CN109680812A - A kind of connection structure and connection method of steel plate shear force wall and floor - Google Patents
A kind of connection structure and connection method of steel plate shear force wall and floor Download PDFInfo
- Publication number
- CN109680812A CN109680812A CN201910128742.5A CN201910128742A CN109680812A CN 109680812 A CN109680812 A CN 109680812A CN 201910128742 A CN201910128742 A CN 201910128742A CN 109680812 A CN109680812 A CN 109680812A
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- Prior art keywords
- floor
- shear force
- steel
- steel plate
- force wall
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The invention discloses the connection structures of a kind of steel plate shear force wall and floor, comprising: steel plate shear force wall, floor and angle steel；Angle steel is set to the junction of steel plate shear force wall and floor；Angle steel vertical plane with steel plate shear force wall by being fixedly connected to wearing bolt；The top rebars of floor with to wear bolt mechanical connection；And/or the upper surface welded connecting of the bottom reinforcement bars of floor and angle steel horizontal plane；And/or the concrete of floor is connect with the default peg of angle steel horizontal plane upper surface.The invention also discloses the connection methods of a kind of steel plate shear force wall and floor.By angle steel and steel plate shear force wall to wear be bolted, angle steel and the welding of floor and/or peg connection and floor slab bottoms I-steel and steel plate shear force wall steel tube confinement part are fixedly connected, overcome the construction problem of steel plate shear force wall and floor, it eliminates and destroys surface fireproof and erosion resistant coating bring security risk after strength reduction and welding after live aperture, rigid connection intensity requirement is met, anti-seismic performance is improved.
Description
Technical field
The present invention relates to construction engineering technical field, in particular to connection structure and the company of a kind of steel plate shear force wall and floor
Connect method.
Background technique
The construction method of conventional floor project mainly has in-situ reinforced concrete slab and precast floor slab.Cast in place reinforced bar coagulation
Tulou plate refers at the scene according to design position, carries out formwork, assembling reinforcement, casting concrete, obtains through maintenance, form removal
Floor.Precast floor slab is directly to transport to construction site after factory process molding to be installed, and when making prefabricated board, first uses plank
Hollow mould processed is followed closely, after the hollow part of model is distributed upper reinforcing bar, fills hollow parts with cement, dry rear knock-off plank is waited, obtains
To prefabricated board.
Currently, the connection of steel plate shear force wall and floor is a construction problem.Due to the outside of steel plate shear force wall two be by
Steel plate composition, the rigid connection with concrete floor are difficult to realize, and the globality of floor not can guarantee.Steel plate combination at this stage
There are two types of the connection types of shear wall and floor:
1. the reinforcing bar on mixed mud floor is then pierced into wall to realize connection by punching on shear wall.But
This method can be defective: firstly, punching on steel plate combined shear wall, damaging to the intensity of wall, safety is cut
It is weak；Scene punching simultaneously can destroy fire prevention and the erosion resistant coating of steel plate shear force wall, shorten the service life of component, and scene relies on people
Work drilling precision is low, heavy workload, does not meet the requirement of economy and the feature of environmental protection；
2. going support by being welded to connect steel plate or angle steel on the two sides steel plate of shear wall, then with junction steel plate or angle steel
Floor.This mode needs a large amount of site welding, increases working procedure.And since the two sides steel plate of shear wall is relatively thin, weldering
Certain influence can be had to the intensity of steel plate by connecing, and also will cause the other influences such as malformation, protective coating destruction.
In addition, being welded after directly being bent there are also the reinforcing bar that some engineerings stretch out floor with steel plate shear force wall, in this way can not
Reach the rigidly connected design requirement of the two, welding quality is unable to control, and the globality of wallboard and floor is also poor, substantially reduces
The anti-seismic performance of building structure.
