CN105442729A - Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof - Google Patents
Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof Download PDFInfo
- Publication number
- CN105442729A CN105442729A CN201510824225.3A CN201510824225A CN105442729A CN 105442729 A CN105442729 A CN 105442729A CN 201510824225 A CN201510824225 A CN 201510824225A CN 105442729 A CN105442729 A CN 105442729A
- Authority
- CN
- China
- Prior art keywords
- precast concrete
- shear wall
- layer precast
- overlapped shear
- concrete slab
- 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.)
- Pending
Links
Classifications
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the technical field of construction engineering, in particular to a superimposed shear wall with shear-resistant key grooves and a construction and manufacture method thereof. The superimposed shear wall comprises an inner layer precast concrete slab, an outer layer precast concrete slab and a middle cast-in-place concrete layer. The inner layer precast concrete slab and the outer layer precast concrete slab are connected through a steel bar truss. The shear-resistant key grooves are formed in the bottom of the inner layer precast concrete slab and the bottom of the outer layer precast concrete slab. Horizontal steel ribs and vertical steel ribs are arranged in the inner layer precast concrete slab and the outer layer precast concrete slab. Hooks used for hoisting are arranged on the top end face of the inner layer precast concrete slab and the top end face of the outer layer precast concrete slab. Embedded parts used for installation are arranged on the inner layer precast concrete slab. The superimposed shear wall is of an assembled integrated concrete structure and has the advantages of being good in anti-seismic performance, convenient to construct and install, capable of shortening the construction period and the like.
Description
Technical field
The present invention relates to construction engineering technical field, be specifically related to a kind of overlapped shear wall with shearing resistance keyway and construction method thereof.
Background technology
Shear wall structure due to its bear horizontal loading that wind load or geological process cause and vertical load (gravity) ability strong, can prevent structure shear (being cut) from destroying; Meanwhile, shear wall is little due to its breadth of section, in housing construction, does not affect service function of the rooms, therefore shear wall structure is the first-selected form of structure in high residential building.
In recent years, assembled architecture obtains very fast development, existing industry standard " prefabricated concrete structure tecnical regulations " JGJ1-2014 specifies that solid shear wall can adopt metal sleeve to be in the milk and connect or the connection of slurry anchor overlap joint, due to reserved sleeve or reserved opening allowable error little, on-the-spot joint bar quality is difficult to ensure, causes speed of application slow; In addition, post-grouting compactness is difficult to ensure, and the remedial measure do not had.
In view of this, the applicant provides a kind of overlapped shear wall with shearing resistance keyway and construction method thereof, and this case produces thus.
Summary of the invention
The object of the present invention is to provide a kind of overlapped shear wall with shearing resistance keyway and construction method thereof, overlapped shear wall plate in-site installation is convenient, speed of application is fast, and inside and outside two-layer precast concrete plank base plate arranges shearing resistance keyway, is highly resistant to horizontal loading and geological process.
For realizing this technical purpose, the technical scheme that the present invention specifically provides is: a kind of overlapped shear wall with shearing resistance keyway, comprises inside and outside two-layer precast concrete plank and middle cast-in-situ concrete layer; Connected by steel bar girder between described inside and outside two-layer precast concrete plank; Bottom described inside and outside two-layer precast concrete plank, shearing resistance keyway is set; Horizontal reinforcement and vertical reinforcement is provided with in described inside and outside two-layer precast concrete plank; The top end face of described inside and outside two-layer precast concrete plank is provided with the suspension hook for lifting; Described internal layer precast concrete plank is provided with the built-in fitting for installing.
Further, described overlapped shear wall gross thickness is 200 ~ 300mm, and described internal layer precast concrete plank or outer preform concrete slab thickness of slab are 50mm.
Further, described suspension hook is two, is distributed in the top of described overlapped shear wall.
Further, described built-in fitting is two lifting sleeve pipes, and described built-in fitting is 2/3rds of overlapped shear wall overall height to the distance on overlapped shear wall base.
