CN208518131U - A kind of module shear wall - Google Patents
A kind of module shear wall Download PDFInfo
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- CN208518131U CN208518131U CN201820843065.6U CN201820843065U CN208518131U CN 208518131 U CN208518131 U CN 208518131U CN 201820843065 U CN201820843065 U CN 201820843065U CN 208518131 U CN208518131 U CN 208518131U
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- shear wall
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Abstract
A kind of module shear wall, including several Linear shear wall modules, several Linear shear wall modules are vertical or horizontal to be spliced to form module shear wall；Linear shear wall module includes exterior wall band perps plate, interior wall band perps plate and connector；Exterior wall band perps plate is identical with the interior wall band hardened structure of perps；Exterior wall band perps plate and interior wall band perps plate parallel vertical are arranged, and several connectors are vertically fixedly installed between exterior wall band perps plate and interior wall band perps plate, form Linear shear wall module；There is protrusion in the module upper end of the utility model, realizes that grafting is integrated with positioning, saves special positioning step, and grafting is more secured up and down, prevents the phenomenon that being detached between module when casting concrete.
Description
Technical field
The utility model belongs to shear wall technical field, in particular to a kind of module shear wall.
Background technique
Shear wall is to be primarily subjected to horizontal loading caused by wind load or geological process and vertical lotus in house or structures
The wall of load, prevents structure shear from destroying.
Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block shear wall by structural material,
It is wherein the most commonly used with reinforced concrete shear wall.Existing shear wall is applying man-hour requirement positioning, and construction efficiency is low, while again
Amount is big, and transport is inconvenient, and transportation cost is high.
Existing there are also EPS shear wall, reinforcing bar is fixed by clamp, and clamp needs are separately installed, and installation difficulty is big, constructs
Construction efficiency is influenced in journey, also defines the quantity of installation reinforcing bar.
Utility model content
The purpose of this utility model is to provide a kind of module shear walls, to solve the above problems.
To achieve the above object, the utility model uses following technical scheme:
A kind of module shear wall, including several Linear shear wall modules, several Linear shear wall modules are longitudinal
Or horizontally-spliced formation module shear wall；Linear shear wall module includes exterior wall band perps plate, interior wall band perps plate and connection
Part；Exterior wall band perps plate is identical with the interior wall band hardened structure of perps；Exterior wall band perps plate and interior wall band perps plate parallel vertical are arranged,
Several connectors are vertically fixedly installed between exterior wall band perps plate and interior wall band perps plate, form Linear shear wall module；
Exterior wall band perps plate includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps
Plate is fixed on two faces of intermediate plate, and the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, and is formed
Rectangular parallelepiped structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and there is the exterior wall band perps of protrusion in side
Plate；The opening direction of perps plate perps is opposite.
Further, several protrusions are provided at the top of intermediate plate, the bottom of intermediate plate, which is provided with, to match with protrusion
Groove；The top of protrusion is equal to the height of perps plate to the height at the top of intermediate plate bottom groove.
Further, perps plate is the rectangular slab that single side is provided with several perps；The perps of perps plate is spaced set
Dovetail groove；The edge and dovetail groove internal edge of perps opening are rounded structure.
Further, connector is plate, and connector includes the first connector and the second connector；The first adjacent connection
The upper surface of part is in same level；The second connector is provided between the first adjacent connector, under the second connector
Surface and the lower surface of most marginal first connector are in same level；The upper surface of first connector is provided with several recessed
Slot, groove is interior to place reinforcing bar, and reinforcing bar connects several connectors.
Further, connector is plate, and connector includes the first connector and the second connector；The first adjacent connection
The upper surface of part is in same level；The second connector is provided between the first adjacent connector, under the second connector
Surface and the lower surface of most marginal first connector are in same level；Several holes are offered in first connector, in hole
Reinforcing bar is set, and reinforcing bar connects several connectors.
Further, concrete perfusion between exterior wall band perps plate and interior wall band perps plate, exterior wall band perps plate and interior wall
With perps plate far from smearing facing coating on the perps plate of connector.
Further, side protrusion side protrusion direction with interior wall with perps plate of the exterior wall with perps plate is opposite.
Further, exterior wall band perps plate, interior wall band perps plate and connector are made as by die box one-pass molding
It is whole.
Compared with prior art, the utility model has following technical effect:
There is protrusion in the module upper end of the utility model, realizes that grafting is integrated with positioning, saves special positioning step, and
Upper and lower grafting is more secured, prevents the phenomenon that being detached between module when casting concrete.
The utility model transport when can close-packed arrays, increase conevying efficiency, reduce transportation cost.
Reinforcing bar on the utility model connector avoids reinforcing bar from constructing using placing reinforcing bar or penetrating the form of reinforcing bar
Middle movement improves construction efficiency；This structure can not only improve shear wall intensity, and even more important is as needed in each section placement
The reinforcing bar or rod iron of different number play the role of needing to adjust shear wall rigidity according to building.The connection taken various forms
Part guarantees that bulging does not occur in external and internal wall in casting concrete.
There is the perps with fillet on the outside of the utility model structure, improve the binding force of anticracking grout or concrete and EPS,
It and be damaged module will not because of the collision of wedge angle during transportation.
Concrete perfusion between the utility model exterior wall band perps plate and interior wall band perps plate, exterior wall band perps plate and interior wall
With perps plate far from anticracking grout is smeared on the perps plate of connector, increase module strength and thermal insulation property, forms structural integrity
The wall of change.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model connecting-piece structure schematic diagram with holes；
Fig. 3 is connector distribution map；
Wherein: 1, exterior wall band perps plate；2, connector；3, interior wall band perps plate.
Specific embodiment
Below in conjunction with attached drawing, the present invention will be further described:
Please refer to Fig. 1 and Fig. 2, a kind of module shear wall, including several Linear shear wall modules, several "-" types
Shear wall module is vertical or horizontal to be spliced to form module shear wall；Linear shear wall module includes exterior wall band perps plate 1, interior wall
Band perps plate 3 and connector 2；Exterior wall band perps plate 1 is identical with interior wall band 3 structure of perps plate；Exterior wall band perps plate 1 and interior wall band
3 parallel vertical of perps plate setting, several connectors 2 be vertically fixedly installed on exterior wall band perps plate 1 and interior wall band perps plate 3 it
Between, form Linear shear wall module；
Exterior wall band perps plate 1 includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps
Plate is fixed on two faces of intermediate plate, and the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, and is formed
Rectangular parallelepiped structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and there is the exterior wall band perps of protrusion in side
Plate 1；The opening direction of perps plate perps is opposite.
Several protrusions are provided at the top of intermediate plate, the bottom of intermediate plate is provided with the groove to match with protrusion；Protrusion
Top to the top of intermediate plate bottom groove height be equal to perps plate height.
Perps plate is the rectangular slab that single side is provided with several perps；The perps of perps plate is the dovetail groove of spaced set；
The edge and dovetail groove internal edge of perps opening are rounded structure.
Connector 2 is plate, and connector 2 includes the first connector and the second connector；The first adjacent connector it is upper
Surface is in same level；Be provided with the second connector between the first adjacent connector, the lower surface of the second connector with
The lower surface of most marginal first connector is in same level；The upper surface of first connector is provided with several grooves, recessed
Reinforcing bar is placed in slot, reinforcing bar connects several connectors.
Connector 2 is plate, and connector 2 includes the first connector and the second connector；The first adjacent connector it is upper
Surface is in same level；Be provided with the second connector between the first adjacent connector, the lower surface of the second connector with
The lower surface of most marginal first connector is in same level；Several holes are offered in first connector, and steel is set in hole
Muscle, reinforcing bar connect several connectors.
Concrete perfusion between exterior wall band perps plate 1 and interior wall band perps plate 3, exterior wall band perps plate 1 and interior wall band perps
Plate 3 is far from smearing facing coating on the perps plate of connector 2.
Side protrusion side protrusion direction with interior wall with perps plate 3 of the exterior wall with perps plate 1 is opposite.
Exterior wall band perps plate 1, interior wall band perps plate 3 and connector 2 are made as entirety by die box one-pass molding.
