CN208518133U - A kind of module shear wall system with perps - Google Patents
A kind of module shear wall system with perps Download PDFInfo
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- CN208518133U CN208518133U CN201820843925.6U CN201820843925U CN208518133U CN 208518133 U CN208518133 U CN 208518133U CN 201820843925 U CN201820843925 U CN 201820843925U CN 208518133 U CN208518133 U CN 208518133U
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Abstract
A kind of module shear wall system with perps, including several "-" type module shear walls, T-shaped mould block shear wall, L-type module shear wall, "-" type band packet column module shear wall and L-type band packet column module shear wall；"-" type module shear wall or "-" type band packet column module shear wall are set between several T-shaped mould block shear walls, L-type module shear wall and L-type band packet column module shear wall, form module shear wall system；The corner of metope direction change is arranged in T-shaped mould block shear wall, L-type module shear wall and L-type band packet column module shear wall；The utility model computer can be used to arrange house in advance before construction, check for straight joint, according to numbered module array drawing construction when construction, improve construction efficiency；The house of various different house types is combined into using various disparate modules.
Description
Technical field
The utility model belongs to shear wall technical field, in particular to a kind of module shear wall system with perps.
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 wall system with perps, to solve the above problems.
To achieve the above object, the utility model uses following technical scheme:
A kind of module shear wall system with perps, including several "-" type module shear walls, T-shaped mould block shear wall, L
Pattern block shear wall, "-" type band packet column module shear wall and L-type band packet column module shear wall；Several T-shaped mould block shear walls, L
"-" type module shear wall is set between pattern block shear wall and L-type band packet column module shear wall or "-" type band packet column module is cut
Power wall forms module shear wall system；T-shaped mould block shear wall, L-type module shear wall and the setting of L-type band packet column module shear wall
In the corner that metope direction changes；
"-" type module shear wall includes several Linear shear wall modules, several Linear shear wall modules are longitudinal
Or horizontally-spliced formation module shear wall；Linear shear wall module includes "-" type band perps plate and connector, two words
Type band perps plate parallel vertical is arranged, and several connectors are vertically fixedly installed between two "-" type band perps plates, forms one
I-shaped shear wall module；
T-shaped mould block shear wall includes several T-type shear wall modules, several longitudinal spliced formation of T-type shear wall module
T-shaped mould block shear wall；T-shaped mould block shear wall includes "-" type band perps plate, two L-types band perps plate and connectors；Two L-types
The band hardened structure of perps is identical, a line parallel vertical setting of two L-types with perps plate, and concave surface direction of the L-type with perps plate
On the contrary；Linear type type is parallel to another a line setting of two L-types with perps plate with perps plate；Vertically fixation is set several connectors
It is placed between "-" type band perps plate and L-type band perps plate；Several connectors be vertically fixedly installed on two L-types band perps plates it
Between, form T-type shear wall module；
L-type module shear wall includes several L-type shear wall modules, several longitudinal spliced formation of L-type shear wall module
L-type module shear wall；L-type shear wall module includes L-type band perps plate and connector；Two L-type band hardened structures of perps are identical, and two
A L-type band perps plate parallel vertical is arranged, and concave surface of the L-type with perps plate is towards identical；Several connectors are vertically fixedly installed
Between two L-type band perps plates, L-type shear wall module is formed；
"-" type band packet column module shear wall includes several "-" type band packet column shear wall modules, several "-" type bands
Packet column shear wall module is vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band packet column shear wall module includes one
Font band perps plate, a few fonts band perps plate and connector；"-" type band perps plate and a few fonts band perps plate parallel vertical are set
It sets, several connectors are vertically fixedly installed between "-" type band perps plate and a few fonts band perps plate, the opening court of several fonts
To "-" type band perps plate, "-" type band packet column shear wall module is formed；
L-type band packet column module shear wall includes several L-type band packet column shear wall modules, several L-type band packet columns shearing
The longitudinal spliced formation L-type module shear wall of wall module；L-type shear wall module include L-type L-type band perps plate, W type band perps plate and
Connector；L-type band perps plate and W type band perps plate parallel vertical are arranged, and several connectors are vertically fixedly installed on L-type band perps
Between plate and W type band perps plate, L-type band packet column shear wall module is formed.
Further, "-" type band perps plate includes two perps plates and intermediate plate；The size phase of perps plate and intermediate plate
Together；Two perps plates are fixed on two faces of intermediate plate, and the orthographic projection of the face of two perps plates in the horizontal direction is complete
Full weight is closed, and rectangular parallelepiped structure is formed；Intermediate plate moves obliquely along the diagonal line of perps plate face to be formed upper end and side and has protrusion
Exterior wall band perps plate；The opening direction of perps plate perps is opposite.
