CN203613792U - Parapet wall formwork pouring structure - Google Patents
Parapet wall formwork pouring structure Download PDFInfo
- Publication number
- CN203613792U CN203613792U CN201320713037.XU CN201320713037U CN203613792U CN 203613792 U CN203613792 U CN 203613792U CN 201320713037 U CN201320713037 U CN 201320713037U CN 203613792 U CN203613792 U CN 203613792U
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- steel bar
- parapet
- formwork
- reinforcing steel
- pouring structure
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Abstract
The utility model discloses a parapet wall formwork pouring structure, comprising an external formwork, an internal formwork and a pouring space, wherein the external formwork and the internal formwork are arranged on a floor; the pouring space is formed between the external formwork and the internal formwork in a clamping way; the external formwork consists of a plurality of reinforcing steel bar truss plate units; reinforcing steel bar truss plates respectively comprise a base plate and a reinforcing steel bar truss; the peripheries of the base plates are respectively wrapped with angle steel; the reinforcing steel bar truss plates which are mutually and adjacently connected are fixed in a way of connecting with the angle steel; the parts, connected with a parapet wall, on the floor are provided with embedded reinforcing steel bars; the bottoms of the reinforcing steel bar truss plates are fixedly connected with the floor through the embedded reinforcing steel bars. The parapet wall formwork pouring structure has the advantages of simplicity in construction, high speed, low cost and the like, without the need of setting up scaffolds on the outer side of the parapet wall; the operation is only implemented on the inner side of the parapet wall, so that the normal construction of outdoor work is not affected.
Description
Technical field
The utility model relates to a kind of steel concrete shuttering pouring structure, espespecially a kind of parapet template pouring structure.
Background technology
In modern construction engineering work progress, parapet generally adopts cast-in-place concrete structure, need to set up in parapet outside handling frame and the protection of scaffold as parapet construction, will expend so a large amount of circulation materials and manually set up and remove, also affected the timely construction of exterior decoration fitting-out work simultaneously, must wait until after external scaffolding is removed and can carry out the construction of exterior components, have a strong impact on the whole duration, and uneconomical, not environmental protection.
Summary of the invention
The purpose of this utility model is to overcome the defect of prior art, and a kind of parapet template pouring structure is provided.
The technical scheme that realizes above-mentioned purpose is:
A kind of parapet template pouring structure of the present utility model, comprises that the exterior sheathing, inner formword and the sandwiched that are arranged on floor are formed at the space of building between exterior sheathing and inner formword; Described exterior sheathing is made up of a plurality of steel bar girder plates unit, and described steel bar girder plate comprises:
Substrate, described substrate comprises that one just to described the first side of building space, and the second side of relatively described first side;
Steel bar girder, is incorporated into the first side of described substrate.
Described parapet template pouring structure, is characterized in that, the periphery of described substrate is coated with angle steel, described in be connected and fixed by described angle steel between the steel bar girder plate that adjoins each other.
Described parapet template pouring structure, is characterized in that, on described floor, be provided with embedded bar in conjunction with parapet position, the bottom of described steel bar girder plate is fixedly connected on described floor by described embedded bar.
Described parapet template pouring structure, it is characterized in that, between described inside and outside template, wear split bolt, the first end of described split bolt is fixedly connected on described steel bar girder, the second end of described split bolt runs through described inner formword, and is fixed on the lateral surface of described inner formword by fixture.
The utility model has been owing to having adopted above technical scheme, makes it have following beneficial effect to be:
1, without setting up scaffold in parapet outside, only carry out the operations such as reinforcing bar and template in parapet inner side, do not affect the normal construction of exterior components, accelerated programming;
2, according to designing requirement, in factory, carry out the processing of steel bar girder plate, be spliced at the scene independently modular unit after transporting to job site, reduce on-the-spot template and reinforcing work amount, efficiency is higher, quality is guaranteed, cost is lower;
3, can adjust according to the thickness of parapet thickness and the arrangement of reinforcement of steel bar girder plate.
Therefore a kind of parapet steel bar girder plated construction of the present utility model has the stronger market competitiveness and good popularizing application prospect.
Accompanying drawing explanation
Fig. 1 is the generalized section of the utility model parapet template pouring structure;
Fig. 2 is the outer elevational schematic view of the utility model parapet template pouring structure;
The specific embodiment
Below in conjunction with specific embodiment, the utility model is described in further detail.
Refer to Fig. 1, a kind of parapet template pouring structure of the present utility model, comprises the exterior sheathing 10, the inner formword 20 that are arranged on floor 40, and sandwiched is formed at and builds space 30 between exterior sheathing 10 and inner formword 20.
Refer to Fig. 2, described exterior sheathing 10 is made up of a plurality of steel bar girder plates unit, and described steel bar girder plate comprises substrate 11 and steel bar girder 12.Described substrate 11 comprises that one just to described the first side 111 of building space 30, and the second side 112 of relatively described first side 111; Described steel bar girder 12, is incorporated into the first side 111 of described substrate 11.The periphery of described substrate 11 is coated with angle steel 13, described in be connected and fixed by described angle steel 13 between the steel bar girder plate that adjoins each other, the thickness of steel bar girder plate and arrangement of reinforcement are prefabricated in factory according to the designing requirement of parapet.
On described floor 40, be provided with embedded bar 41 in conjunction with parapet position, the bottom of described steel bar girder plate is fixedly connected on described floor 40 by described embedded bar 41.
Then between described exterior sheathing 10 and inner formword 20, build the colligation of carrying out other reinforcing bars of parapet in space 30, finally carry out the construction of inner formword 20 in parapet inner side, described inner formword 20 comprises respectively wood glue plate 21, flitch 22, split bolt 23, steel pipe 24 and reinforcing bar anchor ring 25 etc.
Described split bolt 23 is arranged between described inner formword 20 and described exterior sheathing 10, the first end 231 of described split bolt 23 is fixedly connected on described steel bar girder 12, the second end 232 of described split bolt 23 runs through wood glue plate 21 and the flitch 22 of described inner formword, and is fixed on the lateral surface of described inner formword by fixture 233.Described parapet template pouring structure can regulate the distance between described exterior sheathing 10 and inner formword 20 by many groups Screw arbor with nut at both-ends 23, to meet the designing requirement of parapet thickness.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thereby some details in embodiment should not form restriction of the present utility model, the utility model by the scope defining using appended claims as protection domain of the present utility model.
Claims (4)
1. a parapet template pouring structure, comprises that the exterior sheathing, inner formword and the sandwiched that are arranged on floor are formed at the space of building between exterior sheathing and inner formword; It is characterized in that, described exterior sheathing is made up of a plurality of steel bar girder plates unit, and described steel bar girder plate comprises:
Substrate, described substrate comprises that one just to described the first side of building space, and the second side of relatively described first side;
Steel bar girder, is incorporated into the first side of described substrate.
2. parapet template pouring structure as claimed in claim 1, is characterized in that, the periphery of described substrate is coated with angle steel, described in be connected and fixed by described angle steel between the steel bar girder plate that adjoins each other.
3. parapet template pouring structure as claimed in claim 2, is characterized in that, on described floor, be provided with embedded bar in conjunction with parapet position, the bottom of described steel bar girder plate is fixedly connected on described floor by described embedded bar.
