CN203924497U - The cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab - Google Patents
The cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab Download PDFInfo
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- CN203924497U CN203924497U CN201420231571.1U CN201420231571U CN203924497U CN 203924497 U CN203924497 U CN 203924497U CN 201420231571 U CN201420231571 U CN 201420231571U CN 203924497 U CN203924497 U CN 203924497U
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- reinforcement
- cage
- reinforced mesh
- warming plate
- reinforcing bar
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Abstract
The utility model provides the cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab, the warming plate that comprises the sheet at the center of being arranged at, and the interior page cage of reinforcement that is fixed on the inner surface of described warming plate, and be fixed on the outer page reinforced mesh of the external surface of described warming plate; Wherein said interior page cage of reinforcement comprises at least two-layer reinforced mesh, and is fixed together between described reinforced mesh; And interfix between described interior page cage of reinforcement, warming plate, outer page reinforced mesh.The utility model embodiment can ensure that the prefabricated units in housing industrialization realize standardization manufacture, has eliminated the design alteration in construction.The utility model embodiment can make construction work realize 80% batch production production, thereby the field operation making is reduced to 20%, and speed of application improves 1 times.The utility model can embed in advance warming plate in prefabricated wallboard simultaneously, and such prefabricated panel building energy conservation reaches more than 65%, and fireproof performance improves A level.
Description
Technical field
The utility model relates to building construction technology field, refers to especially a kind of reinforced concrete prefabricated composite out-fitting wallboard for frame construction.
Background technology
As far back as eighties of last century, China's fifties just brings into use assembled architecture, but assembled architecture technology slower development always is at home backward in technique in world standard.8 departments of State Council in 2009 dispatch a joint document and announce to start in China scientific research and demonstration and the popularization of assembled architecture comprehensively, the General Office of the State Council is about forwarding State Development and Reform Commission, the notice [(203) number are sent out by the Office of the State Council] of house town and country construction portion green building action scheme, the departments such as house town and country construction want Speed-up Establishment to promote the design of industrialization of construction industry, construction, the standards system of the links such as component production, promote the design of prefabricated units, manufacture, construction component, standardization, to change to industrialized batch production, with batch production manufacturing process, reducing costs the alternative current construction work of method is labour intensive situation, solve the rising of housing price problem that cost of labor rise problem is brought, promote to be applicable to the prefabricated and assembling construction technology of the prefabricated assembled concrete of suitability for industrialized production, improve industrialization of construction industry technology integrated horizontal.The industrialization construction of base that support integrates design, produces, constructs, actively carry out house full trim, encourage New Dwelling once to fit up and put in place or menu mode finishing, promoting personalized finishing and industrialization to fit up the unified housing industrialization that promotes mutually accelerates development, change China's housing industrialization than Japan, the American-European present situation that falls behind 30 years, assembled architecture technical development just becomes act of state like this, and only having act of state just can make assembled architecture technology is that new development is made in Chinese industry progress.
But the unreasonable structure of existing prefabricated building, member manufacturing process innovative point is on the low side, component assembling construction process innovation point starting point is low, cause construction cost higher than current in use technology, therefore need higher level creativity and innovation to support the rapid and healthy of housing industrialization.
Utility model content
The technical problems to be solved in the utility model is to provide the cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab rational in infrastructure.
For solving the problems of the technologies described above, embodiment of the present utility model provides the cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab, the warming plate that comprises the sheet at the center of being arranged at, and the interior page cage of reinforcement that is fixed on the inner surface of described warming plate, and be fixed on the outer page reinforced mesh of the external surface of described warming plate; Wherein said interior page cage of reinforcement comprises at least two-layer reinforced mesh, and is fixed together between described reinforced mesh; And interfix between described interior page cage of reinforcement, warming plate, outer page reinforced mesh.
As technique scheme preferably, in top and the bottom of described interior page cage of reinforcement, be all provided with at least two crossbeam reinforcing bars that along continuous straight runs extends, and described crossbeam reinforcing bar is fixed together by stirrup.
As technique scheme preferably, be provided with four symmetrically arranged crossbeam reinforcing bars, and this stirrup is that a rectangle frame is to be fixed together four crossbeam reinforcing bars.
