CN208267174U - A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection - Google Patents
A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection Download PDFInfo
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- CN208267174U CN208267174U CN201820606894.2U CN201820606894U CN208267174U CN 208267174 U CN208267174 U CN 208267174U CN 201820606894 U CN201820606894 U CN 201820606894U CN 208267174 U CN208267174 U CN 208267174U
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Abstract
The overlaid plate type heat-preservation shear wall that the utility model discloses a kind of by squeezing sleeve connection, it includes the prefabricated composite external wall panel overlapped up and down and precast concrete lining, by passing through the pre-buried stiffener overlap joint in scene on exterior wall steel mesh between the prefabricated composite external wall panel overlapped up and down, pass through the extruding sleeve mechanical connection for the interior wall vertical reinforcement being arranged on interior wall steel mesh between the precast concrete lining overlapped up and down；Cast in situs walls concrete layer in inner-outer wall cavity between prefabricated composite external wall panel and precast concrete lining.Vertical reinforcement between the side lining of the utility model is press-connected by mechanical sleeves, and outside is connected by bar splicing, efficiently solves the connectivity problem of vertical reinforcement between prefabricated panel, structure is safe and reliable；The utility model is more conducive to assembled architecture industrialization, standardized production；Save the resources such as artificial, mold；Also ensure the safety of structure.
Description
Technical field
The utility model relates to building field, specifically a kind of overlaid plate type by squeezing sleeve connection keeps the temperature shearing
Wall.
Background technique
In existing country's assembled architecture specification, have prefabricated composite plate shear wall technical system, overlaid plate type shearing
Wall exterior-wall heat insulation is completed by construction site secondary installing, the wall Vertical bar connection mode joint bar pre-buried by scene, with
Joint bar, is connect by the vertical reinforcement indirect overlap joint in composite plate shear wall by cast-in-place concrete with composite plate shear wall
It is integral.Since vertical reinforcement fails to be connected directly, stress is more weak at this, and building height is limited, is difficult to embody assembled
The advantage of building industrialization development.
In view of this, the applicant provides a kind of improved overlaid plate type heat-preservation shear wall.
Utility model content
The purpose of this utility model is to provide a kind of novel prefabricated thermal insulation composite plate shear walls, are single with wall
Member, prefabricated by factory normalization, in-site installation is fixed, and finally cast-in-place concrete makes precast wall body and entire in wall cavity
Building connection, and form a monoblock type building.
To achieve the above object, the utility model provides the following technical solutions:
A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection comprising the prefabricated composite exterior wall overlapped up and down
Plate and precast concrete lining, the prefabricated composite external wall panel are connected by Screw arbor with nut at both-ends respectively with precast concrete lining
It connects；The prefabricated composite external wall panel includes being successively arranged outer page wallboard, insulation board and exterior wall steel mesh, outer page wallboard from outside to inside
It is connected with insulation board by several glass fibre connectors；Precast concrete lining includes interior wall steel mesh and interior page wallboard；
It is described by passing through the pre-buried stiffener overlap joint in scene on exterior wall steel mesh between the prefabricated composite external wall panel overlapped up and down
By the extruding sleeve for the interior wall vertical reinforcement being arranged on interior wall steel mesh between the precast concrete lining overlapped up and down
Mechanical connection；Cast in situs wall coagulation in inner-outer wall cavity between prefabricated composite external wall panel and precast concrete lining
Soil layer.
Preferably, the insulation board is layed in the protective layer plastic mattress for the exterior wall horizontal reinforcement being connected on exterior wall steel mesh
On circle.
Preferably, the through-hole for blocking reinforcing bar is equipped in the middle part of the protective layer plastic washer and reinforcing bar is caught in mouth.
Preferably, equipped with piece between the prefabricated composite external wall panel overlapped up and down, between the insulation board overlapped up and down
Equipped with insulation board backing plate, weather-proof marine glue is equipped between the outer page wallboard that overlaps up and down；The position of the insulation board backing plate is higher than
Weather-proof marine glue.
Further, the interior page wallboard bottom on the upper layer is equipped with sizing punching block, and the sizing punching block is dedicated by envelope mould
Bolt is connect with interior page wallboard, is used as bottom envelope mould；The precast concrete lining end of the lower layer is provided with prefabricated folded
Close floor, poured in place concrete floorboard on the Prefabricated stacking floor.
