CN208563656U - A kind of L-type band packet column module shear wall - Google Patents
A kind of L-type band packet column module shear wall Download PDFInfo
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- CN208563656U CN208563656U CN201820843922.2U CN201820843922U CN208563656U CN 208563656 U CN208563656 U CN 208563656U CN 201820843922 U CN201820843922 U CN 201820843922U CN 208563656 U CN208563656 U CN 208563656U
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Abstract
A kind of L-type band packet column module shear wall, including several L-type band packet column shear wall modules, several longitudinal spliced formation L-type module shear walls of L-type band packet column shear wall module；L-type shear wall module includes L-type exterior wall band perps plate, W type interior wall band perps plate and connector；L-type exterior wall band perps plate and W type interior wall band perps plate parallel vertical are arranged, and several connectors are vertically fixedly installed between L-type exterior wall band perps plate and W type interior wall band perps plate, form L-type band packet column 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 L-type band packet column 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 L-type band packet column module shear walls, to solve the above problems.
To achieve the above object, the utility model uses following technical scheme:
A kind of L-type band packet column module shear wall, including several L-type band packet column shear wall modules, several L-types band Bao Zhu
The longitudinal spliced formation L-type module shear wall of shear wall module；L-type shear wall module includes L-type exterior wall band perps plate, W type interior wall
Band perps plate and connector；L-type exterior wall band perps plate and W type interior wall band perps plate parallel vertical are arranged, and several connectors are vertical
It is fixedly installed between L-type exterior wall band perps plate and W type interior wall band perps plate, forms L-type band packet column shear wall module；
L-type exterior wall band perps plate includes two L-type perps plates and L-type intermediate plate；Two L-type perps plates are fixedly installed respectively
In the interior and exterior of L-type intermediate plate, two L-type perps plates form L-type structure；Two L-type perps are stretched out in one end of L-type intermediate plate
The L-type structure end that plate is formed forms protrusion, and the L-type structure end that the other end and two L-type perps plates are formed forms groove；L
Type intermediate plate is moved up forms protrusion at the top of the L-type structure that two L-type perps plates are formed, and is formed in two L-type perps plates
L-type structure bottom formed groove；The opening direction of L-type perps plate perps is opposite；
W type interior wall band perps plate includes two W type perps plates and W type intermediate plate；Two W type perps plates are fixedly installed respectively
In the interior and exterior of W type intermediate plate, two W type perps plates form W type structure；Two W type perps are stretched out in one end of W type intermediate plate
The W type structure end that plate is formed forms protrusion, and the W type structure end that the other end and two W type perps plates are formed forms groove；W
Type intermediate plate, which is moved up, forms protrusion in the W type structural top that two W type perps plates are formed, and is formed in two W type perps plates
W type structural base formed groove；The opening direction of two W type perps plate perps is opposite；Exterior wall band perps plate and interior wall band are perpendicular
It stitches and forms packet column space between plate.
Further, several protrusions are provided at the top of L-type intermediate plate, the bottom of L-type intermediate plate is provided with and raised phase
Matched groove；The top of protrusion is equal to the height of L-type perps plate to the height at the top of L-type intermediate plate bottom groove；In W type
Between several protrusions are provided at the top of plate, the bottom of W type intermediate plate is provided with the shrinkage pool to match with protrusion；The top of protrusion is arrived
The height at the top of W type intermediate plate bottom groove is equal to the height of W type perps plate.
Further, L-type perps plate is the L-type plate that single side is provided with several perps；The perps of L-type perps plate is equidistant
The dovetail groove of setting；The edge and dovetail groove internal edge of perps opening are rounded structure；W type perps plate sets for single side
It is equipped with the W template of several perps；The perps of W type perps plate is the dovetail groove of spaced set；The edge of perps opening is circle
Corner 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 L-type exterior wall band perps plate and W type interior wall band perps plate, L-type exterior wall band perps
Plate and W type interior wall are with perps plate far from smearing facing coating on the perps plate of connector.
Further, end bosses direction phase of end bosses of the L-type exterior wall with perps plate with W type interior wall with perps plate
Instead.
Further, L-type exterior wall band perps plate, W type interior wall band perps plate and connector are by die box one-pass molding system
At as a whole.
Further, L-type exterior wall with perps plate while be parallel to W type interior wall band perps plate it is most marginal while.