A preparation method for overlapped shear wall with shearing resistance keyway, specifically comprises the steps: a, loose tool clears up and mould of aiding the border areas, and arranges shearing resistance keyway and built-in fitting according to drawing, spraying release agent; Precast concrete plank horizontal reinforcement, vertical reinforcement, steel bar girder and suspension hook in b, layout; C, interior precast concrete plank are built and are vibrated, and carry out inspection adjustment maintenance; D, layout outer preform concrete slab horizontal reinforcement and vertical reinforcement, and carry out building outer precast concrete plank; E, interior precast concrete plank is turned over turnback after be pressed in outer board concrete; F, inspection adjustment maintenance of vibrating, after maintenance completes, the demoulding rises and deposits.
A construction method for overlapped shear wall with shearing resistance keyway, comprises the steps, a, flooring are cleared up, and unwrapping wire and absolute altitude control cushion block and place; B, vertical joint bar adjustment, the precast plate lifting of overlapped shear wall is in place; C, bearing diagonal install coarse adjustment, unload suspension hook accurate adjustment, and arrange steel bar girder, formwork horizontal joint and edge member; D, to inspect for acceptance, and carry out concreting maintenance, last bearing diagonal is removed.
Beneficial effect of the present invention: structure of the present invention is assembled monolithic concrete structure, the advantages such as anti-seismic performance is good, construction install convenience, saving duration that it has.
Accompanying drawing explanation
Fig. 1 is the positive facade structural representation of the present invention; Fig. 2 is the left TV structure schematic diagram of the present invention; Fig. 3 is plan structure schematic diagram of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing and instantiation, the present invention is described in further details.
As shown in Figure 1, Figure 2 and Figure 3, disclosed by the invention is a kind of overlapped shear wall with shearing resistance keyway, comprises inside and outside two-layer precast concrete plank (3,6) and middle cast-in-situ concrete layer 12; Connected by steel bar girder 9 between described inside and outside two-layer precast concrete plank (3,6); Described inside and outside two-layer precast concrete plank (3,6) bottom arranges shearing resistance keyway 13; Horizontal reinforcement (4,7) and vertical reinforcement (5,8) is provided with in described inside and outside two-layer precast concrete plank (3,6); The top end face of described inside and outside two-layer precast concrete plank (3,6) is provided with the suspension hook 10 for lifting; Described internal layer precast concrete plank 3 is provided with the built-in fitting 2 for installing.
Described overlapped shear wall 1 gross thickness is 200 ~ 300mm, and described internal layer precast concrete plank 3 or outer preform concrete slab 6 thickness of slab are 50mm; Described suspension hook 10 is two, is distributed in the top of described overlapped shear wall 1; The lifting sleeve pipe of described built-in fitting 2 M12, horizontal direction four/some layout; Described built-in fitting 2 is 2/3rds of overlapped shear wall 1 overall height to the distance on overlapped shear wall 1 base.
A preparation method for overlapped shear wall with shearing resistance keyway, specifically comprises the steps: a, loose tool clears up and mould of aiding the border areas, and arranges shearing resistance keyway and built-in fitting according to drawing, spraying release agent; Precast concrete plank horizontal reinforcement, vertical reinforcement, steel bar girder and suspension hook in b, layout; C, interior precast concrete plank are built and are vibrated, and carry out inspection adjustment maintenance; D, layout outer preform concrete slab horizontal reinforcement and vertical reinforcement, and carry out building outer precast concrete plank; E, interior precast concrete plank is turned over turnback after be pressed in outer board concrete; F, inspection adjustment maintenance of vibrating, after maintenance completes, the demoulding rises and deposits.
A construction method for overlapped shear wall with shearing resistance keyway, comprises the steps, a, flooring are cleared up, and unwrapping wire and absolute altitude control cushion block and place; B, vertical joint bar adjustment, the precast plate lifting of overlapped shear wall is in place; C, bearing diagonal install coarse adjustment, unload suspension hook accurate adjustment, and arrange steel bar girder, formwork horizontal joint and edge member; D, to inspect for acceptance, and carry out concreting maintenance, last bearing diagonal is removed.
