CN205153530U - Structure is assembled to integral template of reinforced concrete floor - Google Patents
Structure is assembled to integral template of reinforced concrete floor Download PDFInfo
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- CN205153530U CN205153530U CN201520886327.3U CN201520886327U CN205153530U CN 205153530 U CN205153530 U CN 205153530U CN 201520886327 U CN201520886327 U CN 201520886327U CN 205153530 U CN205153530 U CN 205153530U
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Abstract
The utility model discloses a structure is assembled to integral template of reinforced concrete floor, just move about freely and quickly the reinforcing bar net of lapped framework steel bar formation and be located including a plurality of level settings the bottom template that reinforcing bar net bottom portion and the online multiple spot of reinforcing bar are connected, the bottom still be equipped with in the template a plurality of each other parallel and with bottom template fixed connection's steel bar truss. This structure is assembled to integral template of reinforced concrete floor passes through framework steel bar and moves about freely and quickly the overlap joint and form the reinforcing bar net and be connected with the bottom template, and set up in the template of bottom with bottom template fixed connection's steel bar truss, net through the reinforcing bar, steel bar truss and bottom template connection formation cement is within a definite time pour the integral floor of in -process and is pour the structure, each part can make things convenient for to assemble respectively to hoist after accomplishing and is under construction to the job site among this monolithic structure, this structure light in weight and hoist and mount are easy, can simplify on -the -spot construction flow, and the wholeness of structure is good, this utility model is used for constructing the construction structures field.
Description
Technical field
The utility model relates to the realm of building construction, particularly relates to a kind of monolithic template assembly structure of reinforced concrete floor.
Background technology
When ordinary reinforced concrete floor is constructed at the scene, first need at floor slab bottoms support template, then colligation building reinforcement and face reinforcing bar, after-pouring concrete, until concrete setting and after reaching some strength requirement, then removes the template of floor slab bottoms.
The site operation step of reinforced concrete floor is many, and flow process is complicated, and site operation is long in time limit.Tradition prefabricated reinforced concrete floor completes above-mentioned steps in factory, and completely prefabricated reinforced concrete floor is transported to job site, then carry out lifting installation, the weight that transport and lifting are installed is larger, and the connecting structure between prefabricated units is complicated, and the globality of structure is not good enough.
Utility model content
For solving the problem, after the utility model provides a kind of can assembledly completing, completed the monolithic template assembly structure of the reinforced concrete floor of construction fast by concreting.
The utility model solves the technical scheme that its technical problem adopts:
A kind of monolithic template assembly structure of reinforced concrete floor, comprise some being horizontally disposed with and the steel mesh reinforcement that formed of the skeleton reinforcing steel bar overlapped in length and breadth and the bottom template that is positioned at Mulit-point Connection on steel mesh reinforcement bottom described steel mesh reinforcement, described bottom template is also provided with some parallel to each other and steel bar girders that is that be fixedly connected with bottom template.
Be further used as the improvement of technical solutions of the utility model, steel bar girder comprises the truss top muscle arranged above in the middle part of muscle at the bottom of the truss of both sides and muscle at the bottom of two truss, carries out Mulit-point Connection at the bottom of each described truss between muscle and truss top muscle by the bending muscle in wavy bending.
Be further used as the improvement of technical solutions of the utility model, muscle at the bottom of truss is fixedly connected with bottom template with bending muscle tie point.
Be further used as the improvement of technical solutions of the utility model, the tie point place of steel mesh reinforcement or steel bar girder and bottom template is equipped with a hard-wired rectangular connecting panels, rectangular connecting panels passes through the connection between the fastening bolt realization of four right-angle positions and bottom template, and steel bar girder or steel mesh reinforcement are fixedly connected with rectangular connecting panels.
Be further used as the improvement of technical solutions of the utility model, bottom template forms concrete floor for being combined with inner concrete after concreting completes.
The beneficial effects of the utility model: the monolithic template assembly structure of this reinforced concrete floor overlaps formation steel mesh reinforcement in length and breadth by skeleton reinforcing steel bar and is connected with bottom template, and the steel bar girder be fixedly connected with bottom template is set in the template of bottom, pass through steel mesh reinforcement, the monolithic concrete floor slab placement structure be connected to form in cement casting process between steel bar girder and bottom template, in this monolithic construction each several part can facilitate respectively assembled complete after lifting construct to job site, this lightweight construction and lifting are easily, site operation flow process can be simplified, and the good integrity of structure.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure schematic diagram;
Fig. 2 is the utility model embodiment steel bar girder coupling part structure sectional view;
Fig. 3 is the utility model embodiment steel mesh reinforcement coupling part structure sectional view;
Fig. 4 is the utility model embodiment steel mesh reinforcement coupling part structure top view;
Fig. 5 is the utility model embodiment steel mesh reinforcement overall structure schematic diagram.
Detailed description of the invention
With reference to Fig. 1 ~ Fig. 5, the utility model is a kind of monolithic template assembly structure of reinforced concrete floor, comprise some being horizontally disposed with and the steel mesh reinforcement that formed of the skeleton reinforcing steel bar 1 overlapped in length and breadth and the bottom template 2 that is positioned at Mulit-point Connection on steel mesh reinforcement bottom described steel mesh reinforcement, described bottom template 2 is also provided with some parallel to each other and steel bar girders 4 that is that be fixedly connected with bottom template 2.