As technique scheme preferably, between interior page cage of reinforcement and outer page reinforced mesh by horizontal X shape inside and outside reinforced mesh be welded to connect reinforcing bar and vertically inside and outside X-shaped reinforced mesh be welded to connect reinforcing bar and be connected; The inside and outside reinforced mesh of wherein said horizontal X shape is welded to connect reinforcing bar and the inside and outside reinforced mesh of vertical X-shaped is welded to connect the reinforcing bar body that reinforcing bar all comprises X-shaped, and the two ends of the reinforcing bar body of described X-shaped are separately fixed on described interior page cage of reinforcement and outer page reinforced mesh.Wherein, the inside and outside reinforced mesh of this horizontal X shape is welded to connect reinforcing bar and the inside and outside reinforced mesh of vertical X-shaped and is welded to connect after reinforcing bar all penetrates described warming plate and is fixed on described interior page cage of reinforcement and outer page reinforced mesh, with will interior page cage of reinforcement, interfix into an integral body between warming plate, outer page reinforced mesh.
As technique scheme preferably, described outer page reinforced mesh by reinforced mesh inside and outside horizontal X shape be welded to connect reinforced mesh inside and outside reinforcing bar and vertical X-shaped be welded to connect reinforcing bar and interior page of cage of reinforcement a slice reinforced mesh of close warming plate fix.
As technique scheme preferably, the inside and outside reinforced mesh of described horizontal X shape is welded to connect reinforcing bar and the inside and outside reinforced mesh of vertical X-shaped is welded to connect the alternate setting of reinforcing bar.
As technique scheme preferably, described interior page cage of reinforcement and outer page reinforced mesh all comprise sheet noumenon, and on described sheet noumenon, are provided with opening to form window.
As technique scheme preferably, the transverse width of described outer page reinforced mesh is greater than described interior page cage of reinforcement and forms extension with the both sides at described interior page cage of reinforcement.
As technique scheme preferably, described outer page reinforced mesh vertically highly equal described interior page cage of reinforcement.
As technique scheme preferably, also comprise the vertical mounting structure connecting reinforcement vertically extending, described vertical mounting structure connecting reinforcement is fixed on interior page cage of reinforcement.
The beneficial effect of the utility model embodiment is:
The utility model embodiment can ensure that the prefabricated units in housing industrialization realize standardization manufacture, has eliminated the design alteration in construction.The utility model embodiment can make construction work realize 80% batch production production, thereby the field operation making is reduced to 20%, and speed of application improves 1 times.The utility model can embed in advance warming plate in prefabricated wallboard simultaneously, and such prefabricated panel building energy conservation reaches more than 65%, and fireproof performance improves A level.
Accompanying drawing explanation
Fig. 1 is that sectional view is looked on a left side for the cage of reinforcement with warming plate that uses in the prefabricated composite shear wall slab of the utility model embodiment;
Fig. 2 is that sectional view is looked on the right side of Fig. 1;
Fig. 3 is that the master of Fig. 1 looks sectional view;
Fig. 4 is the backsight sectional view of Fig. 1;
Fig. 5 is the vertical view cutaway drawing of Fig. 1.
[main description of reference numerals]
1, outer page reinforced mesh:
2, interior page cage of reinforcement:
3, the inside and outside reinforced mesh of horizontal X shape is welded to connect reinforcing bar
4, the inside and outside reinforced mesh of vertical X-shaped is welded to connect reinforcing bar;
5, warming plate;
6, stirrup;
7, crossbeam reinforcing bar;
8, vertical mounting structure connecting reinforcement.
The specific embodiment
For making the technical problems to be solved in the utility model, technical scheme and advantage clearer, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
The cage of reinforcement with warming plate using in the prefabricated composite shear wall slab of the utility model embodiment, its structure is as shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, the warming plate 5 that comprises the sheet at the center of being arranged at, and the interior page cage of reinforcement 2 that is fixed on the inner surface of described warming plate 5, and be fixed on the outer page reinforced mesh 1 of the external surface of described warming plate 5.As shown in Figure 1, Figure 2, Figure 5, wherein said interior page cage of reinforcement 2 comprises at least two-layer reinforced mesh, and is fixed together between described reinforced mesh.And interfix between described interior page cage of reinforcement 2, warming plate 5, outer page reinforced mesh 1.