Further, L-type band perps plate includes two L-type perps plates and L-type intermediate plate；Two L-type perps plates are solid respectively
It is arranged in the interior and exterior of L-type intermediate plate calmly, two L-type perps plates form L-type structure；Two L are stretched out in one end of L-type intermediate plate
The L-type structure end that type perps plate is formed forms protrusion, and the L type structure end that the other end is formed with two L-type perps plates is formed
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, in two L-type perps
Groove is formed on the L-type structure bottom that plate is formed；The opening direction of L-type perps plate perps is opposite.
Further, a few font band perps plates include two a few font perps plates and a few font intermediate plates；Two several fonts
Perps plate is respectively fixedly disposed in the interior and exterior of a few font intermediate plates, and two a few font perps plates form several font structures；It is several
One end of font intermediate plate stretches out a few font structure ends that two a few font perps plates are formed and forms protrusion, the other end and two
A few font structure ends that a few font perps plates are formed form groove；A few font intermediate plates are moved up in two a few font perps
Protrusion is formed at the top of several font structures that plate is formed, and is formed in a few font structure bottoms that two a few font perps plates are formed recessed
Slot；The opening direction of two a few font perps plate perps is opposite；It is formed between "-" type band perps plate and a few fonts band perps plate
Packet column space.
Further, W type band perps plate includes two W type perps plates and W type intermediate plate；Two W type perps plates are solid respectively
It is arranged in the interior and exterior of W type intermediate plate calmly, two W type perps plates form W type structure；Two W are stretched out in one end of W type intermediate plate
The W type structure end that type perps plate is formed forms protrusion, and the W type structure end that the other end is formed with two W type perps plates is formed
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, in two W type perps
The W type structural base that plate is formed forms groove；The opening direction of two W type perps plate perps is opposite；"-" type band perps plate and W
Packet column space is formed between type band perps plate.
Further, it is provided at the top of intermediate plate, L-type intermediate plate, a few font intermediate plates and W type intermediate plate several convex
It rises, bottom is provided with the groove to match with protrusion；The height at top to the top of intermediate plate bottom groove of protrusion is equal to
The height of perps plate.
Further, perps plate, L-type perps plate, a few font perps plates and W type perps plate are that single side is provided with several erect
The plate of seam, perps are the dovetail groove of spaced set；The edge and dovetail groove internal edge of perps opening are fillet knot
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；Several holes are offered in first connector, reinforcing bar are set in hole, reinforcing bar connects several connectors
Get up.
Further, "-" type module shear wall, T-shaped mould block shear wall, L-type module shear wall, "-" type band Bao Zhumo
Equal concrete perfusion inside block shear wall and L-type band packet column module shear wall, external application facing coating.
Further, "-" type band perps plate, L-type band perps plate, a few fonts band perps plate, W type band perps plate and connection
Part is made as entirety by die box one-pass molding.
Compared with prior art, the utility model has following technical effect:
The utility model computer can be used to arrange house in advance before construction, check for straight joint, according to band when construction
Numbered module array drawing construction improves construction efficiency；The room of various different house types is combined into using various disparate modules
Room；
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；Keep housing integrity stronger, improves house
Anti-seismic performance；
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 a few font interior walls band perps plate, exterior wall band perps plate
Increase module strength and thermal insulation property far from anticracking grout is smeared on the perps plate of connector with perps plate with a few font interior walls,
Form structure-integrated wall.
Detailed description of the invention
Fig. 1 is the utility model system assumption diagram；
Fig. 2 is "-" type module shear wall structure figure；
Fig. 3 is T-shaped mould block shear wall；
Fig. 4 is L-type module shear wall；
Fig. 5 is "-" type band packet column module shear wall；
Fig. 6 is L-type band packet column module shear wall.
Fig. 7 is connector distribution map；
Wherein: 1, "-" type band perps plate；2, connector；3, L-type band perps plate；4, a few font band perps plates；5, W type
Band perps plate.