Compared with prior art, the utility model has the beneficial effects that
Compared with prior art, component in process of production, saves a large amount of sizing punching block and artificial to the present invention, compared with
Sandwich sleeve shear wall is more suitable for streamlined production；Vertical reinforcement between component side lining is squeezed by mechanical sleeves to be connected
It connects, outside is connected by bar splicing, efficiently solves the connectivity problem of vertical reinforcement between prefabricated panel, structure safely may be used
It leans on；Finally by cast-in-place concrete in the cavity between external and internal wall, it ensure that entire component and build the globality of itself,
Also solves the problems, such as assembled architecture outer wall edge joint position leak simultaneously.In summary, which is more conducive to assembled and builds
Build industrialization, standardized production；Save the resources such as artificial, mold；Also ensure the safety of structure.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawing:
Fig. 1 is the profilograph of the utility model；
Fig. 2 is the drawing in side sectional elevation of the utility model；
The structural schematic diagram for the split bolt that Fig. 3 is connected between the inside and outside page wallboard in Fig. 1；
Fig. 4 is the interior page wallboard Vertical bar connection schematic diagram in Fig. 1；
Fig. 5 is the structural schematic diagram of the connector of connection siphonal lobe wall and heat preservation plate material shown in Fig. 2；
Fig. 6 is the structural schematic diagram for connecting the protective layer washer in cavity between horizontal reinforcement and insulation board in Fig. 1.
In figure, the outer page wallboard of 1-；2- exterior wall horizontal reinforcement；3- exterior wall vertical reinforcement；The pre-buried stiffener in the scene 4-；5- is protected
Warm plate；6- protective layer plastic washer；Page wallboard in 7-；8- seals mould special bolt；9- interior wall vertical reinforcement；10- squeezes sleeve；
11- sizing punching block；12- insulation board backing plate；The weather-proof marine glue of 13-；14- concrete building panel；15- Prefabricated stacking floor；In 16-
Exterior wall cavity；17- split bolt；18- glass fibre connector.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Refering to fig. 1~2, the overlaid plate type heat-preservation shear wall by squeezing sleeve connection in the utility model embodiment,
It includes the prefabricated composite external wall panel overlapped up and down and precast concrete lining, the prefabricated composite external wall panel and concrete
Native lining passes through Screw arbor with nut at both-ends 17 respectively and is connected；The prefabricated composite external wall panel includes being successively arranged outer page wall from outside to inside
Plate 1, insulation board 5 and exterior wall steel mesh, outer page wallboard 1 and insulation board 5 are connected by several glass fibre connectors 18；It is prefabricated mixed
Solidifying soil lining includes interior wall steel mesh and interior page wallboard 7；Pass through exterior wall between the prefabricated composite external wall panel overlapped up and down
It is overlapped on steel mesh by the pre-buried stiffener 4 in scene, passes through setting between the precast concrete lining overlapped up and down
The extruding sleeve 10 of interior wall vertical reinforcement 9 on interior wall steel mesh is mechanically connected.In prefabricated composite external wall panel and concrete
Cast in situs walls concrete layer in inner-outer wall cavity 16 between native lining.The insulation board 5, which is layed in, is connected to exterior wall
On the protective layer plastic washer 6 of exterior wall horizontal reinforcement 2 on steel mesh.It, can will be outer for the mechanical strength for guaranteeing heat-preservation shear wall
3 top section bending reinforcing steel bar of wall vertical reinforcement connects in inside wall concrete.
Refering to fig. 1~2, piece, the insulation board overlapped up and down are equipped between the prefabricated composite external wall panel overlapped up and down
Between be equipped with insulation board backing plate 12, it is ensured that the continuity of exterior-wall heat insulation；It is equipped between the outer page wallboard 1 overlapped up and down weather-proof anti-
Glue 13；The position of the insulation board backing plate 12 is higher than weather-proof marine glue 13, solves assembled architecture outer wall edge joint position leak
The problem of.Interior 7 bottom of page wallboard on the upper layer is equipped with sizing punching block 11, and the sizing punching block 11 passes through envelope mould special bolt 8
It connect with interior page wallboard 7, is used as bottom envelope mould；The precast concrete lining end of the lower layer is provided with prefabricated overlapping building
Plate 15, poured in place concrete floorboard 14 on the Prefabricated stacking floor 15.After the installation of all components is just, in inner-outer wall
Casting concrete in cavity 16 ultimately forms the assembled architecture outer wall of monoblock type.
