CN203924472U - A kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure - Google Patents
A kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure Download PDFInfo
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- CN203924472U CN203924472U CN201420230491.4U CN201420230491U CN203924472U CN 203924472 U CN203924472 U CN 203924472U CN 201420230491 U CN201420230491 U CN 201420230491U CN 203924472 U CN203924472 U CN 203924472U
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Abstract
The utility model provides a kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure, the warming plate that comprises the sheet at the center of being arranged at, and the interior page layer of concrete that is fixed on the inner surface of described warming plate, and be fixed on the outer page layer of concrete of the external surface of described warming plate; Between wherein said interior page layer of concrete, warming plate, outer page layer of concrete, interfix.The utility model embodiment can realize the standard component of prefabricated units, and steady quality is reliable, has eliminated the design alteration in construction.The utility model embodiment can make 80% of cast-in-place concrete consumption in construction work change batch production Prefabrication into, thereby the field operation making is reduced to 20%, speed of application improves 1 times, the utility model can embed in advance warming plate in prefabricated wallboard simultaneously, can improve the heat insulation effect of prefabricated panel like this, realize that architectural design is energy-conservation to be reached more than 65%, fire retardant performance is brought up to A level.
Description
Technical field
The utility model relates to building construction technology field, refers to especially a kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure.
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 Japan, American-European assembling technology.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 put into effect the design standard that a series of policy guide Speed-up Establishments promote industrialization of construction industry, member component, the standards system of member production plant, promote the prefabricated assembled concrete that is applicable to suitability for industrialized production, the building systems such as steel work, accelerate development the prefabricated and mounting technology of construction project, improve industrialization of construction industry technology integrated horizontal.The industrialization construction of base that support integrates design, produces, constructs, carries out industrialized building demonstration pilot project.Actively carry out house full trim, encourage New Dwelling once to fit up and put in place or menu mode finishing, promote personalized finishing unified mutually with industrialization finishing.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 technological 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 a kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure rational in infrastructure.
For solving the problems of the technologies described above, embodiment of the present utility model provides a kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure, the warming plate that comprises the sheet at the center of being arranged at, and the interior page layer of concrete that is fixed on the inner surface of described warming plate, and be fixed on the outer page layer of concrete of the external surface of described warming plate; Between wherein said interior page layer of concrete, warming plate, outer page layer of concrete, interfix; Wherein said interior page concrete comprises interior page cage of reinforcement and the concrete of building on described interior page cage of reinforcement, and wherein said interior page cage of reinforcement comprises two-layer reinforced mesh, and described two-layer reinforced mesh is fixed together; Described outer page layer of concrete comprises outer page reinforced mesh and the concrete of building at described outer page reinforced mesh.
As technique scheme preferably, between the two-layer reinforced mesh of wherein said interior page cage of reinforcement, by lateral tie, be fixed together.
As technique scheme preferably, in top and the bottom of described interior page cage of reinforcement, be all provided with respectively at least two dark beam steels that along continuous straight runs extends, and described at least two dark beam steels are fixed together by vertical stirrup.
As technique scheme preferably, comprise four symmetrically arranged dark beam steels, and this vertical stirrup is that a rectangle frame is to be fixed together four dark beam steels.
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 is welded to connect with the inside and outside reinforced mesh of vertical X-shaped the reinforcing bar body that reinforcing bar all becomes to comprise 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.
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 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 described interior page layer of concrete, interfix into an integral body between warming plate, outer page of layer of concrete.
As technique scheme preferably, the thickness of described interior page layer of concrete is greater than the thickness of described outer page layer of concrete.
As technique scheme preferably, the transverse width of described outer page layer of concrete is greater than described interior page layer of concrete and forms extension with the both sides at described interior page layer of concrete.
As technique scheme preferably, described outer page layer of concrete vertically highly equal described interior page layer of concrete.
As technique scheme preferably, in described interior page cage of reinforcement, be provided with the vertical mounting structure connecting reinforcement vertically extending, this vertical mounting structure connecting reinforcement is arranged between the reinforced mesh of described interior page cage of reinforcement.