Specific embodiment
Below in conjunction with attached drawing, the present invention will be further described:
Please refer to Fig. 1-Fig. 7, a kind of module shear wall system with perps, including several "-" type module shear walls, T-type
Module shear wall, L-type module shear wall, "-" type band packet column module shear wall and L-type band packet column module shear wall；Several T-types
"-" type module shear wall or "-" type are set between module shear wall, L-type module shear wall and L-type band packet column module shear wall
Band packet column module shear wall, forms module shear wall system；T-shaped mould block shear wall, L-type module shear wall and L type band Bao Zhumo
The corner of metope direction change is arranged in block shear wall；
"-" type module shear wall includes several Linear shear wall modules, several Linear shear wall modules are longitudinal
Or horizontally-spliced formation module shear wall；Linear shear wall module include "-" type band perps plate 1 and connector 2, two one
Font band 1 parallel vertical of perps plate is arranged, and several connectors 2 are vertically fixedly installed between two "-" type band perps plates 1, shape
At Linear shear wall module；
T-shaped mould block shear wall includes several T-type shear wall modules, the longitudinal spliced formation T of several T-type shear wall modules
Pattern block shear wall；T-shaped mould block shear wall includes 1, two L-type band perps plate 3 and connector 2 of "-" type band perps plate；Two L
Type band 3 structure of perps plate is identical, a line parallel vertical setting of two L-types with perps plate 3, and concave surface of the L-type with perps plate 3
Towards on the contrary；Linear type type is parallel to another a line setting of two L-types with perps plate 3 with perps plate 1；Several connectors 2 hang down
It is directly fixedly installed between "-" type band perps plate 1 and L-type band perps plate 3；Several connectors 2 are vertically fixedly installed on two L
Between type band perps plate 3, T-type shear wall module is formed；
L-type module shear wall includes several L-type shear wall modules, the longitudinal spliced formation L of several L-type shear wall modules
Pattern block shear wall；L-type shear wall module includes L-type band perps plate 3 and connector 2；Two L-type band 3 structures of perps plate are identical,
Two L-types band 3 parallel verticals of perps plate are arranged, and concave surface of the L-type with perps plate 3 is towards identical；Several connectors 2 are vertically fixed
It is set between two L-type band perps plates 3, forms L-type shear wall module；
"-" type band packet column module shear wall includes several "-" type band packet column shear wall modules, several "-" type bands
Packet column shear wall module is vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band packet column shear wall module includes one
Font band perps plate 1, a few fonts band perps plate 4 and connector 2；"-" type band perps plate 1 is parallel with a few font band perps plates 4 perpendicular
Straight setting, several connectors 2 are vertically fixedly installed between "-" type band perps plate 1 and a few fonts band perps plate 4, several fonts
Opening forms "-" type band packet column shear wall module towards "-" type band perps plate 1；
L-type band packet column module shear wall includes several L-type band packet column shear wall modules, several L-type band packet columns shearing
The longitudinal spliced formation L-type module shear wall of wall module；L-type shear wall module includes L-type L-type band perps plate 3, W type band perps plate 5
With connector 2；L-type band perps plate 3 and W type band 5 parallel vertical of perps plate are arranged, and several connectors 2 are vertically fixedly installed on L
Between type band perps plate 3 and W type band perps plate 5, L-type band packet column shear wall module is formed.
"-" type band perps plate 1 includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perpendicular
Seam 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, shape
At rectangular parallelepiped structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and side has the exterior wall band of protrusion perpendicular
Stitch plate 1；The opening direction of perps plate perps is opposite.
L-type band perps plate 3 includes two L-type perps plates and L-type intermediate plate；Two L-type perps plates are respectively fixedly disposed at L
In the interior and exterior of type intermediate plate, two L-type perps plates form L-type structure；Two L type perps plates are stretched out in one end of L-type intermediate plate
The L-type structure end of formation 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, in the L that two L-type perps plates are formed
Type structural base forms groove；The opening direction of L-type perps plate perps is opposite.
A few font band perps plates 4 include two a few font perps plates and a few font intermediate plates；Two a few font perps plates point
It is not fixed in the interior and exterior of a few font intermediate plates, two a few font perps plates form several font structures；Among several fonts
One end of plate stretches out a few font structure ends that two a few font perps plates are formed and forms protrusion, and the other end and two several fonts are perpendicular
It stitches a few font structure ends that plate is formed and forms groove；A few font intermediate plates, which are moved up, to be formed in two a few font perps plates
Protrusion is formed at the top of several font structures, forms groove in a few font structure bottoms that two a few font perps plates are formed；Two several
The opening direction of font perps plate perps is opposite；It is empty that packet column is formed between "-" type band perps plate 1 and a few fonts band perps plate 4
Between.
W type band perps plate 5 includes two W type perps plates and W type intermediate plate；Two W type perps plates are respectively fixedly disposed at W
In the interior and exterior of type intermediate plate, two W type perps plates form W type structure；Two W type perps plates are stretched out in one end of W type intermediate plate
The W type structure end of formation 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, in the W that two W type perps plates are formed
Type structural base forms groove；The opening direction of two W type perps plate perps is opposite；"-" type band perps plate 1 and W type band perps
Packet column space is formed between plate 5.