Wherein, as shown in Figure 1 and Figure 2, in top and the bottom of described interior page cage of reinforcement 2, be all provided with at least two crossbeam reinforcing bars 7 that along continuous straight runs extends, and described crossbeam reinforcing bar 7 is fixed together by stirrup 6.Concrete, in embodiment as shown in Figure 1 and Figure 2, at top and bottom, be all provided with separately 4 symmetrically arranged crossbeam reinforcing bars 7, and this stirrup 6 is that a rectangle frame is to be fixed together four crossbeam reinforcing bars 7.The concreting that so just can come up on crossbeam reinforcing bar 7 and the basis of interior page cage of reinforcement 2 forms interior page cage of reinforcement.
As shown in Figure 1, Figure 2, Figure 5, between interior page cage of reinforcement 2 and outer page reinforced mesh 1 by horizontal X shape inside and outside reinforced mesh be welded to connect reinforcing bar 3 and vertically inside and outside X-shaped reinforced mesh be welded to connect reinforcing bar 4 and be connected; The inside and outside reinforced mesh of wherein said horizontal X shape is welded to connect reinforcing bar 3 and the inside and outside reinforced mesh of vertical X-shaped is welded to connect the reinforcing bar body that reinforcing bar 4 all comprises X-shaped, and the two ends of the reinforcing bar body of described X-shaped are separately fixed on described interior page cage of reinforcement 2 and outer page reinforced mesh 1.Wherein, the inside and outside reinforced mesh of this horizontal X shape is welded to connect reinforcing bar 3 and the inside and outside reinforced mesh of vertical X-shaped and is welded to connect after reinforcing bar 4 all penetrates described warming plate 5 and is fixed on described interior page cage of reinforcement 2 and outer page reinforced mesh 1, with will interior page cage of reinforcement 2, interfix into an integral body between warming plate 5, outer page reinforced mesh 1.Because this interior page cage of reinforcement 2 comprises at least two-layer reinforced mesh, so this outer page reinforced mesh 1 can be welded to connect inside and outside reinforcing bar 3 and vertical X-shaped reinforced mesh by reinforced mesh inside and outside horizontal X shape and is welded to connect reinforcing bar 4 and fixes with a slice reinforced mesh of the most close warming plate 5.Concrete, the inside and outside reinforced mesh of described horizontal X shape is welded to connect reinforcing bar 3 and the inside and outside reinforced mesh of vertical X-shaped is welded to connect the alternate setting of reinforcing bar 4.
As shown in Figure 3, Figure 4, described interior page cage of reinforcement 2 and outer page reinforced mesh 1 all comprise sheet noumenon, and on described sheet noumenon, are provided with opening to form window.
As shown in Figure 5, the transverse width of described outer page reinforced mesh is greater than described interior page cage of reinforcement and forms extension with the both sides at described interior page cage of reinforcement.As shown in Figure 1 and Figure 2, described outer page reinforced mesh vertically highly equals described interior page cage of reinforcement.
As shown in Figure 5, also comprise the vertical mounting structure connecting reinforcement 8 vertically extending, described vertical mounting structure connecting reinforcement 8 is fixed on interior page cage of reinforcement 2.Concrete, on the distance warming plate 5 that described vertical mounting structure connecting reinforcement 8 is fixed on interior page cage of reinforcement 2 reinforced mesh farthest.
The utility model embodiment can ensure that the prefabricated units in housing industrialization realize standardization manufacture, has eliminated the design alteration in construction.The utility model embodiment can make construction work realize 80% batch production production, thereby the field operation making is reduced to 20%, and speed of application improves 1 times.The utility model can embed in advance warming plate in prefabricated wallboard simultaneously, and such prefabricated panel building energy conservation reaches more than 65%, and fireproof performance improves A level.
The above is preferred embodiment of the present utility model; should be understood that; middle-and-high-ranking technician for the art; do not departing under the prerequisite of principle described in the utility model; can also make some improvements and modifications; these improvements and modifications are exhibition results before the certainty in our utility model, also should be considered as protection domain of the present utility model.
Claims (10)
1. the cage of reinforcement with warming plate using in a prefabricated composite shear wall slab, it is characterized in that, comprise the warming plate of the sheet at the center of being arranged at, and the interior page cage of reinforcement that is fixed on the inner surface of described warming plate, and be fixed on the outer page reinforced mesh of the external surface of described warming plate; Wherein said interior page cage of reinforcement comprises at least two-layer reinforced mesh, and is fixed together between described reinforced mesh; And interfix between described interior page cage of reinforcement, warming plate, outer page reinforced mesh.
2. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 1, it is characterized in that, top and bottom at described interior page cage of reinforcement are all provided with at least two crossbeam reinforcing bars that along continuous straight runs extends, and described crossbeam reinforcing bar is fixed together by stirrup.
3. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 2, is characterized in that, is provided with four symmetrically arranged crossbeam reinforcing bars, and this stirrup is that a rectangle frame is to be fixed together four crossbeam reinforcing bars.
4. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 1, it is characterized in that, between interior page cage of reinforcement and outer page reinforced mesh by horizontal X shape inside and outside reinforced mesh be welded to connect reinforcing bar and vertically inside and outside X-shaped reinforced mesh be welded to connect reinforcing bar and be connected; The inside and outside reinforced mesh of wherein said horizontal X shape is welded to connect reinforcing bar and the inside and outside reinforced mesh of vertical X-shaped is welded to connect the reinforcing bar body that reinforcing bar all comprises X-shaped, and the two ends of the reinforcing bar body of described X-shaped are separately fixed on described interior page cage of reinforcement and outer page reinforced mesh; Wherein, the inside and outside reinforced mesh of this horizontal X shape is welded to connect reinforcing bar and the inside and outside reinforced mesh of vertical X-shaped and is welded to connect after reinforcing bar all penetrates described warming plate and is fixed on described interior page cage of reinforcement and outer page reinforced mesh, with will interior page cage of reinforcement, interfix into an integral body between warming plate, outer page reinforced mesh.
5. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 4, it is characterized in that, described outer page reinforced mesh by reinforced mesh inside and outside horizontal X shape be welded to connect reinforced mesh inside and outside reinforcing bar and vertical X-shaped be welded to connect reinforcing bar and interior page of cage of reinforcement a slice reinforced mesh of close warming plate fix.
6. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 4, is characterized in that, the inside and outside reinforced mesh of described horizontal X shape is welded to connect reinforcing bar and the inside and outside reinforced mesh of vertical X-shaped is welded to connect the alternate setting of reinforcing bar.
7. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 1, is characterized in that, described interior page cage of reinforcement and outer page reinforced mesh all comprise sheet noumenon, and on described sheet noumenon, are provided with opening to form window.
8. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 1, is characterized in that, the transverse width of described outer page reinforced mesh is greater than described interior page cage of reinforcement and forms extension with the both sides at described interior page cage of reinforcement.
9. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 1, is characterized in that, described outer page reinforced mesh vertically highly equal described interior page cage of reinforcement.
10. the cage of reinforcement with warming plate using in prefabricated composite shear wall slab according to claim 1, it is characterized in that, also comprise the vertical mounting structure connecting reinforcement vertically extending, described vertical mounting structure connecting reinforcement is fixed on interior page cage of reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420231571.1U CN203924497U (en) | 2014-05-07 | 2014-05-07 | The cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420231571.1U CN203924497U (en) | 2014-05-07 | 2014-05-07 | The cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203924497U true CN203924497U (en) | 2014-11-05 |
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ID=51820347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420231571.1U Expired - Fee Related CN203924497U (en) | 2014-05-07 | 2014-05-07 | The cage of reinforcement with warming plate using in a kind of prefabricated composite shear wall slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203924497U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381938A (en) * | 2016-11-18 | 2017-02-08 | 张洪波 | Self-bearing heat-insulating integrated system for existing building and construction method |
| CN107700697A (en) * | 2017-09-27 | 2018-02-16 | 刘国红 | A kind of exterior wall prefabricated construction |
-
2014
- 2014-05-07 CN CN201420231571.1U patent/CN203924497U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381938A (en) * | 2016-11-18 | 2017-02-08 | 张洪波 | Self-bearing heat-insulating integrated system for existing building and construction method |
| CN107700697A (en) * | 2017-09-27 | 2018-02-16 | 刘国红 | A kind of exterior wall prefabricated construction |
| CN107700697B (en) * | 2017-09-27 | 2019-04-19 | 刘国红 | A kind of exterior wall prefabricated construction |
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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: 20141105 Termination date: 20170507 |