4. parapet template pouring structure as claimed in claim 1, it is characterized in that, between described inside and outside template, wear split bolt, the first end of described split bolt is fixedly connected on described steel bar girder, the second end of described split bolt runs through described inner formword, and is fixed on the lateral surface of described inner formword by fixture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320713037.XU CN203613792U (en) | 2013-11-12 | 2013-11-12 | Parapet wall formwork pouring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320713037.XU CN203613792U (en) | 2013-11-12 | 2013-11-12 | Parapet wall formwork pouring structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203613792U true CN203613792U (en) | 2014-05-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320713037.XU Expired - Fee Related CN203613792U (en) | 2013-11-12 | 2013-11-12 | Parapet wall formwork pouring structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203613792U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464133A (en) * | 2015-12-31 | 2016-04-06 | 上海建工集团股份有限公司 | Construction method for long-distance underground passage side wall assembly type formwork |
| CN106677440A (en) * | 2016-12-30 | 2017-05-17 | 河北恒山建设集团有限公司 | Roofing parapet water-floating structure and construction method thereof |
| CN107869250A (en) * | 2016-09-23 | 2018-04-03 | 俊川建筑科技有限公司 | A kind of bracing reinforcement system |
| CN108385904A (en) * | 2018-04-25 | 2018-08-10 | 中铁第四勘察设计院集团有限公司 | A kind of parapet of roofing and its construction method |
| CN109113335A (en) * | 2018-07-10 | 2019-01-01 | 中国二十冶集团有限公司 | Parapet falsework and construction method |
| CN110469063A (en) * | 2019-08-30 | 2019-11-19 | 中国化学工程第三建设有限公司 | Daughter's wall construction method |
| CN111663766A (en) * | 2020-06-18 | 2020-09-15 | 北京城建七建设工程有限公司 | Overhanging structure parapet single-face formwork connecting system and construction method thereof |
| CN113668852A (en) * | 2021-08-25 | 2021-11-19 | 中建一局集团建设发展有限公司 | Parapet wall formwork structure of steel structure roof and construction method thereof |
| CN115126220A (en) * | 2022-07-07 | 2022-09-30 | 北京城建集团有限责任公司 | Parapet sliding formwork structure for steel structure building and construction method of parapet sliding formwork structure |
| TWI843396B (en) * | 2023-01-12 | 2024-05-21 | 潤弘精密工程事業股份有限公司 | Method for manufacturing parapet wall |
-
2013
- 2013-11-12 CN CN201320713037.XU patent/CN203613792U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464133B (en) * | 2015-12-31 | 2017-10-31 | 上海建工集团股份有限公司 | A kind of lower channel side wall assembled template construction method over long distances |
| CN105464133A (en) * | 2015-12-31 | 2016-04-06 | 上海建工集团股份有限公司 | Construction method for long-distance underground passage side wall assembly type formwork |
| CN107869250A (en) * | 2016-09-23 | 2018-04-03 | 俊川建筑科技有限公司 | A kind of bracing reinforcement system |
| CN106677440A (en) * | 2016-12-30 | 2017-05-17 | 河北恒山建设集团有限公司 | Roofing parapet water-floating structure and construction method thereof |
| CN108385904B (en) * | 2018-04-25 | 2024-02-27 | 中铁第四勘察设计院集团有限公司 | Roofing parapet wall and construction method thereof |
| CN108385904A (en) * | 2018-04-25 | 2018-08-10 | 中铁第四勘察设计院集团有限公司 | A kind of parapet of roofing and its construction method |
| CN109113335A (en) * | 2018-07-10 | 2019-01-01 | 中国二十冶集团有限公司 | Parapet falsework and construction method |
| CN110469063A (en) * | 2019-08-30 | 2019-11-19 | 中国化学工程第三建设有限公司 | Daughter's wall construction method |
| CN111663766A (en) * | 2020-06-18 | 2020-09-15 | 北京城建七建设工程有限公司 | Overhanging structure parapet single-face formwork connecting system and construction method thereof |
| CN113668852A (en) * | 2021-08-25 | 2021-11-19 | 中建一局集团建设发展有限公司 | Parapet wall formwork structure of steel structure roof and construction method thereof |
| CN115126220A (en) * | 2022-07-07 | 2022-09-30 | 北京城建集团有限责任公司 | Parapet sliding formwork structure for steel structure building and construction method of parapet sliding formwork structure |
| CN115126220B (en) * | 2022-07-07 | 2023-07-04 | 北京城建集团有限责任公司 | Parapet sliding formwork structure for steel structure building and construction method thereof |
| TWI843396B (en) * | 2023-01-12 | 2024-05-21 | 潤弘精密工程事業股份有限公司 | Method for manufacturing parapet wall |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140528 Termination date: 20201112 |