Summary of the invention
The purpose of the embodiment of the present invention is that providing the connection structure and connection method of a kind of steel plate shear force wall and floor, pass through
Angle steel and steel plate shear force wall to wear be bolted, welding and/or peg connection and the floor slab bottoms I-steel of angle steel and floor
With being fixedly connected for steel plate shear force wall vertical plane steel tube confinement part, the construction problem of steel plate shear force wall and floor is overcome, is eliminated
Surface fireproof and erosion resistant coating bring security risk are destroyed after strength reduction and welding after the aperture of shear wall scene, cuts steel plate
Power wall connects simple, safe and reliable, easy for construction with floor, both meets rigidly connected intensity requirement, improves entire
The anti-seismic performance of building；In addition, also having simple steel using amount economy, component production, convenient and quick construction and convenient for industrial metaplasia
The advantages that production.
In order to solve the above technical problems, the first aspect of the embodiment of the present invention provides a kind of steel plate shear force wall and floor
Connection structure, comprising: steel plate shear force wall, floor and angle steel；The steel plate shear force wall and the floor are vertically arranged；The angle steel
It is set to the junction of the steel plate shear force wall and the floor, comprising: angle steel vertical plane and angle steel horizontal plane；The angle steel is perpendicular
It faces directly by being fixedly connected with the steel plate shear force wall through the steel plate shear force wall to wearing bolt；The top steel of the floor
Muscle wears bolt mechanical connection with described pair；And/or the upper surface welding of the bottom reinforcement bars of the floor and the angle steel horizontal plane
Connection；And/or the concrete of the floor is connect with the default peg of angle steel horizontal plane upper surface.
Further, two vertical end faces of the steel plate shear force wall are provided with steel tube confinement part；Outside the floor slab bottoms
Surface is equipped with I-steel corresponding with the steel tube confinement part；The I-steel is fixedly connected with the steel tube confinement part.
Further, the I-steel is bolted with the steel tube confinement part by connector.
Further, the angle steel is equipped with several stiffeners along its length；The stiffener respectively with the angle steel
Vertical plane is fixedly connected or is integrally formed with the angle steel horizontal plane.
Further, the top rebars of the floor are worn bolt with described pair and are mechanically connected by reinforced bar sleeve.
Further, the described pair of end for wearing bolt is equipped with external screw thread；The top rebars of the floor pass through the reinforcing bar
Internal thread of sleeve is fixedly connected with the steel plate shear force wall with described to wearing the externally threaded threaded connection of bolt and realize.
Further, the long thickness for being greater than the floor of the angle steel vertical plane limb.
The second aspect of the embodiment of the present invention provides the connection method of a kind of steel plate shear force wall and floor, including walks as follows
It is rapid: angle steel level being fixed on to the preset height of steel plate shear force wall, by the top rebars of floor and runs through the steel plate shear force wall
To wear bolt pass through reinforced bar sleeve be mechanically connected；By the default of the concrete of the floor and angle steel horizontal plane upper surface
Peg connection；The upper surface of the bottom reinforcement bars of the floor and angle steel horizontal plane is welded to connect.
Further, the connection method of the steel plate shear force wall and floor further includes following steps: by the floor slab bottoms
The I-steel of outer surface is fixedly connected with the steel tube confinement part of the steel plate shear force wall vertical end face.
Further, the steel of the I-steel by the floor slab bottoms outer surface and the steel plate shear force wall vertical end face
Pipe attaching means is fixedly connected, comprising: by the I-steel of the floor slab bottoms outer surface and the steel plate shear force wall vertical end face
Steel tube confinement part is bolted by connector.
The above-mentioned technical proposal of the embodiment of the present invention has following beneficial technical effect:
By angle steel and steel plate shear force wall to wear be bolted, welding and/or peg connection and the building of angle steel and floor
Board bottom portion I-steel is fixedly connected with steel plate shear force wall vertical plane steel tube confinement part, overcomes the structure of steel plate shear force wall and floor
Problem is made, eliminates and destroys surface fireproof after strength reduction and welding after the aperture of shear wall scene and erosion resistant coating bring is hidden safely
Suffer from, connect steel plate shear force wall with floor simple, safe and reliable, easy for construction, meets the rigidly connected intensity requirement of the two,
Improve the anti-seismic performance of whole building.
