CN108571092A - 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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- CN108571092A CN108571092A CN201810557321.XA CN201810557321A CN108571092A CN 108571092 A CN108571092 A CN 108571092A CN 201810557321 A CN201810557321 A CN 201810557321A CN 108571092 A CN108571092 A CN 108571092A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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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 changed in metope direction is arranged in T-shaped mould block shear wall, L-type module shear wall and L-type band packet column module shear wall；The present invention 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 invention belongs to shear wall technical field, more particularly to a kind of module shear wall system with perps.
Background technology
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, low construction efficiency, while again
Amount is big, and transport is inconvenient, and transportation cost is high.
Existing to also have EPS shear walls, reinforcing bar to be fixed by clamp, 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.
Invention content
The purpose of the present invention is to provide a kind of module shear wall system with perps, to solve the above problems.
To achieve the above object, the present invention 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-type
Module 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
"-" type module shear wall or "-" type band packet column module shearing are set between module shear wall and L-type band packet column module shear wall
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 exist
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, form one
I-shaped 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 "-" type band perps plate, two L-types band perps plate and connectors；Two L-types
Band perps harden structure 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, 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 and connector；Two L-type band perps harden structures 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 types band perps plate and
Connector；L-type band perps plate and W type band perps plate parallel verticals are arranged, and several connectors are vertically fixedly installed on L-type band perps
Between plate and W type band perps plates, 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 faces 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 outside 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 outside 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 types band perps plate includes two W type perps plates and W type intermediate plates；Two W type perps plates are solid respectively
It is arranged in the interior outside of W type intermediate plates calmly, two W type perps plates form W type structures；Two W are stretched out in one end of W type intermediate plates
The W type structure ends that type perps plate is formed form protrusion, and the W type structure ends that the other end is formed with two W type perps plates are formed
Groove；W type intermediate plates move up the W type structural tops formed in two W type perps plates and form protrusion, in two W type perps
The W type structural bases that plate is formed form 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 both provided at the top of intermediate plate, L-type intermediate plate, a few font intermediate plates and W type intermediate plates several convex
It rises, bottom is both 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 plates 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
The lower surface of first connector on surface and most edge is 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；Connector is plate, and connector includes the first connector
With the second connector；The upper surface of the first adjacent connector is in same level；It is arranged between the first adjacent connector
There is the second connector, the lower surface of the lower surface of the second connector and first connector at most edge is in same level；The
Several holes are offered in a connection piece, reinforcing bar are set in hole, reinforcing bar connects several connectors.
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 present invention has following technique effect：
The present invention computer can be used to arrange house in advance before construction, check for straight joint, according to volume when construction
Number module array drawing construction, improve construction efficiency；The house of various different house types is combined into using various disparate modules；
There is protrusion in the module upper end of the present invention, realizes that grafting is integrated with positioning, saves special positioning step, and up and down
Grafting is more secured, the phenomenon that preventing from being detached between module when casting concrete；Keep housing integrity stronger, improves earthquake-resistant building
Performance；
The present invention transport when can close-packed arrays, increase conevying efficiency, reduce transportation cost.
Reinforcing bar on connector of the present invention avoids reinforcing bar from being moved in construction using placing reinforcing bar or penetrating the form of reinforcing bar
It is dynamic, improve construction efficiency；This structure can not only improve shear wall intensity, and even more important is as needed different in each section placement
The reinforcing bar or rod iron of quantity play the role of being needed to adjust shear wall rigidity according to building.The connector taken various forms is protected
There is not bulging in card external and internal wall in casting concrete.
There is the perps with fillet on the outside of structure of the invention, improve the binding force of anticracking grout or concrete and EPS, and makes
Module will not be damaged in transportational process because of the collision of wedge angle.
Concrete perfusion between exterior wall of the present invention band perps plate and a few font interior walls band perps plate, exterior wall band perps plate and several
Font interior wall increases module strength and heat-insulating property with anticracking grout is smeared on perps plate of the perps plate far from connector, is formed
Structure-integrated wall.
Description of the drawings
Fig. 1 is system assumption diagram of the present invention；
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 types band
Perps plate.
