CN204081137U - Assembling close rib hollow shear wall structure system - Google Patents
Assembling close rib hollow shear wall structure system Download PDFInfo
- Publication number
- CN204081137U CN204081137U CN201420549270.3U CN201420549270U CN204081137U CN 204081137 U CN204081137 U CN 204081137U CN 201420549270 U CN201420549270 U CN 201420549270U CN 204081137 U CN204081137 U CN 204081137U
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- Prior art keywords
- shear wall
- prefabricated mesh
- close rib
- reinforcing cage
- structure system
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 49
- 210000003205 muscle Anatomy 0.000 claims abstract description 38
- 238000005452 bending Methods 0.000 claims abstract description 12
- 239000011440 grout Substances 0.000 claims description 18
- 229920002472 Starch Polymers 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 235000019698 starch Nutrition 0.000 claims description 4
- 239000008107 starch Substances 0.000 claims description 4
- 230000010485 coping Effects 0.000 claims description 2
- 238000010008 shearing Methods 0.000 claims description 2
- 230000006872 improvement Effects 0.000 description 8
- 239000000203 mixture Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of assembling close rib hollow shear wall structure system, comprise: prefabricated mesh shear wall and reinforcing cage, described prefabricated mesh shear wall and described reinforcing cage are spaced in the horizontal direction, be embedded with the girt strip muscle extended in the horizontal direction in described prefabricated mesh shear wall, the end of described girt strip muscle is stretched out described prefabricated mesh shear wall and is formed with outwards bending with the syndeton be connected with described reinforcing cage.Assembling of the present utility model close rib hollow shear wall structure system, by prefabricated mesh shear wall being stretched out in the end of the girt strip muscle be embedded in prefabricated mesh shear wall and being formed with outwards bending with the syndeton be connected with reinforcing cage, like this, just can after reinforcing cage be in place, again the syndeton of girt strip muscle is bent inwards and carry out colligation with the perpendicular muscle of reinforcing cage and fix, concreting is carried out to reinforcing cage and forms column.Solve in prior art, the girt strip muscle of prefabricated mesh shear wall cannot through the problem of the perpendicular muscle of reinforcing cage.
Description
Technical field
The utility model relates to the realm of building construction, refers in particular to a kind of assembling close rib hollow shear wall structure system.
Background technology
Assembled integral shear wall structure meets the resources conservation proposed in China " 12 " planning, eco-friendly social desirability, is one of effective way realizing building energy conservation reduction of discharging and housing industrialization.In recent years, country puts into effect successively to the policy guidance of assembled-type house and preferential policy, and fabricated shear wall structure obtains large development.The basic ideas of assembled integral shear wall structure are that the component of building structure is divided into many unit, then build shaping in factory for prefabrication or precasting yard to each unit, be transported to job site more in place by mechanical hoisting, the fabricated shear wall structure finally utilizing wet type to be formed by connecting.Assembled integral shear wall structure is because its good globality, rigidity are large, bearing capacity advantages of higher is used widely in high-rise fabricated construction.
Traditional assembled integral shear wall structure as shown in Figure 1, wherein, is provided with reinforcing cage 80 between two pieces of adjacent prefabricated mesh shear walls 70, by forming concrete column to reinforcing cage 80 concreting between adjacent two pieces of prefabricated mesh shear walls 70.But, shown in composition graphs 2, because the girt strip muscle 710 arranged in prefabricated mesh shear wall 70 is straight, the part 711 that girt strip muscle 710 stretches out prefabricated mesh shear wall 70 is closed types, therefore through the perpendicular muscle of reinforcing cage 80, reinforcing bar binding difficulty between prefabricated mesh shear wall 70 and reinforcing cage 80 cannot be caused.
In addition, traditional assembled integral shear wall structure, remains in following defect: the amount of concrete the first, consumed is large, need cut into a mountain for quarrying in a large number and pick up and wash the sand, heavy damage ecological environment; The second, material therefor is single, node connection reliability is poor, and structural integrity is poor, and structural system lacks multi-way prevention earth-quake resistant mechanism, is difficult to meet the force request under course under cyclic loading; Three, structure does not reach Ductility Design by carrying out disperse crack of consuming energy uniformly, causes the waste of material and unreasonable utilization.
Utility model content
Because the problem of reinforcing bar binding difficulty between prefabricated mesh shear wall and reinforcing cage in above-mentioned prior art, the utility model provides a kind of assembling close rib hollow shear wall structure system, comprising:
Prefabricated mesh shear wall and reinforcing cage, described prefabricated mesh shear wall and described reinforcing cage are spaced in the horizontal direction, be embedded with the girt strip muscle extended in the horizontal direction in described prefabricated mesh shear wall, the end of described girt strip muscle is stretched out described prefabricated mesh shear wall and is formed with outwards bending with the syndeton be connected with described reinforcing cage.