The beneficial effect of the utility model embodiment is:
The utility model embodiment can realize the standard component of prefabricated units, and steady quality is reliable, has eliminated the design alteration in construction.The utility model embodiment can make 80% of cast-in-place concrete consumption in construction work change batch production Prefabrication into, thereby the field operation making is reduced to 20%, speed of application improves 1 times, the utility model can embed in advance warming plate in prefabricated wallboard simultaneously, can improve the heat insulation effect of prefabricated panel like this, realize that architectural design is energy-conservation to be reached more than 65%, fire retardant performance is brought up to A level.
Accompanying drawing explanation
Fig. 1 is that sectional view is looked on a left side for the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure 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;
Fig. 6 is the upwarding cutaway view 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, vertical mounting structure connecting reinforcement;
7: outer page layer of concrete;
8, interior page layer of concrete;
9, lateral tie;
10, vertical stirrup;
11, dark beam steel.
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 reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure of the utility model embodiment, its structure is as shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, the warming plate 5 that comprises the sheet at the center of being arranged at, and the interior page layer of concrete 8 that is fixed on the inner surface of described warming plate 5, and be arranged at the outer page layer of concrete 7 of the external surface of described warming plate 5; Between wherein said interior page layer of concrete 8, warming plate 5, outer page layer of concrete 7, interfix.Wherein, as shown in Figure 1, Figure 2, shown in Fig. 5, Fig. 6, interior page concrete 3 comprises interior page cage of reinforcement 2 and the concrete of building on described interior page cage of reinforcement 2, and wherein said interior page cage of reinforcement 2 comprises two-layer reinforced mesh, and described two-layer reinforced mesh is fixed together.Described outer page layer of concrete 7 comprises outer page reinforced mesh 1 and the concrete of building at described outer page reinforced mesh 1.
As shown in Figure 1 and Figure 2, between the reinforced mesh of wherein said interior page cage of reinforcement 2, by lateral tie 9, be fixed together.
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 respectively at least two dark beam steels 11 that along continuous straight runs extends, and described dark beam steel 11 is fixed together by vertical stirrup 10.Concrete, in embodiment as shown in Figure 1 and Figure 2, at top and bottom, be all provided with separately 4 symmetrically arranged dark beam steels 11, and this vertical stirrup 10 is that a rectangle frame is to be fixed together four dark beam steels 11.The concreting that so just can come up on dark beam steel 11 and the basis of interior page cage of reinforcement 2 forms interior page layer of concrete 8.
As shown in Figure 1, Figure 2, shown in Fig. 5, Fig. 6, 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 is welded to connect with the inside and outside reinforced mesh of vertical X-shaped the reinforcing bar body that reinforcing bar 4 all becomes to comprise 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 described interior page layer of concrete 8, interfix into an integral body between warming plate 5, outer page of layer of concrete 7.
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 1 and Figure 2, the thickness of described interior page layer of concrete 8 is greater than the thickness of described outer page layer of concrete 7.As shown in Figure 5, Figure 6, the transverse width of described outer page layer of concrete 7 is greater than described interior page layer of concrete 8 and forms extension with the both sides at described interior page layer of concrete 8.As shown in Figure 1 and Figure 2, described outer page layer of concrete 7 vertically highly equals described interior page layer of concrete 8.
As shown in Figure 5, Figure 6, in described interior page cage of reinforcement 2, be provided with the vertical mounting structure connecting reinforcement 6 vertically extending, this vertical mounting structure connecting reinforcement 6 is arranged between the reinforced mesh of described interior page cage of reinforcement 2.Concrete, on the distance warming plate 5 that described vertical mounting structure connecting reinforcement 6 is fixed on interior page cage of reinforcement 2 reinforced mesh farthest.
The utility model embodiment can realize the standard component of prefabricated units, and steady quality is reliable, 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, can improve like this heat insulation effect of prefabricated panel.