Detailed description of the invention
Fig. 1 is the connection structure schematic diagram of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 2 is the first attachment structure schematic diagram of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 3 is the first connection structure partial enlarged view of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 4 is the first connection structure perspective view of the explosion of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 5 is second of attachment structure schematic diagram of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 6 is second of connection structure partial enlarged view of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 7 is second of connection structure perspective view of the explosion of steel plate shear force wall and floor provided in an embodiment of the present invention；
Fig. 8 is the connection method flow chart of steel plate shear force wall and floor provided in an embodiment of the present invention.
Appended drawing reference:
1, steel plate shear force wall, 11, steel tube confinement part, 12, connector, 2, floor, 21, top rebars, 22, bottom reinforcement bars,
23, I-steel, 3, angle steel, 31, angle steel vertical plane, 32, angle steel horizontal plane, 321, default peg, 33, stiffener, 4, to wearing spiral shell
Bolt, 5, reinforced bar sleeve.
Specific embodiment
In order to make the objectives, technical solutions and advantages of the present invention clearer, With reference to embodiment and join
According to attached drawing, the present invention is described in more detail.It should be understood that these descriptions are merely illustrative, and it is not intended to limit this hair
Bright range.In addition, in the following description, descriptions of well-known structures and technologies are omitted, to avoid this is unnecessarily obscured
The concept of invention.
Embodiment one
Fig. 1 is the connection structure schematic diagram of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 2 is the first attachment structure schematic diagram of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 3 is the first connection structure partial enlarged view of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 4 is the first connection structure perspective view of the explosion of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 1, Fig. 2, Fig. 3 and Fig. 4 are please referred to, the embodiment of the present invention one provides the connection of a kind of steel plate shear force wall and floor
Structure, comprising: steel plate shear force wall 1, floor 2 and angle steel 3；Steel plate shear force wall 1 and floor 2 are vertically arranged；Angle steel 3 is set to steel plate
The junction of shear wall 1 and floor 2, comprising: angle steel vertical plane 31 and angle steel horizontal plane 32；Angle steel vertical plane 31 is by running through steel
Plate shear wall 1 is fixedly connected to wearing bolt 4 with steel plate shear force wall 1；The top rebars 21 of floor 2 with it is mechanical even to bolt 4 is worn
It connects；The bottom reinforcement bars 22 of floor 2 and the upper surface of angle steel horizontal plane 32 are welded to connect；The concrete and angle steel horizontal plane of floor 2
The default peg 321 of 32 upper surfaces connects.
To the default junction worn bolt 4 and be set to steel plate shear force wall 1 and floor 2, it is fixed that steel plate shear force wall 1 can be used
The split bolt of wall two sides steel plate is used as to wearing bolt 4, it can is provided a supporting role to floor 2, be may also function as reinforcing two
The effect of side steel plate considers both stresses in design.
Two vertical end faces of steel plate shear force wall 1 are provided with steel tube confinement part 11；2 bottom outer surface of floor is equipped with and steel pipe
The corresponding I-steel 23 of attaching means 11；I-steel 23 is fixedly connected with steel tube confinement part 11.
Optionally, I-steel 23 is bolted with steel tube confinement part 11 by connector 12.Two of steel plate shear force wall 1 are perpendicular
Steel tube confinement part 11 set by straight end face is mainly used for providing the support of a vertical side to the concrete of steel plate shear force wall 1
Power.Simultaneously as intensity possessed by steel pipe itself, the steel pipe of the height corresponding to steel plate shear force wall 1 and 2 link position of floor
On attaching means 11, it is provided with several connectors 12.
Specifically, connector 12 is fixedly connected or is integrally formed with steel tube confinement part 11.
In an embodiment of the embodiment of the present invention, connector 12 is equipped with multiple bolts hole, the work of 2 bottom of floor
The corresponding link position of word steel 23 is equipped with corresponding bolt hole, and connector 12 and I-steel 23 are bolted.Utilize I-shaped
Steel 23 is fixedly connected with steel tube confinement part 11, improves the bonding strength of steel plate shear force wall 1 and floor 2, while existing to floor 2
Vertical direction provides bigger support force, it is ensured that the stable structure of whole building.