Assembling of the present utility model close rib hollow shear wall structure system, by prefabricated mesh shear wall being stretched out in the end of the girt strip muscle be embedded in prefabricated mesh shear wall and being formed with outwards bending with the syndeton be connected with reinforcing cage, like this, just can after reinforcing cage be in place, again the syndeton of girt strip muscle is bent inwards and carry out colligation with the perpendicular muscle of reinforcing cage and fix, then concreting is carried out to reinforcing cage form column.Solve in prior art, the girt strip muscle of prefabricated mesh shear wall cannot through the problem of the perpendicular muscle of reinforcing cage.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, described syndeton comprises bending segment and is formed at the hook section of holding of described bending segment end.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, the quantity of described girt strip muscle is multiple, be one group by two vertically to lay equally spacedly in described prefabricated mesh shear wall, and the overbending direction being laid in the syndeton of two described girt strip muscle in same level is contrary.By arranging two contrary girt strip muscle of overbending direction in same level, the colligation of reinforcing cage can be made more firm.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, described prefabricated mesh shear wall is matsurface near two the first side walls of described reinforcing cage.The contact area between prefabricated mesh shear wall and the column of having built can be increased, increase the overall steadiness of structure.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, described two the first side walls are all formed with horse tooth trough.The contact area between prefabricated mesh shear wall and the column of having built can be increased equally, increase the overall steadiness of structure.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, described girt strip muscle is embedded in the position of corresponding described horse tooth trough in described prefabricated mesh shear wall, and described syndeton is formed on described horse tooth trough.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, described prefabricated mesh shear wall top is also connected with crossbeam, described prefabricated mesh shearing coping is embedded with grout sleeve, on described prefabricated mesh shear wall relative to the second sidewall of described the first side wall offers communicate with the inside of described grout sleeve enter to starch hole and slurry outlet, be embedded with the dowel vertically extended in described crossbeam, the end of described dowel is stretched out described crossbeam and is plugged in described grout sleeve.By being in the milk in grout sleeve crossbeam being fixedly connected with prefabricated mesh shear wall, the connection between crossbeam and prefabricated mesh shear wall can be made more firm.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, the bottom of described grout sleeve is formed with threaded end, be embedded with the reinforcing bar vertically extended in described prefabricated mesh shear wall, described reinforcing bar is bolted in described threaded end.
The further improvement of the utility model assembling close rib hollow shear wall structure system is, end face and the bottom surface of described prefabricated mesh shear wall are matsurface.The contact area between prefabricated mesh shear wall and crossbeam can be increased, increase the overall steadiness of structure.
Accompanying drawing explanation
Fig. 1 is traditional assembled integral shear wall structure schematic diagram.
Fig. 2 is prefabricated mesh shear wall in Fig. 1 and the top plan view between reinforcing cage.
Fig. 3 is the schematic perspective view of the utility model assembling close rib hollow shear wall structure system.
Fig. 4 is the top plan view before the prefabricated mesh shear wall in Fig. 3 is connected with reinforcing cage.
Fig. 5 is the top plan view after the prefabricated mesh shear wall in Fig. 4 is connected with reinforcing cage.
Fig. 6 is the schematic perspective view of the preferred embodiment of the prefabricated mesh shear wall of the utility model assembling close rib hollow shear wall structure system.
Fig. 7 is the schematic perspective view of the preferred embodiment of the utility model assembling close rib hollow shear wall structure system.
Fig. 8 is the sectional view after the prefabricated mesh shear wall in Fig. 7 is connected with crossbeam.
Fig. 9 is the sectional view before the prefabricated mesh shear wall in Fig. 8 is connected with crossbeam.
Figure 10 is the sectional view after the prefabricated mesh shear wall in Fig. 8 is connected with crossbeam.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Fig. 3 is the schematic perspective view of the utility model assembling close rib hollow shear wall structure system, coordinates referring to Fig. 3, and assembling of the present utility model close rib hollow shear wall structure system, comprising:
Prefabricated mesh shear wall 10 and reinforcing cage 20, prefabricated mesh shear wall 10 and reinforcing cage 20 are spaced in the horizontal direction, shown in composition graphs 4, be embedded with the girt strip muscle 110 extended in the horizontal direction in prefabricated mesh shear wall 10, the end of girt strip muscle 110 is stretched out prefabricated mesh shear wall 10 and is formed with outside bent with the syndeton 111 be connected with reinforcing cage 20.Preferably, prefabricated mesh shear wall 10 is rectangular wall body, and reinforcing cage 20 is rectangle reinforcing cage, and the syndeton 111 of girt strip muscle 110 comprises bending segment 112 and is formed at the hook section of holding 113 of bending segment 112 end.Further, the quantity of girt strip muscle 110 is multiple, and be one group by two and vertically lay equally spacedly in prefabricated mesh shear wall 10, and the overbending direction being laid in the syndeton 111 of two girt strip muscle 110 in same level is contrary, like this can be more firm when assembling reinforcement cage 20.