Several protrusions are provided at the top of intermediate plate, L-type intermediate plate, a few font intermediate plates and W type intermediate plate, bottom is equal
It is provided with the groove to match with protrusion；The top of protrusion is equal to the height of perps plate to the height at the top of intermediate plate bottom groove
Degree.
Perps plate, L-type perps plate, a few font perps plates and W type perps plate are the plate that single side is provided with several perps, are erected
Seam 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；Several holes are offered in first connector, reinforcing bar are set in hole, reinforcing bar connects several connectors.
"-" type module shear wall, T-shaped mould block shear wall, L-type module shear wall, "-" type band packet column module shear wall and
Equal concrete perfusion, external application facing coating inside L-type band packet column module shear wall.
"-" type band perps plate 1, L-type band perps plate 3, a few fonts band perps plate 4, W type band perps plate 5 and connector 2 are equal
Entirety is made as by die box one-pass molding.
Claims (10)
1. a kind of module shear wall system with perps, which is characterized in that including several "-" type module shear walls, T-shaped mould block
Shear wall, L-type module shear wall, "-" type band packet column module shear wall and L-type band packet column module shear wall；Several T-shaped mould blocks
"-" type module shear wall or "-" type band packet are set between shear wall, L-type module shear wall and L-type band packet column module shear wall
Column module shear wall forms module shear wall system；T-shaped mould block shear wall, L-type module shear wall and L-type band packet column module are cut
The corner of metope direction change is arranged in power wall；
"-" type module shear wall includes several Linear shear wall modules, several Linear shear wall modules are longitudinal or horizontal
To being spliced to form module shear wall；Linear shear wall module include "-" type band perps plate (1) and connector (2), two one
Font band perps plate (1) parallel vertical is arranged, and several connectors (2) are vertically fixedly installed on two "-" type bands perps plate (1)
Between, form Linear shear wall module；
T-shaped mould block shear wall includes several T-type shear wall modules, the longitudinal spliced formation T-shaped mould of several T-type shear wall modules
Block shear wall；T-shaped mould block shear wall includes "-" type band perps plate (1), two L-types band perps plate (3) and connectors (2)；Two
A L-type band perps plate (3) structure is identical, a line parallel vertical setting of two L-types with perps plate (3), and L-type band perps plate
(3) concave surface is towards on the contrary；Linear type type is parallel to another a line setting of two L-types with perps plate (3) with perps plate (1)；
Several connectors (2) are vertically fixedly installed between "-" type band perps plate (1) and L-type band perps plate (3)；Several connectors
(2) it is vertically fixedly installed between two L-type bands perps plate (3), forms T-type shear wall module；
L-type module shear wall includes several L-type shear wall modules, the longitudinal spliced formation L-type mould of several L-type shear wall modules
Block shear wall；L-type shear wall module includes L-type band perps plate (3) and connector (2)；Two L-type band perps plate (3) structure phases
Together, two L-types band perps plate (3) parallel verticals are arranged, and concave surface of the L-type with perps plate (3) is towards identical；Several connectors
(2) it is vertically fixedly installed between two L-type bands perps plate (3), forms L-type shear wall module；
"-" type band packet column module shear wall includes several "-" type band packet column shear wall modules, several "-" types band Bao Zhu
Shear wall module is vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band packet column shear wall module includes "-" type
Band perps plate (1), a few fonts band perps plate (4) and connector (2)；"-" type band perps plate (1) and a few fonts band perps plate (4)
Parallel vertical setting, several connectors (2) are vertically fixedly installed on "-" type band perps plate (1) and a few fonts band perps plate (4)
Between, the opening of several fonts forms "-" type band packet column shear wall module towards "-" type band perps plate (1)；
L-type band packet column module shear wall includes several L-type band packet column shear wall modules, several L-type band packet column shear wall moulds
The longitudinal spliced formation L-type module shear wall of block；L-type shear wall module includes L-type L-type band perps plate (3), W type band perps plate (5)
With connector (2)；L-type band perps plate (3) and W type band perps plate (5) parallel vertical are arranged, and several connectors (2) are vertically fixed
It is set between L-type band perps plate (3) and W type band perps plate (5), forms L-type band packet column shear wall module.
2. a kind of module shear wall system with perps according to claim 1, which is characterized in that "-" type band perps plate
It (1) include two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps plates are fixed at intermediate plate
Two faces on, the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, formed rectangular parallelepiped structure；Intermediate plate edge
The diagonal line of perps plate face moves obliquely to form upper end and there is exterior wall band perps plate (1) of protrusion in side；Perps plate perps
Opening direction is opposite.
