CN106759934A - Steel plate concrete shear wall and beam sleeve for connection connector and its installation method - Google Patents
Steel plate concrete shear wall and beam sleeve for connection connector and its installation method Download PDFInfo
- Publication number
- CN106759934A CN106759934A CN201710036775.8A CN201710036775A CN106759934A CN 106759934 A CN106759934 A CN 106759934A CN 201710036775 A CN201710036775 A CN 201710036775A CN 106759934 A CN106759934 A CN 106759934A
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- China
- Prior art keywords
- steel plate
- floor
- shear wall
- sleeve body
- sleeve
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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
-
- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
-
- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B2001/5856—Connections for building structures in general of bar-shaped building elements with a closed cross-section using the innerside thereof
Abstract
The invention discloses a kind of steel plate concrete shear wall and beam sleeve for connection connector, including the sleeve body for being enclosed within steel plate concrete shear wall vertical steel pipe, sleeve body side wall sets the first floor and the second floor, and stirrup hole is opened up on the first floor and the second floor.The sleeve connector can improve the bonding strength of steel plate concrete shear wall and beam, moreover it is possible to realize the quick connection of steel plate concrete shear wall and beam.The invention also discloses a kind of steel plate concrete shear wall and the installation method of beam sleeve for connection connector, it includes that sleeve body is enclosed within the vertical steel pipe of steel plate concrete shear wall；First floor of sleeve connector is connected with the vertical steel crab bolt of steel plate concrete shear wall；By the second floor of sleeve connector and the shaped steel bolt connection inside beam and by the upper and lower reinforcing plate of sleeve body with the upper and lower edge of a wing of beam the corresponding step such as be welded to connect.The installation rate of the installation method is fast, shortens the duration.
Description
Technical field
The invention belongs to steel plate concrete shear wall and the interconnection technique field of beam, a kind of steel plate concrete is specifically related to
Shear wall and beam sleeve for connection connector and its installation method.
Background technology
Under the background for creating " resource-conserving, environmentally friendly " society, from industrialization degree is low, speed of application delays
Slowly the workshop-based mode of construction of traditional-handwork that, job site is seriously polluted, consumption resource is huge is to environmental protection and energy saving, speed of application
Hurry up, can industrialized production batch production, standardization mode of construction transformation be building industry development inevitable requirement, assembled knot
Structure is the main force for realizing this target.Wherein, assembling steel plate-concrete shear wall structure system is mainly by embedding steel plate
Constituted with edge member (Vierendeel girder, post and plate of putting more energy into).Embedded steel plate constitutes lateral resisting after being generally connected with edge member
Structural system because it has, construction is simple, speed is fast, efficiency high, can industrialized production, quality be easily controllable, ecological, environmental protective
The advantages of, and it is widely used in high-rise and high-rise building.Meanwhile, Multitest research shows, assembling steel plate-mixed
Solidifying soil shear wall structure has more preferable ductility, power consumption and shear resistance compared with reinforced concrete shear wall, meets structure and safely
Ask.
But, there is more horizontal joint, vertical abutment joint and node in assembling steel plate concrete shear wall structure how
So that firmly being connected into for the key of the performances such as limit structural globality, bearing capacity, shock resistance between prefabricated components.Mesh
Before, the steel plate shear force wall connected mode in engineering is mostly using full welding or the connection of bolting and welding formula.
The shortcoming and deficiency that existing method is present are as follows：
(1), steel plate and end reinforcing bar be by all welding, cause welding manner to have that cost of labor is high, speed of application is slow,
The problems such as the duration is more long, on-the-spot welding is difficult, weldquality is difficult to ensure, residual stress is excessive, govern steel plate-coagulation
The development of native shear wall and application.
(2), by all bolting, pin-connected joint possesses prolong more more preferable than welding node in theory for steel plate and end reinforcing bar
Property, the friction energy consumption part inputting seismic energy between bolt under big shake effect, but pin-connected joint is to component machining accuracy
There are certain requirements, the inadequate steel plate shear force wall of precision is difficult to install in the later stage.Traditional bolt is also easy to occur " solution button " now
As.