The monolithic template assembly structure of this reinforced concrete floor overlaps formation steel mesh reinforcement in length and breadth by skeleton reinforcing steel bar 1 and is connected with bottom template 2, and the steel bar girder 4 be fixedly connected with bottom template 2 is set in bottom template 2, by steel mesh reinforcement, the monolithic concrete floor slab placement structure be connected to form in cement casting process between steel bar girder 4 and bottom template 2, in this monolithic construction each several part can facilitate respectively assembled complete after lifting construct to job site, this lightweight construction and lifting are easily, site operation flow process can be simplified, and the good integrity of structure.
After the monolithic template assembly of this reinforced concrete floor completes, to be connected with the concrete beam built-in fitting of floor surrounding can to fix this floor slab structure by forming skeleton reinforcing steel bar 1 two ends of steel mesh reinforcement, the contact position of floor slab structure and concrete beam carry out sealing arrange after can be completed the construction of concrete floor by concreting.
As the utility model preferred embodiment, steel bar girder 4 comprises the truss top muscle 42 arranged above in the middle part of muscle 41 at the bottom of the truss of both sides and muscle 41 at the bottom of two truss, carries out Mulit-point Connection at the bottom of each described truss between muscle 41 and truss top muscle 42 by the bending muscle 43 in wavy bending.
As the utility model preferred embodiment, muscle 41 at the bottom of truss is fixedly connected with bottom template 2 with bending muscle 43 tie point.
Steel bar girder 4 can increase steel mesh reinforcement facade space, is convenient in concreting process, the load effect of steel mesh reinforcement in Concrete Structure floor.
As the utility model preferred embodiment, steel mesh reinforcement or steel bar girder 4 are equipped with a hard-wired rectangular connecting panels 5 with the tie point place of bottom template 2, rectangular connecting panels 5 passes through the connection between the fastening bolt realization of four right-angle positions and bottom template 2, and steel bar girder 4 or steel mesh reinforcement are fixedly connected with rectangular connecting panels 5.
As the utility model preferred embodiment, bottom template 2 forms concrete floor for being combined with inner concrete after concreting completes.
Rectangular connecting panels 5 is connected with steel mesh reinforcement or steel bar girder 4 by techniques such as welding, realizes the connection between rectangular connecting panels 5 and bottom template 2 subsequently by fastening bolt 51, thus forms the monolithic formwork structure of integration.
Certainly, the utility model is created and is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the application's claim limited range.
Claims (5)
1. the monolithic template assembly structure of a reinforced concrete floor, it is characterized in that: comprise some being horizontally disposed with and the steel mesh reinforcement that formed of the skeleton reinforcing steel bar overlapped in length and breadth and the bottom template that is positioned at Mulit-point Connection on steel mesh reinforcement bottom described steel mesh reinforcement, described bottom template is also provided with some parallel to each other and steel bar girders that is that be fixedly connected with bottom template.
2. the monolithic template assembly structure of reinforced concrete floor according to claim 1, it is characterized in that: described steel bar girder comprises the truss top muscle arranged above in the middle part of muscle at the bottom of the truss of both sides and muscle at the bottom of two truss, at the bottom of each described truss, between muscle and truss top muscle, carry out Mulit-point Connection by the bending muscle in wavy bending.
3. the monolithic template assembly structure of reinforced concrete floor according to claim 2, is characterized in that: muscle at the bottom of described truss is fixedly connected with bottom template with bending muscle tie point.
4. according to the monolithic template assembly structure of the reinforced concrete floor in claims 1 to 3 described in any one, it is characterized in that: the tie point place of described steel mesh reinforcement or steel bar girder and bottom template is equipped with a hard-wired rectangular connecting panels, described rectangular connecting panels passes through the connection between the fastening bolt realization of four right-angle positions and bottom template, and described steel bar girder or steel mesh reinforcement are fixedly connected with rectangular connecting panels.
5. the monolithic template assembly structure of reinforced concrete floor according to claim 4, is characterized in that: described bottom template forms concrete floor for being combined with inner concrete after concreting completes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520886327.3U CN205153530U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to integral template of reinforced concrete floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520886327.3U CN205153530U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to integral template of reinforced concrete floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153530U true CN205153530U (en) | 2016-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520886327.3U Active CN205153530U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to integral template of reinforced concrete floor |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106032700A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integral template assembling structure of reinforced concrete floor board |
| CN108118808A (en) * | 2018-01-15 | 2018-06-05 | 河南郑大建筑材料有限公司 | A kind of two-sided overlapped shear wall structure of assembled integral and its construction technology |
| CN108222324A (en) * | 2018-01-15 | 2018-06-29 | 河南郑大建筑材料有限公司 | A kind of assembled integral single side overlapped shear wall structure and its construction technology |
-
2015
- 2015-11-06 CN CN201520886327.3U patent/CN205153530U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106032700A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integral template assembling structure of reinforced concrete floor board |
| CN108118808A (en) * | 2018-01-15 | 2018-06-05 | 河南郑大建筑材料有限公司 | A kind of two-sided overlapped shear wall structure of assembled integral and its construction technology |
| CN108222324A (en) * | 2018-01-15 | 2018-06-29 | 河南郑大建筑材料有限公司 | A kind of assembled integral single side overlapped shear wall structure and its construction technology |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |