CN206667459U - A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall - Google Patents
A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall Download PDFInfo
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- CN206667459U CN206667459U CN201720163067.6U CN201720163067U CN206667459U CN 206667459 U CN206667459 U CN 206667459U CN 201720163067 U CN201720163067 U CN 201720163067U CN 206667459 U CN206667459 U CN 206667459U
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- steel bar
- prefabrication type
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- reinforced concrete
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Abstract
The utility model discloses a kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall, including basis, basement, vertical member, horizontal member, prefabrication type reinforced concrete stairs, prefabrication type armored concrete partition wall；Connecting node between vertical member of the present utility model is attached using tie hoop constraint slurry anchor bar splicing, the connecting node of horizontal member and vertical member is attached using reserved steel bar overlapping cast-in-site, improves component switching performance and load carrying capacity；The dosage of the circulation material such as job site template and support system, shorten the completion time of project, reduce the amount of labour used, reduce labor strength；Job site workload is reduced, the pollution such as dust, noise is reduced, is advantageous to environmental protection.
Description
Technical field
The present invention relates to technical field of buildings, a kind of especially pre-splicing Standard formula of prefabrication type reinforced concrete shear wall
Building.
Background technology
For many years, China's construction uses live formwork supporting plate more, poured in place concrete, it is necessary to substantial amounts of template,
Workload is big, and the duration is also longer, can not also break away from construction bad environments, waste of material, with the big situation of water power consumption, special
It is not that construction quality cannot ensure, continually along with noise pollution in work progress, in order to save template, improves when making
Execution conditions, raise labour productivity, accelerating construction progress, in factory or precasting yard with the various building structure of mechanization production
Accessory and concrete component, installation is then carried out at the construction field (site), reinforcing bar, company are passed through by precast concrete or part
Fitting or apply prestressing force connected and poured in place concrete and form overall structure, material is thus formed pre-splicing structure
Assembled architecture, it is the building of industrialized construction.
The content of the invention
It is an object of the invention to provide a kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall.
To achieve these goals, technical solution of the invention is：A kind of prefabrication type reinforced concrete shear wall is pre-
Spelling Standard formula building includes basis, basement, vertical member, horizontal member, prefabrication type reinforced concrete stairs, prefabrication type
Armored concrete partition wall；Wherein, vertical member includes prefabrication type reinforced concrete shear wall and prefabrication type steel reinforced concrete shearing force
Post, horizontal member include prefabrication type reinforced beam and prefabrication type reinforced concrete floor.
Connecting node between described vertical member is attached using tie hoop constraint slurry anchor bar splicing, described
Horizontal member and vertical member connecting node using reserved steel bar overlapping cast-in-place concrete be attached, described is pre-
The connecting node of steel bar concrete staircase and vertical member processed is attached using reserved steel bar overlapping cast-in-place concrete,
Described prefabrication type reinforced concrete stairs and the connecting node of horizontal member are using reserved steel bar overlapping cast-in-place concrete
It is attached, the connecting node between described prefabrication type reinforced beam is carried out using reserved steel bar cast-in-place concrete
Connection, the connecting node of described prefabrication type reinforced beam and prefabrication type reinforced concrete floor are overlapped using reserved steel bar
Cast-in-place concrete is attached；Described vertical member and the connecting node on basis and/or basement use tie hoop
Constraint slurry anchor bar splicing is attached, and horizontal member is overlapped with the connecting node of basis and/or basement using reserved steel bar
Cast-in-place concrete is attached.
Further, described basis and basement are cast in situs reinforced concrete structures；
Described vertical member includes injected hole, grouting pipe, reserved joint bar, embedded bar, tie hoop, prefabricated vertical
Component lateral surface, Prefabricated vertical member reserved steel bar；Vertical prefabricated components are provided with Prefabricated vertical member lateral surface, vertical pre-
The bottom of component processed is provided with vertical grouting pipe, vertical prefabricated components Prefabricated vertical member lateral surface opposite in
The top of grouting pipe is provided with injected hole obliquely, and the bottom of grouting pipe is provided with tie hoop, vertical prefabricated components
There is provided the embedded bar through tie hoop, vertical prefabricated components are also provided with Prefabricated vertical member reserved steel bar, vertical pre-
The top of component processed is provided with reserved joint bar；
Described prefabrication type reinforced concrete floor include floor in-situ layer, floor reserved steel bar, reserved steel bar in-situ layer,
Precast floor slab overlapping layers, floor sawtooth steel bar；The precast floor slab overlapping layers of prefabrication type reinforced concrete floor be concrete with
The prefabricated components of floor sawtooth steel bar, the serrated portion of floor sawtooth steel bar is placed in the top of precast floor slab overlapping layers, naked
It is exposed to above precast floor slab overlapping layers, prefabrication type reinforced concrete floor is also provided with floor reserved steel bar；
Described precast beam includes beam groove in-situ layer, precast beam reserved steel bar, precast beam groove；The top surface of precast beam is provided with
Precast beam groove, the side of precast beam groove are provided with precast beam reserved steel bar.
