CN202689536U - Ultra-high concrete beam and slab structure template erecting system - Google Patents
Ultra-high concrete beam and slab structure template erecting system Download PDFInfo
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- CN202689536U CN202689536U CN2012202042749U CN201220204274U CN202689536U CN 202689536 U CN202689536 U CN 202689536U CN 2012202042749 U CN2012202042749 U CN 2012202042749U CN 201220204274 U CN201220204274 U CN 201220204274U CN 202689536 U CN202689536 U CN 202689536U
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- concrete beam
- steel pipe
- high concrete
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Abstract
The utility model discloses an ultra-high concrete beam and slab structure template erecting system, which comprises a main force bearing sectional steel truss, sectional steel purlines, multilayer plates and a steel pipe scaffold template support frame body, wherein the sectional steel purlines are vertically arranged on the sectional steel truss, the multilayer plates are fully paved on the sectional steel purlines, the steel pipe scaffold template support frame body is erected on the multilayer plates, vertical rods of the steel pipe scaffold template support frame body are positioned right above the sectional steel purlines, and the sectional steel truss is fixedly arranged on a lower layer built two-side body structure beam of the ultra-high concrete beam and slab to be cast. The ultra-high concrete beam and slab structure template erecting system has the advantages that the height of the steel pipe scaffold template support frame body is greatly reduced, the steel pipe consumption is greatly reduced, the partial material investment is avoided, the support erecting time is saved, the construction period and the dismounting period are shortened, the construction cost is greatly reduced, the structure is safe and reliable, the installation is simple and convenient, and the construction is safe.
Description
Technical field
The utility model relates to a kind of building operations formwork erecting structure system, particularly relates to a kind of ultra-high concrete beam and slab structure formwork system.
Background technology
High speed development along with society, the building of large space is more and more, and only have safety, science, reasonable design formwork support structure that mentality of designing is become a reality, for long, the highly large ultra-high concrete beam and slab structure of overall space span, if it is long to use conventional steel pipe support system can cause steel pipe to set up the cycle, the steel pipe consumption is many, steel pipe support overall system load is large, therefore the supporting frame life cycle is long, and conventional steel pipe support system can not satisfy the needs of ultra-high concrete beam and slab structure formwork.
The utility model content
The utility model provides a kind of ultra-high concrete beam and slab structure formwork system for solving the technical problem that exists in the known technology, and this system can reduce the steel pipe consumption, improves operating efficiency and can guarantee structural safety.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: a kind of ultra-high concrete beam and slab structure formwork system, the steel truss that comprises primary load bearing, be arranged vertically the section steel purlin on described steel truss, completely be layered on composite board and the steel pipe scaffold shuttering supporting support body of setting up on described composite board on the described section steel purlin, the vertical rod of described steel pipe scaffold shuttering supporting support body be positioned at described section steel purlin directly over, described steel truss is fixed on the built both sides agent structure beam of one deck under the ultra-high concrete beam slab to be built.
Described section steel purlin is made by H shaped steel.
Advantage and the good effect that the utlity model has are: adopt fixed steel truss on the built both sides agent structure beam of one deck under the ultra-high concrete beam slab to be built, with the primary load bearing parts of steel truss as steel pipe scaffold shuttering supporting support body, greatly reduced the height of steel pipe scaffold shuttering supporting support body, reduced in a large number the steel pipe consumption, having removed the part material from drops into, saved to support and set up the time, shortened construction period and dismounting cycle, greatly reduced construction cost; Adopt and vertically be laid in steel truss mo(u)ld top half steel purlin bar as the force of holding of its upper steel pin hand shut die plate supporting frame vertical rod, the structural safety of formwork system is reliable.And the utility model simple installation, construction safety.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Among the figure: 1, built both sides agent structure beam, 2, steel truss, 3, section steel purlin, 4, composite board, 5, steel pipe scaffold shuttering supporting support body, 6, the bottom template.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and cooperate accompanying drawing to be described in detail as follows:
See also Fig. 1, a kind of ultra-high concrete beam and slab structure formwork system, comprise primary load bearing steel truss 2, be arranged vertically at the section steel purlin 3 on the described steel truss 2, completely be layered on the composite board 4 on the described section steel purlin 3 and set up steel pipe scaffold shuttering supporting support body 5 on described composite board 4, the vertical rod of described steel pipe scaffold shuttering supporting support body 5 be positioned at described section steel purlin 3 directly over, described steel truss 2 is fixed on the built both sides agent structure beam 1 of one deck under the ultra-high concrete beam slab to be built.Remain to be built the bottom template 6 of ultra-high concrete beam slab in steel pipe scaffold shuttering supporting support body 5 upper supports.Above-mentioned section steel purlin is preferably made by H shaped steel.