3. a kind of module shear wall system with perps according to claim 1, which is characterized in that L-type band perps plate (3)
Including two L-type perps plates and L-type intermediate plate；Two L-type perps plates are respectively fixedly disposed in the interior and exterior of L-type intermediate plate,
Two L-type perps plates form L-type structure；The L-type structure end shape that two L-type perps plates are formed is stretched out in one end of L-type intermediate plate
At protrusion, 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 at two
Protrusion is formed at the top of the L-type structure that L-type perps plate is formed, and forms groove in the L-type structure bottom that two L-type perps plates are formed；L
The opening direction of type perps plate perps is opposite.
4. a kind of module shear wall system with perps according to claim 1, which is characterized in that a few font band perps plates
It (4) include two a few font perps plates and a few font intermediate plates；Two a few font perps plates are respectively fixedly disposed in several fonts
Between plate interior and exterior on, two a few font perps plates form several font structures；Two several words are stretched out in one end of a few font intermediate plates
A few font structure ends that type perps plate is formed form protrusion, several font structures that the other end and two a few font perps plates are formed
End forms groove；A few font intermediate plates move up formed at the top of several font structures that two a few font perps plates are formed it is convex
It rises, forms groove in a few font structure bottoms that two a few font perps plates are formed；The opening of two a few font perps plate perps
It is contrary；Packet column space is formed between "-" type band perps plate (1) and a few fonts band perps plate (4).
5. a kind of module shear wall system with perps according to claim 1, which is characterized in that W type band perps plate (5)
Including two W type perps plates and W type intermediate plate；Two W type perps plates are respectively fixedly disposed in the interior and exterior of W type intermediate plate,
Two W type perps plates form W type structure；The W type structure end shape that two W type perps plates are formed is stretched out in one end of W type intermediate plate
At protrusion, the W type structure end that the other end and two W type perps plates are formed forms groove；W type intermediate plate is moved up at two
The W type structural top that W type perps plate is formed forms protrusion, forms groove in the W type structural base that two W type perps plates are formed；
The opening direction of two W type perps plate perps is opposite；Bao Zhu is formed between "-" type band perps plate (1) and W type band perps plate (5)
Space.
6. a kind of module shear wall system with perps as claimed in any of claims 2 to 5, which is characterized in that
Be provided with several protrusions at the top of intermediate plate, L-type intermediate plate, a few font intermediate plates and W type intermediate plate, bottom be provided with
The groove that protrusion matches；The top of protrusion is equal to the height of perps plate to the height at the top of intermediate plate bottom groove.
7. a kind of module shear wall system with perps as claimed in any of claims 2 to 5, which is characterized in that
Perps plate, L-type perps plate, a few font perps plates and W type perps plate are the plate that single side is provided with several perps, and perps is between waiting
Dovetail groove away from setting；The edge and dovetail groove internal edge of perps opening are rounded structure.
8. a kind of module shear wall system with perps according to claim 1, which is characterized in that connector (2) is plate
Shape, connector (2) include the first connector and the second connector；The upper surface of the first adjacent connector is in same level
On；The second connector is provided between the first adjacent connector, the lower surface of the second connector is connect with most marginal first
The lower surface of part is in same level；The upper surface of first connector is provided with several grooves, places reinforcing bar in groove；First
Several holes are offered in connector, reinforcing bar are set in hole, reinforcing bar connects several connectors.
9. a kind of module shear wall system with perps according to claim 1, which is characterized in that "-" type module shearing
In wall, T-shaped mould block shear wall, L-type module shear wall, "-" type band packet column module shear wall and L-type band packet column module shear wall
The equal concrete perfusion in portion, external application facing coating.
10. a kind of module shear wall system with perps according to claim 1, which is characterized in that "-" type band perps
Plate (1), L-type band perps plate (3), a few fonts band perps plate (4), W type band perps plate (5) and connector (2) are by die box one
Secondary molding is made as entirety.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820843925.6U CN208518133U (en) | 2018-06-01 | 2018-06-01 | A kind of module shear wall system with perps |
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| CN201820843925.6U CN208518133U (en) | 2018-06-01 | 2018-06-01 | A kind of module shear wall system with perps |
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| CN208518133U true CN208518133U (en) | 2019-02-19 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571092A (en) * | 2018-06-01 | 2018-09-25 | 西安中材住工建筑科技有限公司 | A kind of module shear wall system with perps |
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2018
- 2018-06-01 CN CN201820843925.6U patent/CN208518133U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571092A (en) * | 2018-06-01 | 2018-09-25 | 西安中材住工建筑科技有限公司 | A kind of module shear wall system with perps |
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