CN202787330U - Post-cast strip template - Google Patents
Post-cast strip template Download PDFInfo
- Publication number
- CN202787330U CN202787330U CN2012204159920U CN201220415992U CN202787330U CN 202787330 U CN202787330 U CN 202787330U CN 2012204159920 U CN2012204159920 U CN 2012204159920U CN 201220415992 U CN201220415992 U CN 201220415992U CN 202787330 U CN202787330 U CN 202787330U
- Authority
- CN
- China
- Prior art keywords
- bar
- template
- steel bar
- reinforcing steel
- lamina membranacea
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a post-cast strip template which mainly comprises a bottom plate (1) of a template, a diaphragm plate strip (2), a reinforcing steel bar (3) at the bottom of a slab, a reinforcing steel bar mesh frame (4) and a reinforcing steel bar (5) at the upper part of the slab, wherein the diaphragm plate strip (2) is vertically connected with the bottom plate (1) of the template; the reinforcing steel bar (3) at the bottom of the slab is arranged on the diaphragm plate strip (2) and is vertically connected with the diaphragm plate strip (2); the reinforcing steel bar mesh frame (4) is arranged on the reinforcing steel bar on the bottom plate and on the outer side of the diaphragm plate strip (2); the reinforcing steel bar (5) at the upper part of the slab is arranged on the reinforcing steel bar mesh frame (4) and is vertically connected with the diaphragm plate strip (2); and according to the post-cast strip template, the structural design is humanized, and the reinforcing steel bar mesh frame (4) can be manufactured by the batch in advance; and the post-cast strip template is directly installed when being used, so that the construction time is saved; and in addition, the structural integrity is good, slurry leakage, template expansion and other problems do not occur, and post clearing is not needed.
Description
Technical field
The utility model relates to installing of ater-casting, is specifically related to a kind of alter-pouring strips mould plate.
Background technology
In the engineering, mostly be main building basement and other basement conjoined structures now, therefore pouring after settlement is arranged, and some engineering individual layer length be longer, many set temperatures ater-casting more.The ater-casting is the difficult point in the work progress, mainly is that formwork erection is inconvenient, very easily causes spillage, the generation of the problems such as mould that rise, and wastes a large amount of human and material resources.
The utility model content
Technical problem to be solved in the utility model is in the work progress of ater-casting, formwork erection inconvenience, and very easily cause spillage, the problem such as the mould that rises.
The technical scheme that its timely problem that solves the utility model adopts is a kind of alter-pouring strips mould plate, mainly comprise template plate (1), lamina membranacea bar (2), floor slab bottoms reinforcing bar (3), bar frame (4), floor upper reinforcement (5), wherein, lamina membranacea bar (2) and vertical connection of template plate (1), floor slab bottoms reinforcing bar (3) places on the lamina membranacea bar (2), and with vertical connection of lamina membranacea bar (2), bar frame (4) places on the baseplate reinforcing bar, the outside of lamina membranacea bar (2), floor upper reinforcement (5) place on the bar frame (4), and with vertical connection of lamina membranacea bar (2).
Alter-pouring strips mould plate described in the utility model, wherein, described lamina membranacea bar (2) is arranged on the template plate (1) along the ater-casting length direction.
Alter-pouring strips mould plate described in the utility model wherein, arranges flitch (6) on the described floor bar, be used for fixedly floor upper reinforcement (5).
Alter-pouring strips mould plate described in the utility model wherein, is provided with close order steel mesh reinforcement on the described bar frame (4).
Alter-pouring strips mould plate described in the utility model, during construction, at the upper suitable ater-casting of template plate (1) of floor length direction the template bar is set first and keeps off pin as the bottom, then floor slab bottoms reinforcing bar (3) is connected on the template bar, floor slab bottoms reinforcing bar (3) is placed on prefabricated bar frame (4) on the floor slab bottoms reinforcing bar (3) after connecting, then connect floor upper reinforcement (5), floor upper reinforcement (5) places on the precast reinforced rack (4), at last at the fixing flitch (6) of floor upper reinforcement (5).