(3), in traditional assembly concrete shear wall structure, need to add after the completion of lifting component temporary support this
Procedure, to ensure stabilization of the component in installation process, causes job site in disorder, and there is potential safety hazard.
The content of the invention
It is an object of the invention to overcome above-mentioned deficiency of the prior art, there is provided a kind of steel plate concrete shear wall and beam
Sleeve for connection connector.The sleeve connector can improve the bonding strength of steel plate concrete shear wall and beam, moreover it is possible to real
Existing steel plate concrete shear wall and the quick connection of beam, accelerate speed of application, shorten the duration.
To achieve the above object, the technical scheme of sleeve connector use of the present invention is：Steel plate concrete shear wall and beam
Sleeve for connection connector, the vertical steel plate of the steel plate concrete shear wall is provided with vertical steel pipe near one end of beam, described
The top of vertical steel pipe is provided with and pea gravel concreten is filled with supporting steel plate, the vertical steel pipe, it is characterised in that：The sleeve
Connector includes the sleeve body for being enclosed within steel plate concrete shear wall vertical steel pipe, and the lower end of the sleeve body abuts
On the supporting steel plate of the vertical steel pipe, sleeve body side wall is provided with for vertical with steel plate concrete shear wall
Bolted first floor of steel plate and for beam inside bolted second floor of shaped steel, first floor and
The stirrup hole for installing stirrup is offered on two floors.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：The sleeve body
First floor and the second floor are stretched out in upper end, and the sleeve body stretches out first floor and the position of the second floor sets
The upper reinforcing plate for being fixed on the sleeve body upper end is equipped with, first floor and second are stretched out in the lower end of the sleeve body
Floor, the position that the sleeve body stretches out first floor and the second floor is provided with and is fixed on the sleeve body lower end
Lower reinforcing plate.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：The sleeve body
End is welded to connect with the vertical steel pipe.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：The sleeve body
Lower surface offers the low groove for accommodating solder when the sleeve body and vertical steel pipe is welded to connect.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：The sleeve body
Upper surface offers the upper groove for accommodating solder when the sleeve body and vertical steel pipe is welded to connect.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：First floor and
Second floor is laid or first floor and the mutual angle in 90 ° of the second floor in yi word pattern.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：First floor and
The quantity of the second floor is two, and two first floors and two second floors constitute cross laying.
Above-mentioned steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that：The sleeve body,
One floor and the second floor are integrally formed formula structure.
It is mixed present invention also offers a kind of steel plate in order to quickly realize effective connection of steel plate concrete shear wall and beam
The installation method of solidifying soil shear wall and beam sleeve for connection connector.To achieve these goals, installation method of the present invention is used
Technical scheme be：A kind of installation method of steel plate concrete shear wall and beam sleeve for connection connector, it is characterised in that bag
Include following steps：
Step one, sleeve body is enclosed within the vertical steel pipe of steel plate concrete shear wall from the top down, makes sleeve body
Lower end be connected on the supporting steel plate of the vertical steel pipe, and the sleeve body is welded to connect with supporting steel plate；
Step 2, the first floor of sleeve connector is connected with the vertical steel crab bolt of steel plate concrete shear wall；
Step 3, by the shaped steel bolt connection inside second floor and beam of sleeve connector；
Step 4, by the upper reinforcing plate of sleeve body and beam inside shaped steel top flange be welded to connect, by sleeve body
Lower reinforcing plate is welded to connect with the lower flange of beam inside shaped steel.
Above-mentioned installation method, it is characterised in that：After the completion of step 4, set above the steel plate concrete shear wall
When putting one layer of steel plate concrete shear wall, the casting cement mortar first in the vertical steel pipe of the steel plate concrete shear wall of lower floor
Inserts, then inserts the sleeve body and extrudes institute from top to bottom by the vertical steel pipe of the steel plate concrete shear wall on upper strata
Stating cement mortar inserts carries out levelling, finally makes the vertical steel pipe of the steel plate concrete shear wall on sleeve body upper end and upper strata
It is welded to connect.