Claims (8)
1. a kind of module shear wall, which is characterized in that including several Linear shear wall modules, several Linear shear walls
Module is vertical or horizontal to be spliced to form module shear wall；Linear shear wall module includes that exterior wall is perpendicular with perps plate (1), interior wall band
Stitch plate (3) and connector (2)；Exterior wall band perps plate (1) is identical with interior wall band perps plate (3) structure；Exterior wall band perps plate (1) and
Interior wall band perps plate (3) parallel vertical is arranged, and several connectors (2) are vertically fixedly installed on exterior wall band perps plate (1) and interior wall
Between band perps plate (3), Linear shear wall module is formed；
Exterior wall band perps plate (1) includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps plates
It is fixed on two faces of intermediate plate, the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, and forms length
Cube structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and there is the exterior wall band perps plate of protrusion in side
(1)；The opening direction of perps plate perps is opposite.
2. a kind of module shear wall according to claim 1, which is characterized in that be provided at the top of intermediate plate several convex
It rises, the bottom of intermediate plate is provided with the groove to match with protrusion；Height of the top of protrusion to the top of intermediate plate bottom groove
Degree is equal to the height of perps plate.
3. a kind of module shear wall according to claim 1, which is characterized in that perps plate is that single side is provided with several perps
Rectangular slab；The perps of perps plate is the dovetail groove of spaced set；The edge and dovetail groove internal edge of perps opening
It is rounded structure.
4. a kind of module shear wall according to claim 1, which is characterized in that connector (2) is plate, connector (2)
Including the first connector and the second connector；The upper surface of the first adjacent connector is in same level；Adjacent first
It is provided with the second connector between connector, the lower surface of the lower surface of the second connector and most marginal first connector is same
On one horizontal plane；The upper surface of first connector is provided with several grooves, places reinforcing bar in groove, reinforcing bar connects several connectors
It picks up and.
5. a kind of module shear wall according to claim 1, which is characterized in that connector (2) is plate, connector (2)
Including the first connector and the second connector；The upper surface of the first adjacent connector is in same level；Adjacent first
It is provided with the second connector between connector, the lower surface of the lower surface of the second connector and most marginal first connector is same
On one horizontal plane；Several holes are offered in first connector, reinforcing bar are set in hole, reinforcing bar connects several connectors.
6. a kind of module shear wall according to claim 1, which is characterized in that exterior wall band perps plate (1) and interior wall band are perpendicular
Concrete perfusion between plate (3) is stitched, exterior wall is with perps plate (1) and interior wall with perps plate (3) far from the perps plate of connector (2)
Smear facing coating.
7. a kind of module shear wall according to claim 1, which is characterized in that side protrusion of the exterior wall with perps plate (1)
Side protrusion direction with interior wall with perps plate (3) is opposite.
8. a kind of module shear wall according to claim 1, which is characterized in that exterior wall band perps plate (1), interior wall band perps
Plate (3) and connector (2) are made as entirety by die box one-pass molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820843065.6U CN208518131U (en) | 2018-06-01 | 2018-06-01 | A kind of module shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820843065.6U CN208518131U (en) | 2018-06-01 | 2018-06-01 | A kind of module shear wall |
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| Publication Number | Publication Date |
|---|---|
| CN208518131U true CN208518131U (en) | 2019-02-19 |
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ID=65339054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820843065.6U Active CN208518131U (en) | 2018-06-01 | 2018-06-01 | A kind of module shear wall |
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| CN (1) | CN208518131U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594695A (en) * | 2019-01-21 | 2019-04-09 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of wall body module and shear wall |
| CN110219401A (en) * | 2019-07-09 | 2019-09-10 | 西安建筑科技大学 | Linear shear wall module and shear wall |
-
2018
- 2018-06-01 CN CN201820843065.6U patent/CN208518131U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594695A (en) * | 2019-01-21 | 2019-04-09 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of wall body module and shear wall |
| CN110219401A (en) * | 2019-07-09 | 2019-09-10 | 西安建筑科技大学 | Linear shear wall module and shear wall |
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