CN108412086A - A kind of interior bearing diagonal assembly concrete shear wall prefabricated components - Google Patents
A kind of interior bearing diagonal assembly concrete shear wall prefabricated components Download PDFInfo
- Publication number
- CN108412086A CN108412086A CN201810400007.0A CN201810400007A CN108412086A CN 108412086 A CN108412086 A CN 108412086A CN 201810400007 A CN201810400007 A CN 201810400007A CN 108412086 A CN108412086 A CN 108412086A
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- CN
- China
- Prior art keywords
- newel post
- several
- bearing diagonal
- prefabricated components
- shear wall
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of interior bearing diagonal assembly concrete shear wall prefabricated components, including：Positioned at the newel post of arranged on left and right sides, the newel post includes several newel post's vertical bars, and newel post's vertical bars uniformly connect newel post's stirrup of several rectangles from top to bottom；The crossbeam of arranged on left and right sides newel post is connected, the crossbeam includes several transverse bars, and the transverse bar uniformly connects the crossbeam stirrup of several rectangles from left to right；" people " font bearing diagonal of connecting cross beam and newel post, " people " the font bearing diagonal includes several diagonal bars, several bearing diagonal stirrups being uniformly connected on diagonal bar；It is connected to the reinforced mesh of the forward and backward side of newel post, there are door and window holes for the reinforced mesh.The prefabricated components use interior structure with oblique member, enhance structural strength, there are several cavitys with the shear wall that the prefabricated components pour, alleviate the weight of shear wall, production cost has been saved, anti seismic efficiency is improved, the prefabricated components on the door reserve in advance by window opening, it has ensured construction quality, has optimized engineering appearance.
Description
Technical field
The invention belongs to construction project fields, more particularly to a kind of interior prefabricated structure of bearing diagonal assembly concrete shear wall
Part.
Background technology
In construction projects, since assembly concrete shear wall has, saving labour, construction speed are fast, are convenient for industrialization
It production and is used the advantages that mechanized construction, assembly concrete shear wall mostly uses large stretch of short wall at present, to shearing
The rigidity needs of wall are universal larger, therefore the prefabricated components of its shear wall mostly use greatly transverse bar, vertical bars are mutually connected vertically,
Its wall also mostly uses greatly density wall, and this concrete shear force wall sectional dimension is generally larger, heavier, production cost of conducting oneself with dignity
Height does not meet aseismatic design concept yet, in addition, this assembly concrete shear wall later stage it is through walls hole it is commonplace, seriously
Influence structure safety and aesthetics.
Invention content
Above-mentioned in order to solve the problems, such as, the present invention proposes a kind of interior prefabricated structure of bearing diagonal assembly concrete shear wall
Part, the prefabricated components use interior structure with oblique member, enhance structural strength, have with the shear wall that the prefabricated components pour several
Cavity alleviates the weight of shear wall, has saved production cost, improves anti seismic efficiency, and window opening is prior on the door for the prefabricated components
It is reserved, it has ensured construction quality, has optimized engineering appearance.
To achieve the goals above, the present invention uses following scheme, including：
Positioned at the newel post of arranged on left and right sides, the newel post includes several newel post's vertical bars, and newel post's vertical bars are uniform from top to bottom
Connect newel post's stirrup of several rectangles；
The crossbeam of arranged on left and right sides newel post is connected, the crossbeam includes several transverse bars, and the transverse bar uniformly connects from left to right
The crossbeam stirrup of several rectangles；
" people " font bearing diagonal of connecting cross beam and newel post, " people " the font bearing diagonal includes several diagonal bars, is uniformly connected
Several bearing diagonal stirrups being connected on diagonal bar；
It is connected to the reinforced mesh of the forward and backward side of newel post, the reinforced mesh is separately connected newel post, crossbeam, bearing diagonal, institute
Reinforced mesh is stated there are door and window hole, the frame muscle of " ∩ " shape is separately connected on the reinforced mesh on the forward and backward hole edge in door and window hole, it is described
Several short muscle are uniformly connected between frame muscle, are located at the bottom end of the reinforced mesh on front side of newel post and the reinforced mesh on rear side of newel post
Between connect short muscle.
The connection is welding.
The prefabricated components use interior structure with oblique member, enhance structural strength, have with the shear wall that the prefabricated components pour
There are several cavitys, alleviate the weight of shear wall, saved production cost, improve anti seismic efficiency, the prefabricated components are to door and window
Hole is reserved in advance, has ensured construction quality, optimizes engineering appearance.
Description of the drawings
Fig. 1 is shear wall prefabricated components structural schematic diagram of the present invention.
Fig. 2 is the A-A schematic cross-sectional views of Fig. 1.
Specific implementation mode
The present invention is described in further detail below in conjunction with the accompanying drawings, so that those skilled in the art can be more clear
The understanding of Chu, as shown in Figure 1 and Figure 2, the present invention includes：
Positioned at the newel post 1 of arranged on left and right sides, the newel post 1 includes several newel post's vertical bars 1-1, and newel post's vertical bars 1-1 is from upper
And the lower newel post stirrup 1-2 for uniformly connecting several rectangles；
The crossbeam 2 of arranged on left and right sides newel post 1 is connected, the crossbeam 2 includes several transverse bar 2-1, and the transverse bar 2-1 is certainly left extremely
The right side uniformly connects the crossbeam stirrup 2-2 of several rectangles；
" people " the font bearing diagonal 3 of connecting cross beam 2 and newel post 1, " people " the font bearing diagonal 3 include several diagonal bar 3-1,
Several bearing diagonal stirrup 3-2 being uniformly connected on diagonal bar 3-1；
It is connected to the reinforced mesh 4 of 1 forward and backward side of newel post, the reinforced mesh 4 is separately connected newel post 1, crossbeam 2, tiltedly branch
Support 3, the reinforced mesh 4 are separately connected " ∩ " shape there are door and window hole 5 on the reinforced mesh 4 on 5 forward and backward hole edge of the door and window hole
Frame muscle 6, uniformly connect several short muscle 7 between the frame muscle 6, be located at the reinforced mesh 4 on front side of newel post on rear side of newel post
Reinforced mesh 4 bottom end between connect short muscle 7.
The connection is welding.
The prefabricated components use interior structure with oblique member, enhance structural strength, have with the shear wall that the prefabricated components pour
There are several cavitys, alleviate the weight of shear wall, saved production cost, improve anti seismic efficiency, the prefabricated components are to door and window
Hole is reserved in advance, has ensured construction quality, optimizes engineering appearance.
Claims (2)
1. a kind of interior bearing diagonal assembly concrete shear wall prefabricated components, it is characterised in that, the shear wall prefabricated components packet
It includes:
Positioned at the newel post (1) of arranged on left and right sides, the newel post (1) includes several newel post's vertical bars (1-1), newel post's vertical bars (1-1)
Newel post's stirrup (1-2) of several rectangles is uniformly connected from top to bottom；
The crossbeam (2) of arranged on left and right sides newel post (1) is connected, the crossbeam (2) includes several transverse bars (2-1), the transverse bar (2-1)
The crossbeam stirrup (2-2) of several rectangles is uniformly connected from left to right；
" people " the font bearing diagonal (3) of connecting cross beam (2) and newel post (1), " people " the font bearing diagonal (3) includes several diagonal bars
(3-1), several bearing diagonal stirrups (3-2) being uniformly connected on diagonal bar (3-1)；
It is connected to the reinforced mesh (4) of newel post (1) forward and backward side, the reinforced mesh (4) is separately connected newel post (1), crossbeam
(2), bearing diagonal (3), there are door and window hole (5), the reinforced mesh on the forward and backward hole edge of door and window hole (5) for the reinforced mesh (4)
(4) it is separately connected the frame muscle (6) of " ∩ " shape on, several short muscle (7) are uniformly connected between the frame muscle (6), is located on front side of newel post
Reinforced mesh (4) and the bottom end of the reinforced mesh (4) on rear side of the newel post between connect short muscle (7).
2. shear wall prefabricated components according to claim 1, it is characterised in that：The connection is welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810400007.0A CN108412086A (en) | 2018-04-28 | 2018-04-28 | A kind of interior bearing diagonal assembly concrete shear wall prefabricated components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810400007.0A CN108412086A (en) | 2018-04-28 | 2018-04-28 | A kind of interior bearing diagonal assembly concrete shear wall prefabricated components |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108412086A true CN108412086A (en) | 2018-08-17 |
Family
ID=63137367
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810400007.0A Pending CN108412086A (en) | 2018-04-28 | 2018-04-28 | A kind of interior bearing diagonal assembly concrete shear wall prefabricated components |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108412086A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409665A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of combined type precast shear wall for assembled architecture |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1995579A (en) * | 2006-12-29 | 2007-07-11 | 北京工业大学 | Steel pipe concrete frame-steel truss-concrete combined shear wall and its manufacture method |
| US20100287848A1 (en) * | 2009-05-14 | 2010-11-18 | Technostructur Inc. | Wall module, housing module and building made of such wall module |
| CN104328847A (en) * | 2014-10-24 | 2015-02-04 | 沈阳建筑大学 | Inner inclined support assembled type concrete shear wall prefabricated part |
| CN205742613U (en) * | 2016-01-13 | 2016-11-30 | 湖南大学 | A kind of prefabricated assembled overlapped shear wall structure connected by high-strength bolt |
| CN206245585U (en) * | 2016-12-05 | 2017-06-13 | 天津远大兴辰住宅工业有限公司 | It is easy to the fenestrate type prefabricated reinforced concrete wall panel of transhipment |
| CN107476464A (en) * | 2017-06-30 | 2017-12-15 | 上海建工集团股份有限公司 | Prefabricated assembled combined wall combination connection system and its application construction method |
-
2018
- 2018-04-28 CN CN201810400007.0A patent/CN108412086A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1995579A (en) * | 2006-12-29 | 2007-07-11 | 北京工业大学 | Steel pipe concrete frame-steel truss-concrete combined shear wall and its manufacture method |
| US20100287848A1 (en) * | 2009-05-14 | 2010-11-18 | Technostructur Inc. | Wall module, housing module and building made of such wall module |
| CN104328847A (en) * | 2014-10-24 | 2015-02-04 | 沈阳建筑大学 | Inner inclined support assembled type concrete shear wall prefabricated part |
| CN205742613U (en) * | 2016-01-13 | 2016-11-30 | 湖南大学 | A kind of prefabricated assembled overlapped shear wall structure connected by high-strength bolt |
| CN206245585U (en) * | 2016-12-05 | 2017-06-13 | 天津远大兴辰住宅工业有限公司 | It is easy to the fenestrate type prefabricated reinforced concrete wall panel of transhipment |
| CN107476464A (en) * | 2017-06-30 | 2017-12-15 | 上海建工集团股份有限公司 | Prefabricated assembled combined wall combination connection system and its application construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409665A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of combined type precast shear wall for assembled architecture |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180817 |