Angle steel 3 is equipped with several stiffeners 33 along its length.Stiffener 33 respectively with angle steel vertical plane 31 and angle steel water
Plane 32 is fixedly connected or is integrally formed.To further increase the support force that angle steel 3 provides floor 2, the length direction of angle steel 3
Both ends be provided with stiffener 33.Optionally, stiffener 33 is arranged along the length direction uniform intervals of angle steel 3, is separately connected angle
Steel vertical plane 31 and angle steel horizontal plane 32.In practical applications, stiffener 33, the spacing of stiffener 33 are installed additional according to requirement of engineering
According to the wide equal portion's setting of prefabricated board.Stiffener can provide bigger drawing between angle steel vertical plane 31 and angle steel horizontal plane 32
Power has more stable architectural characteristic.
In an embodiment of the embodiment of the present invention, the top rebars 21 of floor 2 with to wearing bolt 4 by reinforcing bar set
Cylinder 5 is mechanically connected.The top rebars 21 of floor 2 are respectively and through the corresponding to the position for wearing bolt 4 of steel plate shear force wall 1, often
A top rebars 21 are mechanically connected by reinforced bar sleeve 5 with corresponding to wearing bolt 4.
Optionally, external screw thread is equipped with to the end for wearing bolt 4.The top rebars 21 of reinforced bar sleeve one end and floor 2 are fixed
Connection, the other end are equipped with internal screw thread.The top rebars 21 of floor 2 by 5 internal screw thread of reinforced bar sleeve with to wearing 4 external screw thread of bolt
Threaded connection realize and be fixedly connected with steel plate shear force wall 1.
In an embodiment of the embodiment of the present invention, the long thickness for being greater than floor 2 of 31 limb of angle steel vertical plane both guaranteed
The reliability of support floor 2, also increases the coupling stiffness of the junction of steel plate shear force wall 1 and floor 2, can finally pass through
Building coats way covers angle steel, will not influence normal use.
Embodiment two
Fig. 5 is second of attachment structure schematic diagram of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 6 is second of connection structure partial enlarged view of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 7 is second of connection structure perspective view of the explosion of steel plate shear force wall and floor provided in an embodiment of the present invention.
Referring to figure 5., Fig. 6 and Fig. 7, embodiment two provide the connection structure of a kind of steel plate shear force wall and floor, comprising:
Steel plate shear force wall 1, floor 2 and angle steel 3；Steel plate shear force wall 1 and floor 2 are vertically arranged；Angle steel 3 is set to 1 He of steel plate shear force wall
The junction of floor 2, comprising: angle steel vertical plane 31 and angle steel horizontal plane 32；Angle steel vertical plane 31 is by running through steel plate shear force wall 1
Be fixedly connected with steel plate shear force wall 1 to wearing bolt 4；The concrete of floor 2 and the default peg of 32 upper surface of angle steel horizontal plane
321 connections.The connection structure of steel plate shear force wall and floor in embodiment two, installation is more fast and simple, wants in anti-seismic performance
Not high area is asked, the construction speed of monolithic architecture is rapider, reduce operation sequence of the worker in floor installation process,
Efficiency is improved, is reduced costs.
Fig. 8 is the connection method flow chart of steel plate shear force wall and floor provided in an embodiment of the present invention.
Fig. 8 is please referred to, the present invention also provides the connection methods of a kind of steel plate shear force wall and floor, include the following steps:
3 level of angle steel is fixed on to the preset height of steel plate shear force wall 1；
The top rebars 21 of floor 2 are mechanically connected by reinforced bar sleeve 5 with through steel plate shear force wall 1 to wearing bolt 4；
The concrete of floor 2 is connect with the default peg of 32 upper surface of angle steel horizontal plane；
The upper surface of the bottom reinforcement bars 22 of floor 2 and angle steel horizontal plane 32 is welded to connect.
In an embodiment of the embodiment of the connection method of steel plate shear force wall of the present invention and floor, steel plate shear force wall
Connection method with floor further includes following steps: by the I-steel 23 of 2 bottom outer surface of floor and 1 vertical end of steel plate shear force wall
The steel tube confinement part 11 in face is fixedly connected.