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, L-type exterior wall band perps plate and W
Type interior wall, far from anticracking grout is smeared on the perps plate of connector, increases module strength and thermal insulation property with perps plate, forms knot
The integrated wall of structure.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model top view；
Fig. 3 is connector distribution map；
Wherein: 1, L-type exterior wall band perps plate；2, connector；3, W type interior wall band perps plate.
Specific embodiment
Below in conjunction with attached drawing, the present invention will be further described:
Fig. 1 and Fig. 2, a kind of L-type band packet column module shear wall, including several L-type band packet column shear wall modules are please referred to,
Several longitudinal spliced formation L-type module shear walls of L-type band packet column shear wall module；L-type shear wall module includes L-type exterior wall band
Perps plate 1, W type interior wall band perps plate 3 and connector 2；L-type exterior wall band perps plate 1 and W type interior wall band 3 parallel vertical of perps plate
Setting, several connectors 2 are vertically fixedly installed between L-type exterior wall band perps plate 1 and W type interior wall band perps plate 3, form L-type
Band packet column shear wall module；
L-type exterior wall band perps plate 1 includes two L-type perps plates and L-type intermediate plate；Fixation is set two L-type perps plates respectively
It sets in the interior and exterior of L-type intermediate plate, two L-type perps plates form L-type structure；It is perpendicular that two L-types are stretched out in one end of L-type intermediate plate
The L-type structure end that seam plate is formed forms protrusion, and the L-type structure end that the other end and two L-type perps plates are formed forms groove；
L-type intermediate plate is moved up forms protrusion at the top of the L-type structure that two L-type perps plates are formed, and is formed in two L-type perps plates
L-type structure bottom formed groove；The opening direction of L-type perps plate perps is opposite；
W type interior wall band perps plate 3 includes two W type perps plates and W type intermediate plate；Fixation is set two W type perps plates respectively
It sets in the interior and exterior of W type intermediate plate, two W type perps plates form W type structure；It is perpendicular that two W types are stretched out in one end of W type intermediate plate
The W type structure end that seam plate is formed forms protrusion, and the W type structure end that the other end and two W type perps plates are formed forms groove；
W type intermediate plate, which is moved up, forms protrusion in the W type structural top that two W type perps plates are formed, and is formed in two W type perps plates
W type structural base formed groove；The opening direction of two W type perps plate perps is opposite；Exterior wall band perps plate 1 and interior wall band are perpendicular
It stitches and forms packet column space between plate 3.
Be provided with several protrusions at the top of L-type intermediate plate, the bottom of L-type intermediate plate be provided with match with protrusion it is recessed
Slot；The top of protrusion is equal to the height of L-type perps plate to the height at the top of L-type intermediate plate bottom groove；The top of W type intermediate plate
Portion is provided with several protrusions, and the bottom of W type intermediate plate is provided with the shrinkage pool to match with protrusion；Among the top to W type of protrusion
The height at the top of plate bottom groove is equal to the height of W type perps plate.
L-type perps plate is the L-type plate that single side is provided with several perps；The perps of L-type perps plate is the swallow of spaced set
Stern notch；The edge and dovetail groove internal edge of perps opening are rounded structure；W type perps plate is provided with several for single side
The W template of perps；The perps of W type perps plate is the dovetail groove of spaced set；The edge of perps opening is 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 L-type exterior wall band perps plate 1 and W type interior wall band perps plate 3, L-type exterior wall band perps plate 1 and W
Type interior wall is with perps plate 3 far from smearing facing coating on the perps plate of connector 2.
End bosses of end bosses of the L-type exterior wall with perps plate 1 with W type interior wall with perps plate 3 are contrary.
L-type exterior wall band perps plate 1, W type interior wall band perps plate 3 and connector 2 are made as by die box one-pass molding
It is whole.
L-type exterior wall with perps plate 1 while be parallel to W type interior wall band perps plate 3 it is most marginal while.
