CN204983246U - Hollow shear wall structure of close post of assembled - Google Patents
Hollow shear wall structure of close post of assembled Download PDFInfo
- Publication number
- CN204983246U CN204983246U CN201520484732.2U CN201520484732U CN204983246U CN 204983246 U CN204983246 U CN 204983246U CN 201520484732 U CN201520484732 U CN 201520484732U CN 204983246 U CN204983246 U CN 204983246U
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- joint bar
- stirrup
- wall structure
- hole
- reserving hole
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Abstract
The utility model provides a hollow shear wall structure of close post of assembled is provided with in the wall body and reserves hollow hole and back joint bar reservation hole, reserves the hollow close post that holes constitute the wall body by a plurality of backs joint bar, be provided with the stirrup in the hole is reserved to the back joint bar, and follow the stirrup inboard and evenly arranged muscle from north to south, and indulge the muscle upper end and stretch out wall body top formation lap joint section. The utility model discloses the dead weight that has effectively alleviateed the cast member wall body reduces wall structure rigidity, reduces seismic action, improves the thermal -insulated effect that keeps warm, through setting up the stirrup and indulge the muscle in the hole is reserved to the back joint bar, when accomplishing after the pea gravel concreten pouring practice of hole is reserved to the joint bar behind the wall body, can exert evenly continuous three -dimensional pressurized restraining force in the side direction for the concrete in it through the stirrup, lateral deformation that can the operative constraint concrete to restrain the bucking of indulging the muscle, obviously improved the resistance to compression deformability of wall body both ends concrete, thereby increase the bearing capacity of wall body, improve wall structure's whole anti -seismic performance.
Description
Technical field
The utility model belongs to architecture production technical field of construction, particularly relates to the close post hollow shear wall structure of a kind of assembling.
Background technology
At present, the basic ideas of fabricated shear wall structure are that the component of building structure is divided into some unit, then in prefabricated place, moulding by casting is carried out to each unit, again by each shipped after shaping to job site, and by engineering machinery hoisted in position, finally utilize wet connected mode to form the building with fabricated shear wall structure.Because fabricated shear wall structure has good globality, and rigidity is large, bearing capacity is high, is therefore used widely in assembling highrise building.
But, for domestic assembly concrete shear wall structure, it is not perfect that its existing component splits system, precast unit deadweight after fractionation is larger, and the connection of precast unit mainly contains three kinds of modes, comprise sleeve connection mode, constraint slurry anchor overlap joint connected mode and welding connecting mode, and sleeve connection mode all needs to be connected by injecting high strength grout with constraint slurry anchor overlap joint connected mode, therefore be subject to artificial and such environmental effects is larger, cause grouting quality wayward, and after cementing operations completes, also do not have a kind of non-damage detection method can meet the inspection of quality of connection, and the integrality of junction can be destroyed by damage testing method, welding connecting mode is only applicable to multilayer fabricated shear wall structure, so this connected mode uses restriction comparatively large, and welding quality can be subject to human factor impact equally, and field operation amount is large, less economical.
Utility model content
For prior art Problems existing, the utility model provides a kind of assembling close post hollow shear wall structure, can reduce the deadweight of precast unit, avoid too much artificial disturbance, improves connection reliability and quality of connection.
To achieve these goals, the utility model adopts following technical scheme: the close post hollow shear wall structure of a kind of assembling, comprise body of wall, in described body of wall, be provided with some horizontal bars and vertically construct muscle, be characterized in: in described body of wall, be also provided with reserved hollow hole and rear joint bar reserving hole, be made up of the hollow close post of body of wall some rear joint bar reserving holes; Be provided with stirrup in joint bar reserving hole in the rear, and be evenly arranged vertical muscle inside stirrup, and body of wall top formation overlap joint linkage section is stretched out in vertical muscle upper end.
Described stirrup is arranged in the rear joint bar reserving hole of body of wall by pre-buried mode, or stirrup and vertical muscle are tied to and are integrally formed reinforcing cage and are placed in rear joint bar reserving hole.
Described body of wall sidepiece is provided with edge member, joint bar reserving hole after being also provided with in edge member, in rear joint bar reserving hole, is provided with stirrup, and has been evenly arranged vertical muscle inside stirrup, and body of wall top formation overlap joint linkage section is stretched out in vertical muscle upper end.
Described stirrup is arranged in the rear joint bar reserving hole of edge member by pre-buried mode, or stirrup and vertical muscle are tied to and are integrally formed reinforcing cage and are placed in rear joint bar reserving hole.
The material of described stirrup is metal or FRP fibre reinforced composites.
Described stirrup adopts continuous helical stirrup or rectangle hoop.