The beneficial effects of the invention are as follows：The component of the present invention is made using batch production, and product quality is easy to control；Vertical structure
Connecting node between part is attached using tie hoop constraint slurry anchor bar splicing, the connection of horizontal member and vertical member
Node is attached using reserved steel bar overlapping cast-in-site, improves component switching performance and load carrying capacity；Job site
The dosage of the circulation material such as template and support system, shorten the completion time of project, reduce the amount of labour used, reduce labor strength；Reduce
Job site workload, the pollution such as dust, noise is reduced, is advantageous to environmental protection.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and detailed description.
Attachment structure schematic diagram of the accompanying drawing 1 between the vertical prefabricated components of the present invention；
Accompanying drawing 2 is the vertically attachment structure schematic diagram of prefabricated components and prefabrication type reinforced concrete floor of the invention；
Accompanying drawing 3 is the attachment structure schematic diagram of precast beam of the present invention and prefabrication type reinforced concrete floor.
In figure：1st, upper strata precast shear wall, 11, injected hole, 12, grouting pipe, 13, reserved joint bar, 14, embedded bar,
15th, tie hoop, 16, shear wall lateral surface, 17, precast shear wall reserved steel bar, 2, floor, 21, floor in-situ layer, 22, building
Plate reserved steel bar, 23, reserved steel bar in-situ layer, 24, precast floor slab overlapping layers, 25, floor sawtooth steel bar, 3, precast beam, 31,
Beam groove in-situ layer, 32, precast beam reserved steel bar, 33, precast beam groove, 4, lower floor precast shear wall
Embodiment
A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall includes basis, basement, vertically prefabricated
Component, horizontal prefabricated components, prefabrication type reinforced concrete stairs, prefabrication type armored concrete partition wall；Vertical prefabricated components include
Prefabrication type reinforced concrete shear wall and prefabrication type steel reinforced concrete shearing force post, horizontal prefabricated components include prefabrication type reinforced concrete
Tu Liang and prefabrication type reinforced concrete floor.
Connecting node between described vertical prefabricated components is attached using tie hoop constraint slurry anchor bar splicing,
The connecting node of described horizontal prefabricated components and vertical prefabricated components is carried out using reserved steel bar overlapping cast-in-place concrete
Connection, the connecting node of described prefabrication type reinforced concrete stairs and vertical prefabricated components are poured using reserved steel bar overlapping scene
Note concrete is attached, and the connecting node of described prefabrication type reinforced concrete stairs and horizontal prefabricated components uses reserved steel
Muscle overlapping cast-in-place concrete is attached, and the connecting node between described prefabrication type reinforced beam is using reserved steel
Muscle cast-in-place concrete is attached, the connection of described prefabrication type reinforced beam and prefabrication type reinforced concrete floor
Node is attached using reserved steel bar overlapping cast-in-place concrete；Described vertical prefabricated components and basis and/or underground
The connecting node of room is attached using tie hoop constraint slurry anchor bar splicing, horizontal prefabricated components and basis and/or underground
The connecting node of room is attached using reserved steel bar overlapping cast-in-place concrete.
Further, described basis and basement are cast in situs reinforced concrete structures；
Connection between vertical prefabricated components is as shown in Figure 1：Described vertical member 1 includes injected hole 11, Grouting Pipe
Road 12, reserved joint bar 13, embedded bar 14, tie hoop 15, Prefabricated vertical member lateral surface 16, Prefabricated vertical member reserve steel
Muscle 17；Vertical prefabricated components 1 are provided with Prefabricated vertical member lateral surface 16, are provided with the bottom of vertical prefabricated components 1 vertical
Grouting pipe 12, vertical prefabricated components 1 Prefabricated vertical member lateral surface 16 opposite at the top of grouting pipe 12
There is provided injected hole 11 obliquely, the bottom of grouting pipe 12 is provided with tie hoop 15, and vertical prefabricated components 1 are provided with and worn
The embedded bar 14 of tie hoop 15 is crossed, vertical prefabricated components 1 are also provided with Prefabricated vertical member reserved steel bar 17, vertical prefabricated
The top of component 2 is provided with reserved joint bar 13, also, vertical prefabricated components 2 and vertical prefabricated components 2 construct with identical；
During connection construction, plant equipment rises and slings vertical member 1, the slip casting by the reserved joint bar 13 of vertical member 2 as vertical member 1
In pipeline 12, it is passed through tie hoop 15, gently fall vertical member 1, make vertical member 1 and vertical member 2 lucky
Concavo-convex contact interface is coincide, and concrete grouting material, seam crossing elastic sealant are injected into grouting pipe 12 from injected hole 11
Handled, you can.
The connection of vertical prefabricated components and horizontal prefabricated components as shown in Figure 2, with vertical prefabricated components and prefabricated shaped steel
Exemplified by the connection of bar concrete floor, it is further elaborated：It is cast-in-place that described prefabrication type reinforced concrete floor 2 includes floor
Layer 21, floor reserved steel bar 22, reserved steel bar in-situ layer 23, precast floor slab overlapping layers 24, floor sawtooth steel bar 25；Prefabrication type
The precast floor slab overlapping layers 24 of reinforced concrete floor 2 is the prefabricated components of concrete and floor sawtooth steel bar 25, and floor is sawed
The serrated portion of flute profile reinforcing bar 25 is placed in the top of precast floor slab overlapping layers 24, is exposed to above precast floor slab overlapping layers 24,
Prefabrication type reinforced concrete floor 2 is also provided with floor reserved steel bar 22；During connection construction, plant equipment slings prefabricated steel bar
Concrete floor 2, make the floor reserved steel bar 22 and the reserved steel bar 17 of Prefabricated vertical member 1 of prefabrication type reinforced concrete floor 2
Overlapped, cast-in-site coagulation is carried out in the region that floor reserved steel bar 22 and Prefabricated vertical member reserved steel bar 17 overlap
Soil, reserved steel bar in-situ layer 23 is obtained, while cast-in-place concrete is also carried out on the top of precast floor slab overlapping layers 24, be made
Interlock ratcheting floor in-situ layer 21 with precast floor slab overlapping layers 24, floor in-situ layer 21 also passes through with precast floor slab overlapping layers 24
Floor sawtooth steel bar 25 is connected and reinforced, you can.
Connection between horizontal prefabricated components as shown in Figure 3, with the company of precast beam and prefabrication type reinforced concrete floor
Example is connected in, is further elaborated：Described precast beam includes beam groove in-situ layer 31, precast beam reserved steel bar 32, precast beam groove
33；The top surface of precast beam 3 is provided with precast beam groove 33, and the side of precast beam groove 33 is provided with precast beam reserved steel bar 32；Connection
During construction, precast beam 3 and prefabrication type reinforced concrete floor 2 are sling using plant equipment so that precast beam reserved steel bar 32 with
Floor reserved steel bar 22 is overlapped, and precast beam reserved steel bar 32 is located in the region of precast beam groove 33 with floor reserved steel bar 22
, cast-in-place concrete is carried out to it, beam groove in-situ layer 31 is made, while also carry out on the top of precast floor slab overlapping layers 24
Cast-in-place concrete, it is made and interlocks ratcheting floor in-situ layer 21, floor in-situ layer 21 and beam with precast floor slab overlapping layers 24
Groove in-situ layer 31 is also connected and reinforced by floor sawtooth steel bar 25, you can.
Described above, embodiment is only that the preferred embodiment of the present invention is described, not to the present invention's
Scope is defined, on the premise of the spirit of the technology of the present invention is not departed from, skill of this area engineers and technicians to the present invention
The various modifications and improvement that art scheme is made, it all should fall into the protection domain of claims of the present invention determination.
Claims (2)
1. a kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall, it is characterized in that：A kind of described prefabrication type
The pre-splicing Standard formula building of reinforced concrete shear wall includes basis, basement, vertical member, horizontal member, prefabricated shaped steel
Reinforced concrete stair, prefabrication type armored concrete partition wall；Wherein, vertical member includes prefabrication type reinforced concrete shear wall and pre-
Steel bar concrete shear post processed, horizontal member include prefabrication type reinforced beam and prefabrication type reinforced concrete floor；
Connecting node between described vertical member is attached using tie hoop constraint slurry anchor bar splicing, described water
The connecting node of flat component and vertical member is attached using reserved steel bar overlapping cast-in-place concrete, described prefabrication type
The connecting node of reinforced concrete stairs and vertical member is attached using reserved steel bar overlapping cast-in-place concrete, described
Prefabrication type reinforced concrete stairs and horizontal member connecting node using reserved steel bar overlapping cast-in-place concrete carry out
Connect, the connecting node between described prefabrication type reinforced beam is connected using reserved steel bar cast-in-place concrete
Connect, the connecting node of described prefabrication type reinforced beam and prefabrication type reinforced concrete floor is existing using reserved steel bar overlapping
Field cast concrete is attached；Described vertical member uses tie hoop about with the connecting node of basis and/or basement
Beam slurry anchor bar splicing is attached, and horizontal member is existing using reserved steel bar overlapping with the connecting node of basis and/or basement
Field cast concrete is attached.