Alter-pouring strips mould plate described in the utility model, the structure design hommization, bar frame (4) is batch making in advance, directly installs during use, save the engineering time, and this structural integrity is good, and the problems such as spillage, the mould that rises can not occur, and does not need the later stage cleaning.
Description of drawings
Fig. 1 is the alter-pouring strips mould plate structural representation;
Fig. 2 is the A-A view of Fig. 1.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail:
The described alter-pouring strips mould plate of present embodiment, mainly comprise template plate (1), lamina membranacea bar (2), floor slab bottoms reinforcing bar (3), bar frame (4), floor upper reinforcement (5), wherein, lamina membranacea bar (2) and vertical connection of template plate (1), floor slab bottoms reinforcing bar (3) place lamina membranacea bar (2) upper and with vertical connection of lamina membranacea bar (2), bar frame (4) places on the baseplate reinforcing bar, the outside of lamina membranacea bar (2), floor upper reinforcement (5) place bar frame (4) upper and with vertical connection of lamina membranacea bar (2).
The described alter-pouring strips mould plate of present embodiment, wherein, described lamina membranacea bar (2) is arranged on the template plate (1) along the ater-casting length direction.
The described alter-pouring strips mould plate of present embodiment wherein, arranges flitch (6) on the described floor bar, be used for fixedly floor upper reinforcement (5).
The described alter-pouring strips mould plate of present embodiment wherein, is provided with close order steel mesh reinforcement on the described bar frame (4).
The described alter-pouring strips mould plate of present embodiment, during construction, at the upper suitable ater-casting of template plate (1) of floor length direction the template bar is set first and keeps off pin as the bottom, then floor slab bottoms reinforcing bar (3) is connected on the template bar, floor slab bottoms reinforcing bar (3) is placed on prefabricated bar frame (4) on the floor slab bottoms reinforcing bar (3) after connecting, then connect floor upper reinforcement (5), floor upper reinforcement (5) places on the precast reinforced rack (4), at last at the fixing flitch (6) of floor upper reinforcement (5).
The above only is better embodiment of the present utility model, all any modifications of making within spirit of the present utility model and principle, is equal to and replaces and improvement etc., all should be included within the protection domain of the present utility model.
Claims (4)
1. alter-pouring strips mould plate, it is characterized in that: described alter-pouring strips mould plate mainly comprises template plate (1), lamina membranacea bar (2), floor slab bottoms reinforcing bar (3), bar frame (4), floor upper reinforcement (5), wherein, lamina membranacea bar (2) and vertical connection of template plate (1), floor slab bottoms reinforcing bar (3) place lamina membranacea bar (2) upper and with vertical connection of lamina membranacea bar (2), bar frame (4) places on the baseplate reinforcing bar, the outside of lamina membranacea bar (2), floor upper reinforcement (5) place bar frame (4) upper and with vertical connection of lamina membranacea bar (2).
2. according to the described alter-pouring strips mould plate of claim 1, it is characterized in that: described lamina membranacea bar (2) is arranged on the template plate (1) along the ater-casting length direction.
3. according to the described alter-pouring strips mould plate of claim 1, it is characterized in that: flitch (6) is set on the described floor bar.