The inner surface of described rear joint bar reserving hole is matsurface or has shearing resistance groove.
Described rear joint bar reserving hole can adopt continuous penetration type or discontinuous penetration type.
The cross sectional shape of described reserved hollow hole and rear joint bar reserving hole can be circle, rectangle or ellipse.
The cross sectional shape of described body of wall can be yi word pattern, L-type, T-shaped or U-shaped.
The beneficial effects of the utility model:
The utility model, by increasing reserved hollow hole and rear joint bar reserving hole in precast unit body of wall, effectively alleviates the deadweight of precast unit body of wall, can also reduce wall body structure rigidity, reduces geological process, improves heat insulating effect; By arranging stirrup and vertical muscle in rear joint bar reserving hole of the present utility model, when after the pea gravel concreten pouring practice completing joint bar reserving hole after body of wall, the concrete in it can be given in the three dimension stress restraint forces of side direction applying uniformly continous by stirrup, can the concrete lateral deformation of operative constraint, and suppress the flexing of vertical muscle, significantly improve the concrete compression set ability in body of wall two ends, thus increase the bearing capacity of body of wall, improve the overall anti-seismic performance of wall body structure.
Accompanying drawing explanation
Fig. 1 is a kind of assembling of the present utility model close post hollow shear wall structure structural representation;
Fig. 2 is A-A sectional view in Fig. 1;
Fig. 3 is B-B sectional view in Fig. 1;
Fig. 4 is schematic diagram when joint bar reserving hole is rectangle after body of wall of the present utility model;
Fig. 5 be in Fig. 4 reserved hollow hole be circular and non-flanged component time schematic diagram;
Fig. 6 is schematic diagram when reserved hollow hole is ellipse in Fig. 5;
Fig. 7 is the schematic diagram that upper and lower two-layer body of wall completes when overlap joint connects;
In figure, 1-body of wall, 2-horizontal bar, 3-reserved hollow hole, 4-rear joint bar reserving hole, 5-stirrup, 6-vertical muscle, 7-vertically construct muscle, 8-edge member, 9-laminated floor slab.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As shown in Fig. 1,2,3,4,5,6, the close post hollow shear wall structure of a kind of assembling, comprise body of wall 1, some horizontal bars 2 and vertical structure muscle 7 is provided with in described body of wall 1, in described body of wall 1, be also provided with reserved hollow hole 3 and rear joint bar reserving hole 4, be made up of the hollow close post of body of wall 1 some rear joint bar reserving holes 4; Be provided with stirrup 5 in joint bar reserving hole 4 in the rear, and be evenly arranged vertical muscle 6 inside stirrup 5, and body of wall 1 top formation overlap joint linkage section is stretched out in vertical muscle 6 upper end.
Described stirrup 5 is arranged in the rear joint bar reserving hole 4 of body of wall 1 by pre-buried mode, or stirrup 5 and vertical muscle 6 are tied to and are integrally formed reinforcing cage and are placed in rear joint bar reserving hole 3.
Described body of wall 1 sidepiece is provided with edge member 8, also joint bar reserving hole 4 after being provided with in edge member 8, in rear joint bar reserving hole 4, be provided with stirrup 5, and be evenly arranged vertical muscle 6 inside stirrup 5, and body of wall 1 top formation overlap joint linkage section is stretched out in vertical muscle 6 upper end.
Described stirrup 5 is arranged in the rear joint bar reserving hole 4 of edge member 8 by pre-buried mode, or stirrup 5 and vertical muscle 6 are tied to and are integrally formed reinforcing cage and are placed in rear joint bar reserving hole 3.
The material of described stirrup 5 is metal or FRP fibre reinforced composites.
Described stirrup 5 adopts continuous helical stirrup or rectangle hoop.
The inner surface of described rear joint bar reserving hole 4 is matsurface or has shearing resistance groove.
Described rear joint bar reserving hole 4 can adopt continuous penetration type or discontinuous penetration type.
The cross sectional shape of described reserved hollow hole 3 and rear joint bar reserving hole 4 can be circle, rectangle or ellipse etc.
The cross sectional shape of described body of wall 1 can be yi word pattern, L-type, T-shaped or U-shaped etc.
Below in conjunction with accompanying drawing, an application process of the present utility model is described:
In the present embodiment, carry out connecting for upper and lower two-layer body of wall.First the construction of lower floor's body of wall is carried out, during construction, need the interior cast pea gravel concreten of joint bar reserving hole 4 backward, and stretch into pea gravel concreten with vibrating spear and vibrate, when after after the pea gravel concreten of joint bar reserving hole 4 reaches design strength, upper strata body of wall can be installed, and ensure that overlap joint linkage section that lower floor's body of wall indulges muscle 6 accurately penetrates in the bottom hole of joint bar reserving hole 4 after the body of wall of upper strata; Then with reference to the work progress of lower floor body of wall, complete the pea gravel concreten pouring practice of joint bar reserving hole 4 after the body of wall of upper strata, and after pea gravel concreten reaches design strength, just complete the connection of upper and lower two-layer body of wall, as shown in Figure 7.
When rear joint bar reserving hole 4 of the present utility model adopts discontinuous penetration type, need the body of wall 1 after ensureing bottom joint bar reserving hole 4 is reserved with overlap joint connecting hole, and the degree of depth of overlap joint connecting hole and the overlap joint linkage section length of vertical muscle 6 suitable.
Scheme in embodiment is also not used to limit scope of patent protection of the present utility model, does not allly depart from the equivalence that the utility model does and implements or change, and is all contained in the scope of the claims of this case.
Claims (10)
1. the close post hollow shear wall structure of assembling, comprise body of wall, in described body of wall, be provided with some horizontal bars and vertically construct muscle, it is characterized in that: in described body of wall, be also provided with reserved hollow hole and rear joint bar reserving hole, be made up of the hollow close post of body of wall some rear joint bar reserving holes; Be provided with stirrup in joint bar reserving hole in the rear, and be evenly arranged vertical muscle inside stirrup, and body of wall top formation overlap joint linkage section is stretched out in vertical muscle upper end.
2. the close post hollow shear wall structure of a kind of assembling according to claim 1, it is characterized in that: described stirrup is arranged in the rear joint bar reserving hole of body of wall by pre-buried mode, or stirrup and vertical muscle are tied to and are integrally formed reinforcing cage and are placed in rear joint bar reserving hole.
3. the close post hollow shear wall structure of a kind of assembling according to claim 1, it is characterized in that: described body of wall sidepiece is provided with edge member, also joint bar reserving hole after being provided with in edge member, stirrup is provided with in rear joint bar reserving hole, and be evenly arranged vertical muscle inside stirrup, and body of wall top formation overlap joint linkage section is stretched out in vertical muscle upper end.
4. the close post hollow shear wall structure of a kind of assembling according to claim 3, it is characterized in that: described stirrup is arranged in the rear joint bar reserving hole of edge member by pre-buried mode, or stirrup and vertical muscle are tied to and are integrally formed reinforcing cage and are placed in rear joint bar reserving hole.
5. the close post hollow shear wall structure of a kind of assembling according to claim 1, is characterized in that: the material of described stirrup is metal or FRP fibre reinforced composites.
6. the close post hollow shear wall structure of a kind of assembling according to claim 1, is characterized in that: described stirrup adopts continuous helical stirrup or rectangle hoop.
7. the close post hollow shear wall structure of a kind of assembling according to claim 1, is characterized in that: the inner surface of described rear joint bar reserving hole is matsurface or has shearing resistance groove.
8. the close post hollow shear wall structure of a kind of assembling according to claim 1, is characterized in that: described rear joint bar reserving hole can adopt continuous penetration type or discontinuous penetration type.
9. the close post hollow shear wall structure of a kind of assembling according to claim 1, is characterized in that: the cross sectional shape of described reserved hollow hole and rear joint bar reserving hole is circle, rectangle or ellipse.
10. the close post hollow shear wall structure of a kind of assembling according to claim 1, is characterized in that: the cross sectional shape of described body of wall is yi word pattern, L-type, T-shaped or U-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520484732.2U CN204983246U (en) | 2015-07-06 | 2015-07-06 | Hollow shear wall structure of close post of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520484732.2U CN204983246U (en) | 2015-07-06 | 2015-07-06 | Hollow shear wall structure of close post of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204983246U true CN204983246U (en) | 2016-01-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520484732.2U Expired - Fee Related CN204983246U (en) | 2015-07-06 | 2015-07-06 | Hollow shear wall structure of close post of assembled |
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| Country | Link |
|---|---|
| CN (1) | CN204983246U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929278A (en) * | 2015-07-06 | 2015-09-23 | 沈阳建筑大学 | Assembly type dense column hollow shear wall structure |
| CN109184022A (en) * | 2018-09-07 | 2019-01-11 | 江苏宇辉住宅工业有限公司 | A kind of new concrete shear wall |
-
2015
- 2015-07-06 CN CN201520484732.2U patent/CN204983246U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929278A (en) * | 2015-07-06 | 2015-09-23 | 沈阳建筑大学 | Assembly type dense column hollow shear wall structure |
| CN109184022A (en) * | 2018-09-07 | 2019-01-11 | 江苏宇辉住宅工业有限公司 | A kind of new concrete shear wall |
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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: 20160120 Termination date: 20170706 |