Optionally, by the steel tube confinement part 11 of the I-steel 23 of 2 bottom outer surface of floor and 1 vertical end face of steel plate shear force wall
It is fixedly connected, comprising:
The steel tube confinement part 11 of the I-steel 23 of 2 bottom outer surface of floor and 1 vertical end face of steel plate shear force wall is passed through into company
Fitting 12 is bolted.
The embodiment of the present invention is intended to protect the connection structure of a kind of steel plate shear force wall and floor, comprising: steel plate shear force wall, building
Plate and angle steel；Steel plate shear force wall and floor are vertically arranged；Angle steel is set to the junction of steel plate shear force wall and floor, comprising: angle
Steel vertical plane and angle steel horizontal plane；Angle steel vertical plane by through steel plate shear force wall to wearing bolt and steel plate shear force wall is fixed connects
It connects；The top rebars of floor with to wear bolt mechanical connection；The upper surface of the bottom reinforcement bars of floor and angle steel horizontal plane and/or
It is welded to connect；And/or the concrete of floor is connect with the default peg of angle steel horizontal plane upper surface.Also protect a kind of steel plate
The connection method of shear wall and floor includes the following steps: the preset height that angle steel level is fixed on to steel plate shear force wall；By building
The top rebars of plate pass through reinforced bar sleeve mechanical connection to bolt is worn with through steel plate shear force wall；By the concrete of floor and angle
The default peg of molten steel plane upper surface connects；The upper surface of the bottom reinforcement bars of floor and angle steel horizontal plane is welded to connect.On
State technical solution have it is following the utility model has the advantages that
By angle steel and steel plate shear force wall to wear be bolted, welding and/or peg connection and the building of angle steel and floor
Board bottom portion I-steel is fixedly connected with steel plate shear force wall vertical plane steel tube confinement part, overcomes the structure of steel plate shear force wall and floor
Problem is made, eliminates and destroys surface fireproof after strength reduction and welding after the aperture of shear wall scene and erosion resistant coating bring is hidden safely
Suffer from, connect steel plate shear force wall with floor simple, safe and reliable, easy for construction, meets the rigidly connected intensity requirement of the two,
Improve the anti-seismic performance of whole building.
It should be understood that above-mentioned specific embodiment of the invention is used only for exemplary illustration or explains of the invention
Principle, but not to limit the present invention.Therefore, that is done without departing from the spirit and scope of the present invention is any
Modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.In addition, appended claims purport of the present invention
Covering the whole variations fallen into attached claim scope and boundary or this range and the equivalent form on boundary and is repairing
Change example.
Claims (10)
1. the connection structure of a kind of steel plate shear force wall and floor characterized by comprising steel plate shear force wall (1), floor (2) and
Angle steel (3)；
The steel plate shear force wall (1) and the floor (2) are vertically arranged；
The angle steel (3) is set to the junction of the steel plate shear force wall (1) and the floor (2), comprising: angle steel vertical plane
(31) and angle steel horizontal plane (32)；
The angle steel vertical plane (31) by through the steel plate shear force wall (1) to wearing bolt (4) and the steel plate shear force wall
(1) it is fixedly connected；
The top rebars (21) of the floor (2) wear bolt (4) mechanical connection with described pair；And/or
The upper surface of the bottom reinforcement bars (22) of the floor (2) and the angle steel horizontal plane (32) is welded to connect；And/or
The concrete of the floor (2) is connect with the default peg (321) of angle steel horizontal plane (32) upper surface.
2. the connection structure of steel plate shear force wall according to claim 1 and floor, which is characterized in that
Two vertical end faces of the steel plate shear force wall (1) are provided with steel tube confinement part (11)；
Floor (2) bottom outer surface is equipped with I-steel (23) corresponding with steel tube confinement part (11)；
The I-steel (23) is fixedly connected with the steel tube confinement part (11).
3. the connection structure of steel plate shear force wall according to claim 2 and floor, which is characterized in that
The I-steel (23) is bolted with the steel tube confinement part (11) by connector (12).