The above; be only embodiments of the invention; not in order to limit the present invention, every above embodiment is done according to this technical spirit of the present invention any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solution of the present invention.
Claims (6)
1. the overlapped shear wall with shearing resistance keyway, is characterized in that: comprise inside and outside two-layer precast concrete plank and middle cast-in-situ concrete layer; Connected by steel bar girder between described inside and outside two-layer precast concrete plank; Bottom described inside and outside two-layer precast concrete plank, shearing resistance keyway is set; Horizontal reinforcement and vertical reinforcement is provided with in described inside and outside two-layer precast concrete plank; The top end face of described inside and outside two-layer precast concrete plank is provided with the suspension hook for lifting; Described internal layer precast concrete plank is provided with the built-in fitting for installing.
2. according to a kind of overlapped shear wall with shearing resistance keyway according to claim 1, it is characterized in that: described overlapped shear wall gross thickness is 200 ~ 300mm, described internal layer precast concrete plank or outer preform concrete slab thickness of slab are 50mm.
3., according to a kind of overlapped shear wall with shearing resistance keyway according to claim 1, it is characterized in that: described suspension hook is two, be distributed in the top of described overlapped shear wall.
4. according to a kind of overlapped shear wall with shearing resistance keyway according to claim 1, it is characterized in that: described built-in fitting is two lifting sleeve pipes, described built-in fitting is 2/3rds of overlapped shear wall overall height to the distance on overlapped shear wall base.
5. a preparation method for the overlapped shear wall with shearing resistance keyway, is characterized in that: specifically comprise the steps: a, loose tool clears up and mould of aiding the border areas, and arranges shearing resistance keyway and built-in fitting according to drawing, spraying release agent; Precast concrete plank horizontal reinforcement, vertical reinforcement, steel bar girder and suspension hook in b, layout; C, interior precast concrete plank are built and are vibrated, and carry out inspection adjustment maintenance; D, layout outer preform concrete slab horizontal reinforcement and vertical reinforcement, and carry out building outer precast concrete plank; E, interior precast concrete plank is turned over turnback after be pressed in outer board concrete; F, inspection adjustment maintenance of vibrating, after maintenance completes, the demoulding rises and deposits.
6. a construction method for the overlapped shear wall with shearing resistance keyway, is characterized in that: comprise the steps, a, flooring are cleared up, and unwrapping wire and absolute altitude control cushion block and place; B, vertical joint bar adjustment, the precast plate lifting of overlapped shear wall is in place; C, bearing diagonal install coarse adjustment, unload suspension hook accurate adjustment, and arrange steel bar girder, formwork horizontal joint and edge member; D, to inspect for acceptance, and carry out concreting maintenance, last bearing diagonal is removed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510824225.3A CN105442729A (en) | 2015-11-24 | 2015-11-24 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510824225.3A CN105442729A (en) | 2015-11-24 | 2015-11-24 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105442729A true CN105442729A (en) | 2016-03-30 |
Family
ID=55553322
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510824225.3A Pending CN105442729A (en) | 2015-11-24 | 2015-11-24 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105442729A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024989A (en) * | 2018-09-18 | 2018-12-18 | 三筑工科技有限公司 | Precast shear wall body and precast shear wall body production method |
| CN114045958A (en) * | 2021-11-29 | 2022-02-15 | 江苏科技大学 | Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN204112525U (en) * | 2014-09-12 | 2015-01-21 | 上海市城市建设设计研究总院 | Band perps precast shear wall structure in strong concrete precast frame |