4. according to the described alter-pouring strips mould plate of claim 1, it is characterized in that: be provided with close order steel mesh reinforcement on the described bar frame (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012204159920U CN202787330U (en) | 2012-08-21 | 2012-08-21 | Post-cast strip template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012204159920U CN202787330U (en) | 2012-08-21 | 2012-08-21 | Post-cast strip template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202787330U true CN202787330U (en) | 2013-03-13 |
Family
ID=47814612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012204159920U Expired - Fee Related CN202787330U (en) | 2012-08-21 | 2012-08-21 | Post-cast strip template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202787330U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225395A (en) * | 2013-04-17 | 2013-07-31 | 中国十七冶集团有限公司 | Floor post-cast strip template structure and use method |
| CN103452143A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Post-cast strip tool type template convenient to assemble and disassemble |
| CN103821178A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Basement exterior wall back pouring belt retention device |
| CN103821351A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Retention device and method for floor plate post-cast strip |
| CN107035141A (en) * | 2017-06-02 | 2017-08-11 | 温州神光建设工程有限公司 | A kind of mold method of floor slab back casting band |
| CN116856685A (en) * | 2023-08-08 | 2023-10-10 | 山西三建集团建设工程有限公司 | Construction method of post-cast strips for pre-cast floor roofs of extra-long buildings |
-
2012
- 2012-08-21 CN CN2012204159920U patent/CN202787330U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225395A (en) * | 2013-04-17 | 2013-07-31 | 中国十七冶集团有限公司 | Floor post-cast strip template structure and use method |
| CN103452143A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Post-cast strip tool type template convenient to assemble and disassemble |
| CN103452143B (en) * | 2013-08-20 | 2015-08-26 | 广西建工集团第三建筑工程有限责任公司 | A post-cast tool-type formwork with convenient assembly and disassembly |
| CN103821178A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Basement exterior wall back pouring belt retention device |
| CN103821351A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Retention device and method for floor plate post-cast strip |
| CN107035141A (en) * | 2017-06-02 | 2017-08-11 | 温州神光建设工程有限公司 | A kind of mold method of floor slab back casting band |
| CN107035141B (en) * | 2017-06-02 | 2019-04-23 | 温州神光建设工程有限公司 | A kind of mold method of floor slab back casting band |
| CN116856685A (en) * | 2023-08-08 | 2023-10-10 | 山西三建集团建设工程有限公司 | Construction method of post-cast strips for pre-cast floor roofs of extra-long buildings |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN202787330U (en) | Post-cast strip template | |
| CN201206328Y (en) | Preform formwork of cast-in-place concrete rib floor | |
| CN204326335U (en) | A kind of prefabricated reinforced concrete floor and superposed beam one assembly connection structure | |
| CN102677675B (en) | Tower crane foundation in building basement and manufacturing method of tower crane foundation | |
| CN103015565A (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN204126048U (en) | Bracket steel bar concrete shear force wall connecting pin contact assembled architecture | |
| CN103046669B (en) | Prefabricated high strength reinforced concrete shear wall with low strength energy dissipation strip and fabrication method | |
| CN202787570U (en) | Prefabricated integral reinforced concrete load bearing wall | |
| CN102535495B (en) | U-shaped groove base for prefabricated building and construction method thereof | |
| CN103711232B (en) | L-shaped frame component and lightweight concrete wall prefabricated type shear wall and connection construction method | |
| CN103541433B (en) | Assembly concrete hook-hang type node | |
| CN205314553U (en) | Strenghthened type beam column or shear force be heat preservation -in -place mould for wall | |
| CN204401844U (en) | Easy-to-install laminated floor slab | |
| CN103696564A (en) | Novel construction joint formwork | |
| CN109797902A (en) | Prefabrication ash wall body plate | |
| CN204435616U (en) | Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure | |
| CN204551172U (en) | A kind of prefabricated road surface of assembled steel reinforced concrete hollow | |
| CN103437349B (en) | The construction method of steel concrete perfusion shaped pile | |
| CN103572891B (en) | A kind of pregroove plate | |
| CN202577364U (en) | Joint of basement ramp board and basement outer wall | |
| CN202148608U (en) | Fast-easy closing-up net construction installation structure of bottom board construction seam | |
| CN204703191U (en) | A connection structure between prefabricated piles and roof slabs that doubles as structural exterior walls | |
| CN211922707U (en) | Special-shaped deformation joint template for bottom plate of underground comprehensive pipe gallery | |
| CN204282528U (en) | A kind of prefabricated balcony structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130313 Termination date: 20130821 |