Specific implementation mode
Below in conjunction with attached drawing, the present invention is 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 changed in metope direction 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 includes "-" type band perps plate 1 and connector 2, two one
The 1 parallel vertical setting of font band perps plate, 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 of "-" type band perps plate and connector 2；Two L
Type band perps 3 structures of plate are 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 straight to be 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 perps 3 structures of plate are identical,
Two L-types band perps plate, 3 parallel verticals setting, 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 several fonts band perps plate 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；The 5 parallel vertical setting of L-type band perps plate 3 and W type band perps plate, several connectors 2 are vertically fixedly installed on L-type
Between 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 faces of two perps plates in the horizontal direction is completely superposed, 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 outside 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 outside 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, and groove is formed 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 plates；Two W type perps plates are respectively fixedly disposed at W
In the interior outside of type intermediate plate, two W type perps plates form W type structures；Two W type perps plates are stretched out in one end of W type intermediate plates
The W type structure ends of formation form protrusion, and the W type structure ends that the other end and two W type perps plates are formed form groove；W types
Intermediate plate moves up the W type structural tops formed in two W type perps plates and forms protrusion, 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 both provided at the top of intermediate plate, L-type intermediate plate, a few font intermediate plates and W type intermediate plates, 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 plates 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 first connector at most edge 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
Two connectors；The upper surface of the first adjacent connector is in same level；Is provided between the first adjacent connector
The lower surface of first connector at two connectors, the lower surface of the second connector and most edge is in same level；First connects
Several holes are offered in fitting, 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 changed in metope direction 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 includes "-" 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 band perps plates (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-type band perps plates (3) and connector (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) vertical to be fixedly installed between two L-type band perps plates (3), form 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) vertical to be fixedly installed between two L-type band perps plates (3), form 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 is arranged, and 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 plates (5)
With connector (2)；L-type band perps plate (3) and W type band perps plate (5) parallel verticals are arranged, and several connectors (2) are vertically fixed
It is set between L-type band perps plate (3) and W type band perps plates (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
(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 faces of two perps plates in the horizontal direction is completely superposed, and forms rectangular parallelepiped structure；Intermediate plate edge
The diagonal line of perps plate face moves obliquely to form upper end and there is the 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 outside 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 groove is formed 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
(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 outside 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, groove is formed 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
Direction is opposite；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 plates (5)
Including two W type perps plates and W type intermediate plates；Two W type perps plates are respectively fixedly disposed in the interior outside of W type intermediate plates,
Two W type perps plates form W type structures；The W type structure end shapes that two W type perps plates are formed are stretched out in one end of W type intermediate plates
At protrusion, the W type structure ends that the other end and two W type perps plates are formed form groove；W type intermediate plates are moved up at two
The W type structural tops that W type perps plates are formed form protrusion, and groove is formed in the W type structural bases 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 plates (5)
Space.
6. according to a kind of module shear wall system with perps described in claim 2 to 5, which is characterized in that intermediate plate, L-type
Several protrusions are both provided at the top of intermediate plate, a few font intermediate plates and W type intermediate plates, bottom is both 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.
7. according to a kind of module shear wall system with perps described in claim 2 to 5, which is characterized in that perps plate, L-type
Perps plate, a few font perps plates and W type perps plates are the plate that single side is provided with several perps, and perps is the swallow of spaced set
Stern notch；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 the first of most edge
The lower surface of part is in same level；The upper surface of first connector is provided with several grooves, and reinforcing bar, reinforcing bar are placed in groove
Several connectors are connected；Connector (2) is plate, and connector (2) includes the first connector and the second connector；It is adjacent
The first connector upper surface in same level；It is provided with the second connector between the first adjacent connector, second
The lower surface of first connector of the lower surface of connector and most edge is in same level；If being offered in the first connector
Dry hole, reinforcing bar is arranged in hole, and 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 shears
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 plates (5) and connector (2) are by die box one
Secondary molding is made as entirety.
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| CN201810557321.XA CN108571092A (en) | 2018-06-01 | 2018-06-01 | A kind of module shear wall system with perps |
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| 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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