4. the connection structure of steel plate shear force wall according to claim 1 and floor, which is characterized in that
The angle steel (3) is equipped with several stiffeners (33) along its length；
The stiffener (33) is fixedly connected respectively with the angle steel vertical plane (31) and the angle steel horizontal plane (32) or one
Molding.
5. the connection structure of steel plate shear force wall according to claim 4 and floor, which is characterized in that
The top rebars (21) of the floor (2) are worn bolt (4) with described pair and are mechanically connected by reinforced bar sleeve (5).
6. the connection structure of steel plate shear force wall according to claim 5 and floor, which is characterized in that
The described pair of end for wearing bolt (4) is equipped with external screw thread；
The top rebars (21) of the floor (2) wear bolt (4) external screw thread with described pair by the reinforced bar sleeve (5) internal screw thread
Threaded connection realize and be fixedly connected with the steel plate shear force wall (1).
7. the connection structure of steel plate shear force wall according to claim 1 and floor, which is characterized in that
The long thickness for being greater than the floor (2) of the limb of the angle steel vertical plane (31).
8. a kind of connection method of such as connection structure of the described in any item steel plate shear force walls of claim 1-7 and floor, special
Sign is, includes the following steps:
Angle steel (3) level is fixed on to the preset height of steel plate shear force wall (1)；
The top rebars (21) of floor (2) are passed through into reinforced bar sleeve to wearing bolt (4) with through the steel plate shear force wall (1)
(5) it is mechanically connected；
The concrete of the floor (2) is connect with the default peg (321) of angle steel horizontal plane (32) upper surface；
The upper surface of the bottom reinforcement bars (22) of the floor (2) and angle steel horizontal plane (32) is welded to connect.
9. the connection method of steel plate shear force wall according to claim 8 and floor, which is characterized in that further include walking as follows
It is rapid:
By the steel tube confinement of the I-steel (23) of the floor (2) bottom outer surface and the steel plate shear force wall (1) vertical end face
Part (11) is fixedly connected.
10. the connection method of steel plate shear force wall according to claim 9 and floor, which is characterized in that
The steel pipe of the I-steel (23) by the floor (2) bottom outer surface and the steel plate shear force wall (1) vertical end face
Attaching means (11) is fixedly connected, comprising:
By the steel tube confinement of the I-steel (23) of the floor (2) bottom outer surface and the steel plate shear force wall (1) vertical end face
Part (11) is bolted by connector (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910128742.5A CN109680812A (en) | 2019-02-21 | 2019-02-21 | A kind of connection structure and connection method of steel plate shear force wall and floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910128742.5A CN109680812A (en) | 2019-02-21 | 2019-02-21 | A kind of connection structure and connection method of steel plate shear force wall and floor |
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| Publication Number | Publication Date |
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| CN109680812A true CN109680812A (en) | 2019-04-26 |
Family
ID=66196673
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910128742.5A Pending CN109680812A (en) | 2019-02-21 | 2019-02-21 | A kind of connection structure and connection method of steel plate shear force wall and floor |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459281A (en) * | 2020-11-11 | 2021-03-09 | 杨玮军 | Steel sheet shear force wall quick positioning connection structure among assembly type structure |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205840382U (en) * | 2016-06-23 | 2016-12-28 | 深圳市汉沙杨景观规划设计有限公司 | Newly-increased floor and the attachment structure of former beam in a kind of building renovation |
| CN207846676U (en) * | 2017-12-25 | 2018-09-11 | 北京千城集成房屋有限公司 | A kind of connecting node of double steel plate shear wall and floor |
-
2019
- 2019-02-21 CN CN201910128742.5A patent/CN109680812A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205840382U (en) * | 2016-06-23 | 2016-12-28 | 深圳市汉沙杨景观规划设计有限公司 | Newly-increased floor and the attachment structure of former beam in a kind of building renovation |
| CN207846676U (en) * | 2017-12-25 | 2018-09-11 | 北京千城集成房屋有限公司 | A kind of connecting node of double steel plate shear wall and floor |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459281A (en) * | 2020-11-11 | 2021-03-09 | 杨玮军 | Steel sheet shear force wall quick positioning connection structure among assembly type structure |
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