As shown in figure 3, the split bolt 17 includes T shape to drawing nut and to drawing screw, described pair of drawing nut and right
Screw is drawn to be connected through a screw thread.The glass fibre connector 18 is as shown in Figure 4.
As shown in figure 5, the extruding sleeve 10, for being connected and fixed interior wall vertical reinforcement 9, vertical reinforcement 9 is upper and lower level
The protruding bar of prefabricated panel needs consistency from top to bottom when installing wallboard, after upper and lower reinforcing bar is inserted into sleeve, is squeezed by dedicated hydraulic
Press equipment to squeeze sleeve, in realization between wainscot sheathing reinforcing bar connection.
As shown in fig. 6, being caught in mouth, section equipped with the through-hole and reinforcing bar for blocking reinforcing bar in the middle part of the protective layer plastic washer 6
For circle, 6 outermost of protective layer plastic washer is also provided with detent projection.Protective layer plastic washer 6 is stuck on reinforcing bar, production
Process is tiled state, and insulation board avoids concrete from pouring by keeping certain spacing between protective layer plastic washer 6 and reinforcing bar
Reinforcing bar and insulation board bond together after the completion of building.
Specific embodiment of the present invention: including three big steps:
First: production process:
Novel prefabricated thermal insulation composite plate shear wall production technology: lining 7 produce, bound first interior wall steel mesh and
Required built-in fitting on exterior wall steel mesh, then pre-buried split bolt 17 and envelope mould special bolt 8 and other linings, wait pour
The interior production of page wallboard 7 is completed after inner concrete；Exterior wall horizontal reinforcement 2 in cavity is bound on exterior wall vertical reinforcement 3, and
Block a certain number of protective layer plastic washers 6 on the exterior wall horizontal reinforcement 2 bound, guarantor is then spread on protective layer washer 6
Warm plate 5, and glass fibre connector 18 is inserted on insulation board 5, after the completion of the reinforced mesh in outer page wallboard 1 is laid with, pour
The concrete of outer page wallboard 1 is built, entire wallboard production is completed.
Second: scene lifting installation
The wallboard is lifted into designated position by lifting equipment, perpendicular by squeezing the connection interior wall of sleeve 10 after being fixed temporarily
To reinforcing bar 3, sizing punching block 11 will be fixed under interior page wallboard 7 by sealing mould special bolt 8 after the completion of connection, as pre-
Envelope mould in interior wall bottom processed is used, and wallboard is installed at this time.The pre-buried stiffener 4 in scene needs lower-layer concrete complete before pouring in figure
At pre-buried, insulation board 5 need to the pre-buried laying before wallboard lifts.
Third pours the interior of composite plate shear wall after Prefabricated stacking floor 15 and other processes are all installed
Concrete and concrete building panel 14 in exterior wall cavity 16 finally break weather-proof marine glue at upper and lower level Side fascia waterproof tongue and groove
13。
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
Claims (5)
1. a kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection, it is characterised in that: prefabricated including what is overlapped up and down
Compound external wall panel and precast concrete lining, the prefabricated composite external wall panel and precast concrete lining are respectively by drawing
Screw rod (17) is connected；The prefabricated composite external wall panel include be successively arranged from outside to inside outer page wallboard (1), insulation board (5) and
Exterior wall steel mesh, outer page wallboard (1) are connected with insulation board (5) by several glass fibre connectors (18)；In precast concrete
Wallboard includes interior wall steel mesh and interior page wallboard (7)；Pass through exterior wall reinforcing bar between the prefabricated composite external wall panel overlapped up and down
It is online to be overlapped by the pre-buried stiffener (4) in scene, existed between the precast concrete lining overlapped up and down by setting
The extruding sleeve (10) of interior wall vertical reinforcement (9) on interior wall steel mesh is mechanically connected；In prefabricated composite external wall panel and prefabricated mixed
The interior cast in situs walls concrete layer of inner-outer wall cavity (16) between solidifying soil lining.
2. overlaid plate type heat-preservation shear wall according to claim 1, it is characterised in that: the insulation board (5) is layed in card
It connects on the protective layer plastic washer (6) of the exterior wall horizontal reinforcement (2) on exterior wall steel mesh.
3. overlaid plate type heat-preservation shear wall according to claim 2, it is characterised in that: the protective layer plastic washer (6)
Middle part is equipped with the through-hole for blocking reinforcing bar and reinforcing bar is caught in mouth.
4. overlaid plate type heat-preservation shear wall according to claim 1, it is characterised in that: what is overlapped above and below described is prefabricated compound
It is equipped with piece between Side fascia, is equipped with insulation board backing plate (12) between the insulation board overlapped up and down, the outer page wallboard overlapped up and down
(1) weather-proof marine glue (13) are equipped between；The position of the insulation board backing plate (12) is higher than weather-proof marine glue (13).
5. overlaid plate type heat-preservation shear wall according to claim 1 or 4, it is characterised in that: the interior page wallboard on the upper layer
(7) bottom is equipped with sizing punching block (11), and the sizing punching block (11) is connect by sealing mould special bolt (8) with interior page wallboard (7),
It is used as bottom envelope mould；The precast concrete lining end of the lower layer is provided with Prefabricated stacking floor (15), described prefabricated
Poured in place concrete floorboard (14) on laminated floor slab (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820606894.2U CN208267174U (en) | 2018-04-26 | 2018-04-26 | A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820606894.2U CN208267174U (en) | 2018-04-26 | 2018-04-26 | A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267174U true CN208267174U (en) | 2018-12-21 |
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ID=64679609
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| CN201820606894.2U Active CN208267174U (en) | 2018-04-26 | 2018-04-26 | A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680831A (en) * | 2019-02-21 | 2019-04-26 | 汉尔姆建筑科技有限公司 | A kind of connection structure, wall and the building of shear wall and inside and outside metope |
| CN110029836A (en) * | 2019-05-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
| CN110219414A (en) * | 2019-05-31 | 2019-09-10 | 中国五冶集团有限公司 | A kind of assembly concrete floor construction and its construction method |
| CN110258849A (en) * | 2019-06-27 | 2019-09-20 | 三一筑工科技有限公司 | Sandwich heat preservation overlapped shear wall and production method |
| CN111255123A (en) * | 2020-02-12 | 2020-06-09 | 上海紫宝住宅工业有限公司 | Construction structure of vertical node level piece of sandwich heat preservation wall |
| CN113309259A (en) * | 2021-06-18 | 2021-08-27 | 武汉理工大学 | Integral horizontal joint of superposed shear wall and construction method |
| CN115095050A (en) * | 2022-06-20 | 2022-09-23 | 中铁建工集团有限公司 | Construction method for first-floor outer wall of building |
-
2018
- 2018-04-26 CN CN201820606894.2U patent/CN208267174U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680831A (en) * | 2019-02-21 | 2019-04-26 | 汉尔姆建筑科技有限公司 | A kind of connection structure, wall and the building of shear wall and inside and outside metope |
| CN110029836A (en) * | 2019-05-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
| CN110219414A (en) * | 2019-05-31 | 2019-09-10 | 中国五冶集团有限公司 | A kind of assembly concrete floor construction and its construction method |
| CN110258849A (en) * | 2019-06-27 | 2019-09-20 | 三一筑工科技有限公司 | Sandwich heat preservation overlapped shear wall and production method |
| CN111255123A (en) * | 2020-02-12 | 2020-06-09 | 上海紫宝住宅工业有限公司 | Construction structure of vertical node level piece of sandwich heat preservation wall |
| CN113309259A (en) * | 2021-06-18 | 2021-08-27 | 武汉理工大学 | Integral horizontal joint of superposed shear wall and construction method |
| CN115095050A (en) * | 2022-06-20 | 2022-09-23 | 中铁建工集团有限公司 | Construction method for first-floor outer wall of building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No.9 Shuicheng Road, Tinghu District, Yancheng City, Jiangsu Province, 224000 Patentee after: Jiangsu Zhongying international assembly construction technology Co.,Ltd. Address before: 224001 15 / F (7), building 1, Xinhua Road, Yancheng City, Jiangsu Province Patentee before: JIANGSU ZHONGYING INTERNATIONAL PREFABRICATED CONSTRUCTION TECHNOLOGY INDUSTRIAL PARK Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 224000 9 Shuicheng Road, Tinghu District, Yancheng City, Jiangsu Province Patentee after: Jiangsu Qianhe prefabricated construction technology Co.,Ltd. Address before: 224000 9 Shuicheng Road, Tinghu District, Yancheng City, Jiangsu Province Patentee before: Jiangsu Zhongying international assembly construction technology Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |