CN104060757B - Precast concrete frame supports shear wall wallboard - Google Patents
Precast concrete frame supports shear wall wallboard Download PDFInfo
- Publication number
- CN104060757B CN104060757B CN201410304286.2A CN201410304286A CN104060757B CN 104060757 B CN104060757 B CN 104060757B CN 201410304286 A CN201410304286 A CN 201410304286A CN 104060757 B CN104060757 B CN 104060757B
- Authority
- CN
- China
- Prior art keywords
- wallboard
- shear wall
- concrete
- frame support
- wall
- 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
- Panels For Use In Building Construction (AREA)
Abstract
The invention belongs to field of civil engineering, more particularly to assembled arthitecutral structure and concrete structure.Precast concrete frame support shear wall wallboard is made up of sleeper, dark beam and middle part rigid concrete wallboard in wall, and middle part rigid concrete wallboard can use square-section solid or hollow wall panel.It is not that support is set in structural system to constitute frame support shear wall structure system using precast concrete frame support shear wall wallboard, but by setting precast shear wall wallboard, it is all frame support structure system force way and damage -form are first-class by adjusting boundary condition.Precast concrete frame support shear wall structure system only need vertically to connect sleeper position, reduce connecting portion quantity, be easy to in-site installation to construct, accelerate speed of application, while so that structure stress definitely；Wallboard can suitably reduce thickness or be changed to hollow wall because middle part rigid concrete wallboard is by support consideration, can efficiently reduce concrete amount, can mitigate dead load, reduce the geological process of structure.
Description
Technical field
The invention belongs to field of civil engineering, more particularly to assembled arthitecutral structure and concrete structure.
Background technology
Prefabricated concrete structure is one of important directions of China's building industrialization development, is met《Long-term section in country
Learn and technical development plan outline》In middle major fields " urbanization and urban development " " building energy conservation and green building " and
" construction and engineer equipment " preferential motif task.
In prefabricated concrete structure, fabricated shear wall structure is strong with its structural integrity, and bearing capacity and anti-side are firm
The characteristics of spending big, lateral deformation is small has obtained widely applying in skyscraper.However, current fabricated shear wall system
Exist and horizontally and vertically connect complicated, plant produced makes gets rid of that muscle is more, and positioning difficulty is big, connecting portion digit during in-site installation
Amount is more, and contraposition is difficult and grouting quality is difficult to ensure the problems such as card, have impact on speed of application and construction period.
The content of the invention
In order to make up the defect of existing fabricated shear wall structure, a kind of precast concrete frame support shear wall wall is have developed
Plate, the present invention is achieved through the following technical solutions：
Precast concrete frame support shear wall wallboard is made up of sleeper, dark beam and middle part rigid concrete wallboard, middle part rigidity
Concrete panel can use rectangular solid or hollow section wallboard, and this wallboard is equal to by controlling the boundary condition of middle part wallboard
In framework supporting role.
Assembly concrete frame support shear wall structure system be by precast concrete frame support shear wall wallboard, by it is special can
By connecting structure composition, using vertical connection between each layer of connecting portion of sleeper.Each layer of middle part rigid concrete wallboard it
Between set 10mm-20mm horizontal joints.So, the fabricated shear wall structural system is made in force way by rational design and is broken
It is equal to frame support structure system in bad form.
Advantages of the present invention is as follows：
The assembled frame support shear wall structure system being made up of precast concrete frame support shear wall slab is only needed to sleeper portion
Position is vertically connected, and reduces connecting portion quantity, is easy to in-site installation to construct, and accelerates speed of application, while so that structure is received
Power is definitely；Wallboard can suitably reduce thickness or be changed to hollow wall because middle part rigid concrete wallboard is by support consideration,
Concrete amount is efficiently reduced, dead load is alleviated, the geological process of structure is reduced.
Brief description of the drawings
Accompanying drawing 1 is schematic diagram of the invention, whereina-aShown precast concrete frame support shear wall wallboard, middle part rigidity
Concrete panel is the solid rectangular cross-section wallboard with sleeper uniform thickness；b-bShown precast concrete frame support shear wall, middle part is firm
Property concrete panel be reduce thickness solid rectangular cross-section wallboard；c-cShown precast concrete frame support shear wall, middle part is firm
Property concrete panel be hollow wall panel, accompanying drawing 2 is Equivalent Mechanical Model of the invention, and accompanying drawing 3 is the assembling being made up of the present invention
Formula concrete frame supports the schematic diagram of shear wall structure system, and accompanying drawing 4 is the assembly concrete frame support shearing being made up of the present invention
The Equivalent Mechanical Model of wall construction system.
Specific embodiment
The present invention is illustrated in detail with reference to the accompanying drawings and examples.
The present invention according to the relevant parameter installation form for designing, arranges reinforcing bar and casting concrete when factory makes.
After factory completes, lifting installation is carried out after transport to scene.
In embodiment shown in accompanying drawing 3, the assembly concrete frame support shear wall system being made up of the present invention, in shear wall
Using vertical connection between each layer in position of sleeper, middle part rigid concrete wallboard can use square-section solid or cavity wall
Plate, 10mm-20mm horizontal joints are set between each layer of rigid concrete wallboard of middle part.Though it is shear wall structure pattern, in stress side
The frame support structure system shown in accompanying drawing 4 is equivalent in formula and damage -form.
