CN204876193U - Precast reinforced concrete shear force wall wallboard - Google Patents
Precast reinforced concrete shear force wall wallboard Download PDFInfo
- Publication number
- CN204876193U CN204876193U CN201520419342.7U CN201520419342U CN204876193U CN 204876193 U CN204876193 U CN 204876193U CN 201520419342 U CN201520419342 U CN 201520419342U CN 204876193 U CN204876193 U CN 204876193U
- Authority
- CN
- China
- Prior art keywords
- core
- concrete
- irritated
- low
- wallboard
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model belongs to civil engineering field especially relates to the assembled shear wall structure. An in the round hole, the concrete is irritated the core and is evenly divided the wallboard into a plurality of flexural unit, and the low -intensity mortar is irritated the core equidistance and is arranged and irritate between the core at two concrete that precast reinforced concrete shear force wall wallboard irritates core, low -intensity mortar by wall, the concrete of sleeper, dark roof beam, built -in round hole and irritates the core and constitute, and the core is irritated to the concrete, the low -intensity mortar is irritated the core and is filled in wall. The concrete is irritated the core and is evenly divided the wallboard flexural unit of the little aspect ratio of a plurality of into, and plasticity is good under seismic action, and the power consumption can the reinforce, and the low -intensity mortar is irritated the core and is taken the lead in taking place to destroy under seismic action, as the antidetonation the first line of defence, consumes seismic energy through producing a large amount of small cracks, is favorable to realizing the target of seting up defences of " little shake is not bad, and middle seisms can be repaiied, and big shake is not fallen ".
Description
Technical field
The utility model belongs to field of civil engineering, particularly relates to fabricated shear wall structure.
Background technology
China's prefabricated concrete structure originates from the 1950's, after entering " 12 ", along with China's Urban Building Construction is in manpower, the constraint of the aspect such as construction plant and environmental protection is increasingly strict, novel building industrialized construction is rapid, reliable in quality, the advantages such as Life cycle environmental protection progressively highlight, in governments at all levels, under the joint efforts of building materials enterprise and social related fields, the investigation and application of China to assembled arthitecutral structure enters flourish period, fabricated shear wall structure relies on the fireballing advantage of its Assembling to be more and more widely used, therefore the anti-seismic performance of fabricated shear wall structure requires also more and more higher.
Summary of the invention
The utility model proposes a kind of precast reinforced concrete shear wall wallboard, there is higher anti-seismic performance, be achieved by the following technical solution:
A kind of precast reinforced concrete shear wall wallboard, by sleeper, dark beam, the wall body of built-in circular hole, core filled with by concrete, low-intensity mortar filling core forms, core filled with by concrete, low-intensity mortar is filled with core and is filled in the circular hole of wall body, concrete is filled with core and wallboard is divided into several by curved unit, and low-intensity mortar is filled with core disposed at equal distance and filled with between core at two concrete.
Advantage of the present utility model is as follows:
Concrete fill with core wallboard is divided into several small height-width ratios by curved unit, under geological process, plasticity is good, energy dissipation capacity is strong, low-intensity mortar is filled with core and is taken the lead in destroying under geological process, as antidetonation the first line of defence, by producing a large amount of minute crack and earthquake energy, be conducive to the target of setting up defences realizing " no damage in small earthquake; middle shake can be repaiied, no collapsing with strong earthquake ".
Accompanying drawing explanation
Fig. 1, Fig. 2 are schematic diagram of the present utility model, and Fig. 2 is the A-A sectional drawing of Fig. 1, and wherein 1 is dark beam, and 2 is sleeper, and 3 is the wall body of built-in circular hole, and 4 is that core filled with by concrete, and 5 is low-intensity mortar filling core.
Detailed description of the invention
Below in conjunction with accompanying drawing to the in addition detailed explanation of the utility model.
