 13.
6, the middle part operating platform 11 of constructor on reposition installed reinforcing bar.
7, move the good large form of cleaning and support system thereof to concreting position next time with tower crane.
8, constructor's installation form and machine straightening device 12 on the middle part operating platform 11 on the reposition, concreting on the upper operating platform on the reposition.
According to this circulation is until finish the concrete construction of wall.
Claims (1)
1. shear wall, cylindrical shell concrete structure large form lift-type job practices is characterized in that: carry out according to the following steps:
1). arrange tower crane is installed, its radius can cover whole building;
2). making large form panel (8) with the thick veneer of 18mm, highly is floor height, and width is 6m, makes vertical back cord (9) with 50 * 100mm lumps of wood, and the 8# channel-section steel is made horizontal back cord (10), reinforces with split bolt (1); The steel tripod (5) of width 0.9m is set on large form top, lays plank (7), railing (6) above the steel tripod (5), be configured for the upper operating platform of concrete construction to be built;
3). built-in fitting (3) is installed, wait build concrete (2) wall reinforcement installation complete after, in concrete to be built (2) wall, install and be used for the built-in fitting (3) that next step installs middle part operating platform (11) and bottom operating platform (13);
4). build and curing concrete, reach some strength after, remove large form and support system thereof, and winch to cleaning on newly placed concrete (2) flooring, trimming with tower crane; Wherein, the panel of large form and support system thereof (8), vertical back cord (9), laterally back cord (10), and the steel tripod (5) in the upper operating platform, plank (7), railing (6) all promote together;
5). the middle part operating platform (11) on the pouring concrete (4) and bottom operating platform (13), preparation method is with the top operating platform, namely lay plank (7), railing (6) at steel tripod (5), with tower crane movable lifting middle part (11) and bottom operating platform (13), with former treat two built-in fittings (3) of burying underground in the pouring concrete (2) reinstall respectively fix in the middle part of (11) and bottom operating platform (13);
6). the middle part operating platform (11) of constructor on reposition installed reinforcing bar;
7). move the good large form of cleaning and support system thereof to concreting position next time with tower crane;
8). the upper installation form of the middle part operating platform (11) of constructor on reposition and machine straightening device (12), concreting on the upper operating platform on the reposition; According to this circulation is until finish the concrete construction of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201310251862.7A CN103321405B (en) | 2013-06-24 | 2013-06-24 | Shear wall, cylindrical shell concrete structure large form lift-type construction method |
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| CN201310251862.7A CN103321405B (en) | 2013-06-24 | 2013-06-24 | Shear wall, cylindrical shell concrete structure large form lift-type construction method |
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| CN103321405A true CN103321405A (en) | 2013-09-25 |
| CN103321405B CN103321405B (en) | 2015-11-04 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109869153A (en) * | 2019-02-26 | 2019-06-11 | 中铁十局集团第一工程有限公司 | The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method |
| CN110965756A (en) * | 2019-12-31 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Integrated operation platform for cast-in-situ shear wall and construction method thereof |
| CN111188489A (en) * | 2019-12-31 | 2020-05-22 | 广西建工集团第五建筑工程有限责任公司 | External frame-free safety protection structure of fabricated building and construction method thereof |
| CN114687467A (en) * | 2022-02-18 | 2022-07-01 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
| CN114687467B (en) * | 2022-02-18 | 2024-04-26 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN2653044Y (en) * | 2003-09-02 | 2004-11-03 | 江都市庆华机械制造厂 | Formwork lifting device for building wall |
| KR100862737B1 (en) * | 2008-04-23 | 2008-10-10 | 이정학 | Cage apparatus of gang form system for a building |
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2013
- 2013-06-24 CN CN201310251862.7A patent/CN103321405B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2653044Y (en) * | 2003-09-02 | 2004-11-03 | 江都市庆华机械制造厂 | Formwork lifting device for building wall |
| KR100862737B1 (en) * | 2008-04-23 | 2008-10-10 | 이정학 | Cage apparatus of gang form system for a building |
Non-Patent Citations (2)
| Title |
|---|
| 建筑施工手册（第5版）编委会: "《建筑施工手册（第5版）第2册》", 31 March 2013, article "《建筑施工手册（第5版）第2册》", pages: 934-936 - 13-72 * |
| 沈振武: "《西门子大厦液压滑模板、整体外爬架设计与施工》", 《中国学位论文全文数据库》, 15 January 2009 (2009-01-15) * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109869153A (en) * | 2019-02-26 | 2019-06-11 | 中铁十局集团第一工程有限公司 | The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method |
| CN110965756A (en) * | 2019-12-31 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Integrated operation platform for cast-in-situ shear wall and construction method thereof |
| CN111188489A (en) * | 2019-12-31 | 2020-05-22 | 广西建工集团第五建筑工程有限责任公司 | External frame-free safety protection structure of fabricated building and construction method thereof |
| CN114687467A (en) * | 2022-02-18 | 2022-07-01 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
| CN114687467B (en) * | 2022-02-18 | 2024-04-26 | 洛阳城市建设勘察设计院有限公司 | Vertical connection pouring method and correction support tool for assembled prefabricated shear wall |
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| Publication number | Publication date |
|---|---|
| CN103321405B (en) | 2015-11-04 |
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