2. the pre-splicing Standard formula building of a kind of prefabrication type reinforced concrete shear wall according to claim 1, its feature
It is：Described basis and basement are cast in situs reinforced concrete structures；Described vertical member includes injected hole, slip casting
Pipeline, reserved joint bar, embedded bar, tie hoop, Prefabricated vertical member lateral surface, Prefabricated vertical member reserved steel bar；Vertically
Prefabricated components are provided with Prefabricated vertical member lateral surface, and vertical grouting pipe is provided with the bottom of vertical prefabricated components, erect
To prefabricated components Prefabricated vertical member lateral surface opposite in being provided with injected hole obliquely at the top of grouting pipe,
The bottom of grouting pipe is provided with tie hoop, and vertical prefabricated components are provided with the embedded bar through tie hoop, vertical pre-
Component processed is also provided with Prefabricated vertical member reserved steel bar, and the top of vertical prefabricated components is provided with reserved joint bar；Described is pre-
Shaped steel bar concrete floor processed include floor in-situ layer, floor reserved steel bar, reserved steel bar in-situ layer, precast floor slab overlapping layers,
Floor sawtooth steel bar；The precast floor slab overlapping layers of prefabrication type reinforced concrete floor is concrete and floor sawtooth steel bar
Prefabricated components, the serrated portion of floor sawtooth steel bar are placed in the top of precast floor slab overlapping layers, are exposed to precast floor slab overlapping
Above layer, prefabrication type reinforced concrete floor is also provided with floor reserved steel bar；Described precast beam include beam groove in-situ layer,
Precast beam reserved steel bar, precast beam groove；The top surface of precast beam is provided with precast beam groove, and the side of precast beam groove is provided with precast beam
Reserved steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720163067.6U CN206667459U (en) | 2017-02-23 | 2017-02-23 | A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720163067.6U CN206667459U (en) | 2017-02-23 | 2017-02-23 | A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall |
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| Publication Number | Publication Date |
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| CN206667459U true CN206667459U (en) | 2017-11-24 |
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| CN201720163067.6U Expired - Fee Related CN206667459U (en) | 2017-02-23 | 2017-02-23 | A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265824A (en) * | 2018-01-24 | 2018-07-10 | 西安建筑科技大学 | A kind of high ductility concrete beam and column node of assembled and connection method |
| CN108468390A (en) * | 2018-05-21 | 2018-08-31 | 易筑集合（北京）科技有限公司 | A kind of board-like assembled architecture floor wallboard articulated system |
| CN110080394A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of connection structure and connection method of prefabricated component |
| CN110318426A (en) * | 2019-08-07 | 2019-10-11 | 哈尔滨工业大学 | A kind of assembled Steel-concrete Composite subway station and assembly method |
| CN111021585A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Assembled shear force wall and heat preservation partition wall together prefabricate connection structure |
| CN112627380A (en) * | 2020-11-30 | 2021-04-09 | 康博达节能科技有限公司 | Precast concrete wall body connected by non-grouting sleeve and installation method |
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2017
- 2017-02-23 CN CN201720163067.6U patent/CN206667459U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265824A (en) * | 2018-01-24 | 2018-07-10 | 西安建筑科技大学 | A kind of high ductility concrete beam and column node of assembled and connection method |
| CN108468390A (en) * | 2018-05-21 | 2018-08-31 | 易筑集合（北京）科技有限公司 | A kind of board-like assembled architecture floor wallboard articulated system |
| CN110080394A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of connection structure and connection method of prefabricated component |
| CN110080394B (en) * | 2019-04-23 | 2024-05-28 | 中铁第四勘察设计院集团有限公司 | Connecting structure and connecting method of assembled prefabricated components |
| CN110318426A (en) * | 2019-08-07 | 2019-10-11 | 哈尔滨工业大学 | A kind of assembled Steel-concrete Composite subway station and assembly method |
| CN110318426B (en) * | 2019-08-07 | 2024-01-09 | 哈尔滨工业大学 | Assembled steel-concrete mixed structure subway station and assembling method |
| CN111021585A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Assembled shear force wall and heat preservation partition wall together prefabricate connection structure |
| CN112627380A (en) * | 2020-11-30 | 2021-04-09 | 康博达节能科技有限公司 | Precast concrete wall body connected by non-grouting sleeve and installation method |
| CN112627380B (en) * | 2020-11-30 | 2024-08-13 | 康博达建设科技集团有限公司 | Precast concrete wall connected by non-grouting sleeve and mounting method |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171124 Termination date: 20190223 |
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| CF01 | Termination of patent right due to non-payment of annual fee |