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
- Authority
- CN
- China
- Prior art keywords
- parapet
- steel bar
- formwork
- pouring
- reinforcing steel
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title abstract 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 239000000758 substrates Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 7
- 230000003014 reinforcing Effects 0.000 description 4
- 239000003292 glue Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
Abstract
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)
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 |
Family
ID=50766447
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201320713037.XU CN203613792U (en) | 2013-11-12 | 2013-11-12 | Parapet wall formwork pouring structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203613792U (en) |
Cited By (5)
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 |
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 |
-
2013
- 2013-11-12 CN CN201320713037.XU patent/CN203613792U/en active IP Right Grant
Cited By (6)
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 |
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 |
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 |
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204212405U (en) | Box assembling die | |
CN102121315B (en) | Hole reserving construction method for tightly-fixed steel sleeve | |
CN100469995C (en) | Construction method for after-pouring band beam-slab template | |
CN105756244A (en) | Double-steel-plate shear wall combined structure | |
CN202767522U (en) | Shear wall reinforcing system in deformation joint | |
CN201972269U (en) | Prefabricated reinforcing steel bar concrete shear wall | |
CN203729468U (en) | Connecting structure for steel and bamboo combined floor and steel and bamboo combined beam | |
CN102230315A (en) | Prefabricated part and semi-prefabricated construction method for multistory building | |
CN102251606A (en) | Outer partition wall built by adopting light concrete partition wall boards and construction method thereof | |
CN105019573A (en) | Prefabricated external wall template structure system with heat insulation function, and construction method thereof | |
CN104989102A (en) | Improved concrete wall and column construction method | |
CN204299039U (en) | A kind of for after water the concrete prefabricated board of assembling | |
CN103243838A (en) | Connection structure of integrally assembled concrete frame and shear wall | |
CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
CN102661010B (en) | Composite shear wall | |
CN103161309A (en) | Narrow deformation joint inner side template installation and construction method | |
CN103031952B (en) | Assembling exempts from the preparation method supporting prefabricated light composite floor slab with ribbing | |
CN101852012A (en) | Plastic exposed concrete building template | |
CN104358330A (en) | Reinforcement pin connection member for precast concrete walls with formworks and connection method | |
CN104895279B (en) | The cladding attachment structure and its construction method of precast wall panel and precast beam | |
CN105696789A (en) | Vertical aluminum mould building system and construction method thereof | |
CN104895193B (en) | Prefabricated outer wall panel connects box and connecting node | |
CN105926936A (en) | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system | |
CN102011442A (en) | Light steel-concrete combination structure shear wall and manufacturing method thereof | |
CN104652815A (en) | Construction method for pouring water-stopping upstanding beams in kitchens and toilets |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
C14 | Grant of patent or utility model |