Although the above is described preferred embodiment of the present utility model by reference to the accompanying drawings; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away from the scope situation that the utility model aim and claim protect, can also make a lot of forms, these all belong within the protection domain of the present utility model.
Claims (2)
1. ultra-high concrete beam and slab structure formwork system, it is characterized in that, comprise primary load bearing steel truss, be arranged vertically at the section steel purlin on the described steel truss, completely be layered on the composite board on the described section steel purlin and set up steel pipe scaffold shuttering supporting support body on described composite board, the vertical rod of described steel pipe scaffold shuttering supporting support body be positioned at described section steel purlin directly over, described steel truss is fixed on the built both sides agent structure beam of one deck under the ultra-high concrete beam slab to be built.
2. ultra-high concrete beam and slab structure formwork system according to claim 1 is characterized in that, described section steel purlin is made by H shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202042749U CN202689536U (en) | 2012-05-08 | 2012-05-08 | Ultra-high concrete beam and slab structure template erecting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202042749U CN202689536U (en) | 2012-05-08 | 2012-05-08 | Ultra-high concrete beam and slab structure template erecting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689536U true CN202689536U (en) | 2013-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202042749U Expired - Fee Related CN202689536U (en) | 2012-05-08 | 2012-05-08 | Ultra-high concrete beam and slab structure template erecting system |
Country Status (1)
| Country | Link |
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| CN (1) | CN202689536U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806659A (en) * | 2013-09-12 | 2014-05-21 | 如皋市江源电力工程有限公司 | Single-layer comprehensive support, cracking-control and temperature-control construction technology for super-thick prestressed transfer slab |
| CN106150083A (en) * | 2016-08-21 | 2016-11-23 | 中铁四局集团建筑工程有限公司 | A kind of slip form platform of metro depot beam slab concrete structure construction |
| CN107939135A (en) * | 2017-11-23 | 2018-04-20 | 南京工业大学 | A kind of contignation structural form with restorability after shake |
| CN108049657A (en) * | 2017-11-29 | 2018-05-18 | 上海建工五建集团有限公司 | Encased truss structure and its application construction method |
| CN109958190A (en) * | 2019-04-16 | 2019-07-02 | 建铝（上海）金属结构工程有限公司 | A kind of construction method of aluminum alloy latticed shell structure |
-
2012
- 2012-05-08 CN CN2012202042749U patent/CN202689536U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806659A (en) * | 2013-09-12 | 2014-05-21 | 如皋市江源电力工程有限公司 | Single-layer comprehensive support, cracking-control and temperature-control construction technology for super-thick prestressed transfer slab |
| CN103806659B (en) * | 2013-09-12 | 2016-02-24 | 中如建工集团有限公司 | Super thick prestressing force change-over panel individual layer comprehensively supports and splits temperature control construction technology with control |
| CN106150083A (en) * | 2016-08-21 | 2016-11-23 | 中铁四局集团建筑工程有限公司 | A kind of slip form platform of metro depot beam slab concrete structure construction |
| CN107939135A (en) * | 2017-11-23 | 2018-04-20 | 南京工业大学 | A kind of contignation structural form with restorability after shake |
| CN108049657A (en) * | 2017-11-29 | 2018-05-18 | 上海建工五建集团有限公司 | Encased truss structure and its application construction method |
| CN109958190A (en) * | 2019-04-16 | 2019-07-02 | 建铝（上海）金属结构工程有限公司 | A kind of construction method of aluminum alloy latticed shell structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130123 Termination date: 20200508 |
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| CF01 | Termination of patent right due to non-payment of annual fee |