Consult shown in Fig. 5, assembling of the present utility model close rib hollow shear wall structure system, by prefabricated mesh shear wall 10 being stretched out in the end of the girt strip muscle 110 be embedded in prefabricated mesh shear wall 10 and being formed with outwards bending with the syndeton 111 be connected with reinforcing cage 20, like this, just can after reinforcing cage 20 be in place, the syndeton 111 of girt strip muscle 110 is bent inwards and carries out colligation again and fix after hooking the section of holding 113 and hooking the perpendicular muscle of tight reinforcing cage 20, then concreting is carried out to reinforcing cage 20 form column.Solve in prior art, the girt strip muscle of prefabricated mesh shear wall cannot through the problem of the perpendicular muscle of reinforcing cage.
Consult shown in Fig. 6, preferably, the prefabricated mesh shear wall 10 of assembling of the present utility model close rib hollow shear wall structure system is matsurface near two the first side walls 120 of reinforcing cage 20, and two the first side walls 120 are all formed with horse tooth trough 121.And girt strip muscle 110 is embedded in the position of corresponding horse tooth trough 121 in prefabricated mesh shear wall 10, the syndeton 111 of girt strip muscle 110 is formed on horse tooth trough 121.Like this, the contact area between prefabricated mesh shear wall 10 and the column of having built can be increased, increase the overall steadiness of structure.
Consult shown in Fig. 7, in a preferred embodiment of assembling of the present utility model close rib hollow shear wall structure system, the top of prefabricated mesh shear wall 10 is also connected with crossbeam 30.
Consult shown in Fig. 8 and Fig. 9, the top of prefabricated mesh shear wall 10 is evenly embedded with grout sleeve 130, on prefabricated mesh shear wall 10 relative to the second sidewall of the first side wall 120 offers communicate with the inside of grout sleeve 130 enter to starch hole 140 and slurry outlet 150, be embedded with the dowel 310 vertically extended in crossbeam 30, the end of dowel 310 is stretched out crossbeam 30 and is plugged in grout sleeve 130.Preferably, the bottom of grout sleeve 130 is formed with threaded end 131, in prefabricated mesh shear wall, 10 are also evenly embedded with the reinforcing bar 160 vertically extended, and reinforcing bar 160 is bolted in the threaded end 131 of grout sleeve 130, can increase the overall steadiness of structure.In addition, again shown in composition graphs 6, end face 170 and the bottom surface of prefabricated mesh shear wall 10 are also matsurface, like this, can increase the contact area between prefabricated mesh shear wall 10 and crossbeam 30, increase the overall steadiness of structure.
Consult shown in Figure 10, when prefabricated mesh shear wall 10 is connected with crossbeam 30, first the dowel 310 of crossbeam 30 is plugged in the grout sleeve 130 of prefabricated mesh shear wall 10, again on prefabricated mesh shear wall 10 enter to starch in hole 140 and slurry outlet 150 plugs pulp-entering pipe 180 and outlet pipe 190 respectively, be in the milk in grout sleeve 130 by pulp-entering pipe 180, grout sleeve 130 is fixedly connected with the dowel 310 of crossbeam 30, and then prefabricated mesh shear wall 10 is fixedly connected with crossbeam 30.After in grout sleeve 130, grouting fills, mortar is flowed out by outlet pipe 190, stops grouting, and it is floating pulp-entering pipe 180 and outlet pipe 190 to be excised rear shutoff, completes the connection of prefabricated mesh shear wall 10 and crossbeam 30.By the mode of grouting, prefabricated mesh shear wall 10 is fixedly connected with crossbeam 30, the connection between prefabricated mesh shear wall 10 and crossbeam 30 can be made more firm.
The above is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, not departing from the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (9)
1. an assembling close rib hollow shear wall structure system, is characterized in that, comprising:
Prefabricated mesh shear wall and reinforcing cage, described prefabricated mesh shear wall and described reinforcing cage are spaced in the horizontal direction, be embedded with the girt strip muscle extended in the horizontal direction in described prefabricated mesh shear wall, the end of described girt strip muscle is stretched out described prefabricated mesh shear wall and is formed with outwards bending with the syndeton be connected with described reinforcing cage.
2. assembling close rib hollow shear wall structure system as claimed in claim 1, it is characterized in that, described syndeton comprises bending segment and is formed at the hook section of holding of described bending segment end.
3. assembling close rib hollow shear wall structure system as claimed in claim 1, it is characterized in that, the quantity of described girt strip muscle is multiple, be one group by two vertically to lay equally spacedly in described prefabricated mesh shear wall, and the overbending direction being laid in the syndeton of two described girt strip muscle in same level is contrary.
4. assembling close rib hollow shear wall structure system as claimed in claim 1, it is characterized in that, described prefabricated mesh shear wall is matsurface near two the first side walls of described reinforcing cage.
5. assembling close rib hollow shear wall structure system as claimed in claim 4, is characterized in that, described two the first side walls are all formed with horse tooth trough.
6. assembling close rib hollow shear wall structure system as claimed in claim 5, it is characterized in that, described girt strip muscle is embedded in the position of corresponding described horse tooth trough in described prefabricated mesh shear wall, and described syndeton is formed on described horse tooth trough.
7. the close rib hollow shear wall structure of the assembling according to any one of claim 1 to 6 system, it is characterized in that, described prefabricated mesh shear wall top is also connected with crossbeam, described prefabricated mesh shearing coping is embedded with grout sleeve, on described prefabricated mesh shear wall relative to the second sidewall of described the first side wall offers communicate with the inside of described grout sleeve enter to starch hole and slurry outlet, be embedded with the dowel vertically extended in described crossbeam, the end of described dowel is stretched out described crossbeam and is plugged in described grout sleeve.
8. assembling close rib hollow shear wall structure system as claimed in claim 7, it is characterized in that, the bottom of described grout sleeve is formed with threaded end, and be embedded with the reinforcing bar vertically extended in described prefabricated mesh shear wall, described reinforcing bar is bolted in described threaded end.
9. assembling close rib hollow shear wall structure system as claimed in claim 7, it is characterized in that, end face and the bottom surface of described prefabricated mesh shear wall are matsurface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420549270.3U CN204081137U (en) | 2014-09-23 | 2014-09-23 | Assembling close rib hollow shear wall structure system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420549270.3U CN204081137U (en) | 2014-09-23 | 2014-09-23 | Assembling close rib hollow shear wall structure system |
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| CN204081137U true CN204081137U (en) | 2015-01-07 |
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| CN201420549270.3U Expired - Fee Related CN204081137U (en) | 2014-09-23 | 2014-09-23 | Assembling close rib hollow shear wall structure system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652654A (en) * | 2015-02-11 | 2015-05-27 | 沈阳建筑大学 | Novel assembled shear wall structure |
| CN104674982A (en) * | 2015-03-09 | 2015-06-03 | 北京工业大学 | Novel single-row reinforcement assembling shear wall and method thereof |
| CN104895220A (en) * | 2015-06-17 | 2015-09-09 | 长春工程学院 | Connecting joint of assembled profile steel confined concrete shear wall structure |
| CN106088318A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | The overlapping assembled integral basement that flat slab system is combined with post and lintel system |
| CN108716256A (en) * | 2018-07-23 | 2018-10-30 | 李藏柱 | A kind of cored slab with sleeve and hollow board assembly |
-
2014
- 2014-09-23 CN CN201420549270.3U patent/CN204081137U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652654A (en) * | 2015-02-11 | 2015-05-27 | 沈阳建筑大学 | Novel assembled shear wall structure |
| CN104652654B (en) * | 2015-02-11 | 2017-04-26 | 沈阳建筑大学 | Assembled shear wall structure |
| CN104674982A (en) * | 2015-03-09 | 2015-06-03 | 北京工业大学 | Novel single-row reinforcement assembling shear wall and method thereof |
| CN104895220A (en) * | 2015-06-17 | 2015-09-09 | 长春工程学院 | Connecting joint of assembled profile steel confined concrete shear wall structure |
| CN106088318A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | The overlapping assembled integral basement that flat slab system is combined with post and lintel system |
| CN108716256A (en) * | 2018-07-23 | 2018-10-30 | 李藏柱 | A kind of cored slab with sleeve and hollow board assembly |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ma Rongquan Inventor after: Miao Dongmei Inventor after: Fan Xinhai Inventor after: Niu Hui Inventor after: Guo Zhixin Inventor before: Fan Xinhai Inventor before: Ma Rongquan Inventor before: Miao Dongmei Inventor before: Niu Hui Inventor before: Guo Zhixin Inventor before: Wang Xiaolin |
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| COR | Change of bibliographic data | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 |
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| CF01 | Termination of patent right due to non-payment of annual fee |