Claims (9)
1. a kind of L-type band packet column module shear wall, which is characterized in that including several L-type band packet column shear wall modules, several
The longitudinal spliced formation L-type module shear wall of L-type band packet column shear wall module；L-type shear wall module includes L-type exterior wall band perps plate
(1), W type interior wall band perps plate (3) and connector (2)；L-type exterior wall band perps plate (1) is parallel with W type interior wall band perps plate (3)
Be vertically arranged, several connectors (2) be vertically fixedly installed on L-type exterior wall band perps plate (1) and W type interior wall with perps plate (3) it
Between, form L-type band packet column shear wall module；
L-type exterior wall band perps plate (1) includes two L-type perps plates and L-type intermediate plate；Two L-type perps plates are fixedly installed respectively
In the interior and exterior of L-type intermediate plate, two L-type perps plates form L-type structure；Two L-type perps are stretched out in one end of L-type intermediate plate
The L-type structure end that plate is formed forms protrusion, and the L-type structure end that the other end and two L-type perps plates are formed forms groove；L
Type intermediate plate is moved up forms protrusion at the top of the L-type structure that two L-type perps plates are formed, and is formed in two L-type perps plates
L-type structure bottom formed groove；The opening direction of L-type perps plate perps is opposite；
W type interior wall band perps plate (3) includes two W type perps plates and W type intermediate plate；Two W type perps plates are fixedly installed respectively
In the interior and exterior of W type intermediate plate, two W type perps plates form W type structure；Two W type perps are stretched out in one end of W type intermediate plate
The W type structure end that plate is formed forms protrusion, and the W type structure end that the other end and two W type perps plates are formed forms groove；W
Type intermediate plate, which is moved up, forms protrusion in the W type structural top that two W type perps plates are formed, and is formed in two W type perps plates
W type structural base formed groove；The opening direction of two W type perps plate perps is opposite；Exterior wall band perps plate (1) and interior wall band
Packet column space is formed between perps plate (3).
2. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that set at the top of L-type intermediate plate
Several protrusions are equipped with, the bottom of L-type intermediate plate is provided with the groove to match with protrusion；The top to L-type intermediate plate bottom of protrusion
The height at the top of portion's groove is equal to the height of L-type perps plate；Several protrusions, W type intermediate plate are provided at the top of W type intermediate plate
Bottom be provided with and the groove that matches of protrusion；The height at the top of protrusion to the top of W type intermediate plate bottom groove is equal to W
The height of type perps plate.
3. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that L-type perps plate sets for single side
It is equipped with the L-type plate of several perps；The perps of L-type perps plate is the dovetail groove of spaced set；The edge of perps opening and
Dovetail groove internal edge is rounded structure；W type perps plate is the W template that single side is provided with several perps；W type perps plate erects
Seam is the dovetail groove of spaced set；The edge and dovetail groove internal edge of perps opening are rounded structure.
4. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that connector (2) is plate,
Connector (2) includes the first connector and the second connector；The upper surface of the first adjacent connector is in same level；Phase
The second connector is provided between the first adjacent connector, under the lower surface of the second connector and most marginal first connector
Surface is in same level；The upper surface of first connector is provided with several grooves, places reinforcing bar in groove, reinforcing bar will be several
Connector connects.
5. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that connector (2) is plate,
Connector (2) includes the first connector and the second connector；The upper surface of the first adjacent connector is in same level；Phase
The second connector is provided between the first adjacent connector, under the lower surface of the second connector and most marginal first connector
Surface is in same level；Several holes are offered in first connector, reinforcing bar are set in hole, reinforcing bar connects several connectors
Get up.
6. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that L-type exterior wall band perps plate
(1) concrete perfusion between W type interior wall band perps plate (3), L-type exterior wall band perps plate (1) and W type interior wall band perps plate (3)
Facing coating is smeared on perps plate far from connector (2).
7. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that L-type exterior wall band perps plate
(1) end bosses of the end bosses with W type interior wall with perps plate (3) are contrary.
8. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that L-type exterior wall band perps plate
(1), W type interior wall is made as entirety by die box one-pass molding with perps plate (3) and connector (2).
9. a kind of L-type band packet column module shear wall according to claim 1, which is characterized in that L-type exterior wall band perps plate
(1) while be parallel to W type interior wall band perps plate (3) it is most marginal while.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820843922.2U CN208563656U (en) | 2018-06-01 | 2018-06-01 | A kind of L-type band packet column module shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820843922.2U CN208563656U (en) | 2018-06-01 | 2018-06-01 | A kind of L-type band packet column module shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208563656U true CN208563656U (en) | 2019-03-01 |
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ID=65485013
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820843922.2U Active CN208563656U (en) | 2018-06-01 | 2018-06-01 | A kind of L-type band packet column module shear wall |
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| Country | Link |
|---|---|
| CN (1) | CN208563656U (en) |
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2018
- 2018-06-01 CN CN201820843922.2U patent/CN208563656U/en active Active
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