The utility model fills with core 4 by the wall body 3 of dark beam 1, sleeper 2, built-in circular hole, concrete, low-intensity mortar is filled with core 5 and formed, when being prefabricated in the factory, after completing dark beam 1, the work of sleeper 2 part reinforcing bar binding, the reinforcing bar of colligation wall body 3 part, carry out taking out circular hole after arranging template concreting, finally concrete is filled with core 4 and low-intensity mortar 5 is filled in the circular hole of wall body 3.
Claims (1)
1. a precast reinforced concrete shear wall wallboard, it is characterized in that described precast reinforced concrete shear wall wallboard fills with core by the wall body of sleeper, dark beam, built-in circular hole, concrete, low-intensity mortar is filled with core and formed, wherein core filled with by concrete, low-intensity mortar filling core is filled in the circular hole of wall body, concrete is filled with core and wallboard is evenly divided into several by curved unit, and low-intensity mortar is filled with core disposed at equal distance and filled with between core at two concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520419342.7U CN204876193U (en) | 2015-06-17 | 2015-06-17 | Precast reinforced concrete shear force wall wallboard |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520419342.7U CN204876193U (en) | 2015-06-17 | 2015-06-17 | Precast reinforced concrete shear force wall wallboard |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204876193U true CN204876193U (en) | 2015-12-16 |
Family
ID=54820585
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520419342.7U Expired - Fee Related CN204876193U (en) | 2015-06-17 | 2015-06-17 | Precast reinforced concrete shear force wall wallboard |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204876193U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107419825A (en) * | 2017-05-12 | 2017-12-01 | 姚攀峰 | The full precast shear wall of steel skeleton and its construction method of weak edge member arrangement of reinforcement |
-
2015
- 2015-06-17 CN CN201520419342.7U patent/CN204876193U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107419825A (en) * | 2017-05-12 | 2017-12-01 | 姚攀峰 | The full precast shear wall of steel skeleton and its construction method of weak edge member arrangement of reinforcement |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103967214B (en) | Multi-cavity steel tube concrete embedded round steel pipe regeneration concrete band batten plate coupled column | |
CN106121086B (en) | A kind of practice of the connecting structure of concrete-filled steel square tubular column with otic placode and fabricated shear wall | |
CN105003020A (en) | Ceramsite concrete metal net rack light wallboard and splicing structure thereof | |
CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
CN203821625U (en) | Fiber cloth-reinforced mortar-free reinforced masonry shear wall | |
CN109403509A (en) | Assembled composite shear wall based on self-resetting combined end post-slurry anchor shear wall | |
CN203603261U (en) | Connecting structure for balcony slab and superposed beam | |
CN204876193U (en) | Precast reinforced concrete shear force wall wallboard | |
CN103132652A (en) | Prefabricating embedded spiral hopped column formwork core cast-in-place concrete column of and manufacturing method | |
CN202945816U (en) | Brickwork wall between windows and reinforced by high-ductility fiber concrete | |
CN211007040U (en) | Beam column node in assembled concrete frame structure | |
CN202578022U (en) | Bearing wall reinforcing body | |
CN107816126A (en) | A kind of embedded prefabricated post of assembly concrete and prefabricated balcony | |
CN201649123U (en) | Assembly integrated counterfort retaining wall | |
CN204919968U (en) | Ceramsite concrete metal rack light weight wallboard | |
CN208088577U (en) | A kind of day box compound shear wall of shaped steel | |
CN203846660U (en) | Prefabricated assembled type open-web net rack for reinforced concrete | |
CN201276701Y (en) | Prefabricated assembly type concrete pile foundation | |
CN205530324U (en) | Cold-formed thin-wall section steel micro pile | |
CN207194224U (en) | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction | |
CN204662714U (en) | A kind of Novel reinforced concrete shear wall | |
CN203729437U (en) | Fabricated connecting piece for steel plate shear wall and steel beam | |
CN204551807U (en) | A kind of prefabrication and assembly construction concrete shear force wall edge joint position syndeton | |
CN103397720A (en) | Steel tube shear wall for building | |
CN201372521Y (en) | Grid framework |
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: 20151216 Termination date: 20160617 |