It should be stressed that：The prefabricated panel of frame support shear wall structure disclosed by the invention is not in structural system
It is middle that support is set, but by setting precast shear wall wallboard, it is made in force way and destruction shape by adjusting boundary condition
Frame support structure system is equivalent in state.
Claims (1)
1. precast concrete frame supports shear wall wallboard, it is characterised in that including sleeper, dark beam and middle part rigid concrete in wall
Wallboard, the middle part rigid concrete wallboard can use square-section solid or hollow wall panel, the middle part rigid concrete wall
Less than or equal to the thickness of the sleeper, the middle part rigid concrete wallboard bottom is provided with width for 10mm-20mm to the thickness of plate
Horizontal joint；Only vertically connected at shear wall sleeper position, middle part rigid concrete wallboard is not connected with bottom wall panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410304286.2A CN104060757B (en) | 2014-06-30 | 2014-06-30 | Precast concrete frame supports shear wall wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410304286.2A CN104060757B (en) | 2014-06-30 | 2014-06-30 | Precast concrete frame supports shear wall wallboard |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104060757A CN104060757A (en) | 2014-09-24 |
| CN104060757B true CN104060757B (en) | 2017-06-23 |
Family
ID=51548670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410304286.2A Expired - Fee Related CN104060757B (en) | 2014-06-30 | 2014-06-30 | Precast concrete frame supports shear wall wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104060757B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756238A (en) * | 2015-04-02 | 2016-07-13 | 张波 | Beam-wall composite component |
| RU2593516C1 (en) * | 2015-06-18 | 2016-08-10 | Федеральное государственное бюджетное учреждение науки Комплексный научно-исследовательский институт им. Х.И. Ибрагимова Российской академии наук | Outer wall panel |
| CN109930700B (en) * | 2019-04-03 | 2024-02-27 | 浙江越宫钢结构有限公司 | Aluminum alloy shear wall structure, prefabricated component and building monomer |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2893023Y (en) * | 2006-03-27 | 2007-04-25 | 扬州大学 | Steel reinforced concrete assembling frame-shear wall construction structural body |
| CN100999919A (en) * | 2007-01-05 | 2007-07-18 | 北京工业大学 | Double-controlling type hiding frame concrete composite shear wall and mfg. method thereof |
| CN102444224A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Concrete composite shear wall |
| CN202644781U (en) * | 2012-05-22 | 2013-01-02 | 深圳市市政设计研究院有限公司 | Compound cross-section combination shear wall |
| KR101406535B1 (en) * | 2012-06-13 | 2014-06-16 | 재단법인 포항산업과학연구원 | Steel plate shear wall structure using block assembly |
| CN103726591B (en) * | 2014-01-22 | 2016-06-22 | 深圳大学 | A kind of shear wall and production method thereof |
| CN103883027B (en) * | 2014-03-21 | 2017-01-25 | 北京工业大学 | Composite shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt steel plate and construction method |
| CN203905289U (en) * | 2014-06-30 | 2014-10-29 | 沈阳建筑大学 | Prefabricated concrete frame-braced shear wall slab |
-
2014
- 2014-06-30 CN CN201410304286.2A patent/CN104060757B/en not_active Expired - Fee Related
Non-Patent Citations (1)
| Title |
|---|
| 带框复合墙板承载力计算的简化模型与方法;李升才;《工程力学》;20071231;第24卷(第12期);第140-145、157页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104060757A (en) | 2014-09-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203049832U (en) | Assembling type shear wall structure | |
| CN103243838B (en) | Connection structure of integrally assembled concrete frame and shear wall | |
| CN103243817B (en) | A kind of assembled beam-column attachment means | |
| CN203213346U (en) | Connecting structure for assembling integral concrete frame and shear wall | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN206769092U (en) | The light steel of half assembled-foam concrete assembled wall | |
| CN105133731A (en) | Fabricated steel and concrete combination structure | |
| CN104060757B (en) | Precast concrete frame supports shear wall wallboard | |
| CN204804160U (en) | Novel prefabricated superimposed sheet of reinforcing bar support | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN204418510U (en) | Floor support plate steel bar girder structure | |
| CN108756038A (en) | Assembly concrete shear wall and floor support plate rigid connection node and construction method | |
| CN206220321U (en) | A kind of SC systems stiffness hollow core laminated slab | |
| CN105952044B (en) | Fully-prefabricated prestressed concrete floor structure and prestressed assembly method | |
| CN208219844U (en) | A kind of prefabrication system | |
| CN203373857U (en) | Fabricated beam-column connecting device | |
| CN215858257U (en) | Connecting structure of prefabricated bay window and floor slab | |
| CN204282824U (en) | Prefabricated setting prop rises beam composite frame structure | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN207110035U (en) | Assembled steel tendon concrete frame structure based on steel plate connection joint | |
| CN203905289U (en) | Prefabricated concrete frame-braced shear wall slab | |
| CN108277918B (en) | Assembled type toothed joint edge-punched steel sheet ribbed floor | |
| CN202689278U (en) | Superimposed hollow slab | |
| CN203654454U (en) | Upper-lower-layer prefabricated balcony slabs, and support connecting structures therebetween and beams |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| 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: 20170623 Termination date: 20210630 |