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 reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure, it is characterized in that, comprise the warming plate of the sheet at the center of being arranged at, and the interior page layer of concrete that is fixed on the inner surface of described warming plate, and be fixed on the outer page layer of concrete of the external surface of described warming plate; Between wherein said interior page layer of concrete, warming plate, outer page layer of concrete, interfix; Wherein said interior page concrete comprises interior page cage of reinforcement and the concrete of building on described interior page cage of reinforcement, and wherein said interior page cage of reinforcement comprises two-layer reinforced mesh, and described two-layer reinforced mesh is fixed together; Described outer page layer of concrete comprises outer page reinforced mesh and the concrete of building at described outer page reinforced mesh.
2. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 1, is characterized in that, between the two-layer reinforced mesh of wherein said interior page cage of reinforcement, by lateral tie, is fixed together.
3. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 1, it is characterized in that, top and bottom at described interior page cage of reinforcement are all provided with respectively at least two dark beam steels that along continuous straight runs extends, and described at least two dark beam steels are fixed together by vertical stirrup.
4. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 3, is characterized in that, comprises four symmetrically arranged dark beam steels, and this vertical stirrup is that a rectangle frame is to be fixed together four dark beam steels.
5. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure 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 is welded to connect with the inside and outside reinforced mesh of vertical X-shaped the reinforcing bar body that reinforcing bar all becomes to comprise 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.
6. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 5, it 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 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 described interior page layer of concrete, interfix into an integral body between warming plate, outer page of layer of concrete.
7. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 1, is characterized in that, the thickness of described interior page layer of concrete is greater than the thickness of described outer page layer of concrete.
8. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 1, it is characterized in that, the transverse width of described outer page layer of concrete is greater than described interior page layer of concrete and forms extension with the both sides at described interior page layer of concrete.
9. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 1, is characterized in that, described outer page layer of concrete vertically highly equal described interior page layer of concrete.
10. the reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure according to claim 1, it is characterized in that, in described interior page cage of reinforcement, be provided with the vertical mounting structure connecting reinforcement vertically extending, this vertical mounting structure connecting reinforcement is arranged between the reinforced mesh of described interior page cage of reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420230491.4U CN203924472U (en) | 2014-05-07 | 2014-05-07 | A kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420230491.4U CN203924472U (en) | 2014-05-07 | 2014-05-07 | A kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure |
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| CN203924472U true CN203924472U (en) | 2014-11-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420230491.4U Expired - Fee Related CN203924472U (en) | 2014-05-07 | 2014-05-07 | A kind of reinforced concrete prefabricated compound external wall panel for load-bearing shear wall structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064610A (en) * | 2015-08-19 | 2015-11-18 | 南通科达建材股份有限公司 | LED external wallboard prefabricated part |
| CN106182360A (en) * | 2016-09-21 | 2016-12-07 | 北京市燕通建筑构件有限公司 | A kind of light-duty side form system produced for precast concrete wall panel |
| CN107575033A (en) * | 2017-09-09 | 2018-01-12 | 中国二十二冶集团有限公司 | Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method |
| CN107989253A (en) * | 2017-11-01 | 2018-05-04 | 重庆欧冠钢结构有限公司 | Prefabricated mixed structure wallboard and its manufacture method with insulation free posing |
| CN108086589A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body, prefabricated unit body, building system and its construction method |
| CN108086482A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body with active connection and with its building system |
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
-
2014
- 2014-05-07 CN CN201420230491.4U patent/CN203924472U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064610A (en) * | 2015-08-19 | 2015-11-18 | 南通科达建材股份有限公司 | LED external wallboard prefabricated part |
| CN106182360A (en) * | 2016-09-21 | 2016-12-07 | 北京市燕通建筑构件有限公司 | A kind of light-duty side form system produced for precast concrete wall panel |
| CN108086589A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body, prefabricated unit body, building system and its construction method |
| CN108086482A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body with active connection and with its building system |
| CN107575033A (en) * | 2017-09-09 | 2018-01-12 | 中国二十二冶集团有限公司 | Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method |
| CN107989253A (en) * | 2017-11-01 | 2018-05-04 | 重庆欧冠钢结构有限公司 | Prefabricated mixed structure wallboard and its manufacture method with insulation free posing |
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
| CN110080455B (en) * | 2019-06-06 | 2023-10-03 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Prefabricated shear wall, connecting node and construction method thereof |
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| Date | Code | Title | Description |
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| 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 |