| JP2015040401A (en) * | 2013-08-21 | 2015-03-02 | 株式会社竹中工務店 | Wall structure |
| CN104674987A (en) * | 2015-02-13 | 2015-06-03 | 南京工业大学 | Self-heat-preservation superposed shear wall structure and construction process |
| CN204645318U (en) * | 2015-03-31 | 2015-09-16 | 浙江工业职业技术学院 | A kind of overlaid plate type shear wall |
| CN204715571U (en) * | 2015-06-05 | 2015-10-21 | 中建四局第一建筑工程有限公司 | A kind of high residential building energy-dissipating and shock-absorbing wall |
| CN205242695U (en) * | 2015-11-24 | 2016-05-18 | 绍兴宝业西伟德混凝土预制件有限公司 | Take superimposed shear wall of keyway that shears |
-
2015
- 2015-11-24 CN CN201510824225.3A patent/CN105442729A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015040401A (en) * | 2013-08-21 | 2015-03-02 | 株式会社竹中工務店 | Wall structure |
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN204112525U (en) * | 2014-09-12 | 2015-01-21 | 上海市城市建设设计研究总院 | Band perps precast shear wall structure in strong concrete precast frame |
| CN104674987A (en) * | 2015-02-13 | 2015-06-03 | 南京工业大学 | Self-heat-preservation superposed shear wall structure and construction process |
| CN204645318U (en) * | 2015-03-31 | 2015-09-16 | 浙江工业职业技术学院 | A kind of overlaid plate type shear wall |
| CN204715571U (en) * | 2015-06-05 | 2015-10-21 | 中建四局第一建筑工程有限公司 | A kind of high residential building energy-dissipating and shock-absorbing wall |
| CN205242695U (en) * | 2015-11-24 | 2016-05-18 | 绍兴宝业西伟德混凝土预制件有限公司 | Take superimposed shear wall of keyway that shears |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024989A (en) * | 2018-09-18 | 2018-12-18 | 三筑工科技有限公司 | Precast shear wall body and precast shear wall body production method |
| CN114045958A (en) * | 2021-11-29 | 2022-02-15 | 江苏科技大学 | Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105317137B (en) | Precast wall body, wallboard and its construction method and prefabricated panel production method | |
| CN104790676A (en) | Rapid leveling and alignment device and method for installation of prefabricated wallboards | |
| CN102828468B (en) | Construction method for controlling prefabricated crack of high-strength thin-walled box girder under high-temperature dry condition | |
| CN110284587A (en) | A kind of prefabricated window and connection joints of steel structure and the construction method of floaing of staggered floor | |
| CN103306497B (en) | Shock prevention and strengthening construction method for existing brickwork dwelling house fabricated structure | |
| CN110565974A (en) | method for transforming existing building structure | |
| CN207110214U (en) | A kind of prefabricated interior fill concrete wallboard | |
| CN204645253U (en) | A kind of prefabricated house | |
| CN103132660B (en) | Concrete precast stairway fixed end support | |
| CN104895221B (en) | Assembled shaped steel confined concrete shear wall structure | |
| CN105442729A (en) | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof | |
| CN106368445B (en) | Existing building reinforces self-supporting heat-insulating integral system and construction method | |
| CN109797902A (en) | Prefabrication ash wall body plate | |
| JP5865567B2 (en) | Connecting slab and its construction method | |
| CN106223460B (en) | The prefabricated construction method of large scale wallboard | |
| KR100726111B1 (en) | Bathroom bottom manufacture method using precast concreat slab | |
| CN107237448A (en) | A kind of prefabricated interior fill concrete wallboard and its manufacture method | |
| CN205242695U (en) | Take superimposed shear wall of keyway that shears | |
| CN101761287A (en) | Reinforced concrete windowsill coping adverse construction method | |
| CN109853803B (en) | Assembled integral floor slab and manufacturing and installing method | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN104047381B (en) | Assembled integral rare-reinforcement concrete shear wall structure | |
| Zhao | Features and construction of prefabricated buildings | |
| CN210140846U (en) | Independent foundation of precast concrete dry type combination | |
| CN104234432B (en) | Shed deckhead construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160330 |