The present invention has advantages below compared with prior art：
1st, sleeve connector of the present invention is connected by sleeve body with the vertical steel pipe inserted in it, and by the first floor
With the vertical steel pipe bolt connection of steel plate concrete shear wall, by the shaped steel bolt connection inside the second floor and beam, use
This connected mode, on the one hand can improve the bonding strength of steel plate concrete shear wall and beam, it is ensured that steel plate concrete
Shear wall and the reliability of beam connecting node, on the other hand can realize the quick connection of steel plate concrete shear wall and beam, accelerate
Speed of application, shortens the duration.
2nd, sleeve connector of the present invention, can effectively by the first floor, by setting upper reinforcing plate and lower reinforcing plate
Two floors and sleeve body are coupled together, and realize the reinforcing to the sleeve connector, effectively raise the first floor, second
The rigidity of floor and sleeve body, can carry bigger load.
3rd, sleeve connector of the present invention opens up upper groove by the upper surface in sleeve body, in the lower surface of sleeve body
Open up low groove, so as to facilitate be welded to connect state sleeve body and vertical steel pipe when, accommodate more solders, and then cause
Weld seam is lengthened, and improves weld strength.
4th, sleeve connector of the present invention is integrally formed formula structure, energy by by sleeve body, the first floor and the second floor
Enough integral rigidities and intensity for effectively improving the sleeve connector.
5th, the installation rate of installation method of the present invention is fast, relatively weld and bolt significantly reduces cost of labor, so as to reduce
Cost, accelerates speed of application, shortens the duration.
Below by drawings and Examples, technical scheme is described in further detail.
Brief description of the drawings
Fig. 1 is the use state schematic diagram of the sleeve connector in the embodiment of the present invention 1.
Fig. 2 is the profile of A-A in Fig. 1.
Fig. 3 is the structural representation of the middle sleeve connector of the embodiment of the present invention 1.
Fig. 4 is the cutaway view Amplified image of B-B in Fig. 3.
Fig. 5 is the position relationship schematic diagram when embodiment of the present invention 1 middle sleeve connector, two floors are mutually perpendicular to lay.
Position relationship schematic diagram when Fig. 6 is the cross laying of the embodiment of the present invention 1 middle sleeve connector, four floors.
Fig. 7 is the method flow diagram of installation method of the present invention.
Fig. 8 is the use state schematic diagram of the middle sleeve connector of the embodiment of the present invention 2.
Fig. 9 is the structural representation of the middle sleeve connector of the embodiment of the present invention 2.
Description of reference numerals:
1-steel plate concrete shear wall；1-1-vertical steel plate；
1-2-vertical steel pipe；1-3-supporting steel plate；
2-sleeve connector；2-1-sleeve body；
2-2-the first floor；2-3-the second floor；
2-4-upper reinforcing plate；2-5-lower reinforcing plate；
2-6-stirrup；2-7-upper groove；
2-8-stirrup hole；2-9-bolt hole；
2-10-low groove；3-beam；
3-1-shaped steel.
Specific embodiment
Embodiment 1
A kind of steel plate concrete shear wall and beam sleeve for connection connector 2 as shown in Figure 1, Figure 2, Figure 3 and Figure 4, should
The vertical steel plate 1-1 of steel plate concrete shear wall 1 is provided with vertical steel pipe 1-2, the vertical steel pipe 1-2 near one end of beam 3
Top be provided with supporting steel plate 1-3, the vertical steel pipe 1-2 filled with pea gravel concreten, the sleeve connector 2 includes using
In the sleeve body 2-1 being enclosed within the vertical steel pipe 1-2 of steel plate concrete shear wall 1, the lower end of the sleeve body 2-1 is connected to
On the supporting steel plate 1-3 of the vertical steel pipe 1-2, the sleeve body 2-1 sides wall is provided with for being sheared with steel plate concrete
The bolted first floor 2-2 of vertical steel plate 1-1 of wall 1 and for beam 3 inside bolted second ribs of shaped steel 3-1
The stirrup hole 2-8 for installing stirrup 2-6 is offered on plate 2-3, the first floor 2-2 and the second floor 2-3.
In the present embodiment, the sleeve connector 2 is connected by sleeve body 2-1 with the vertical steel pipe 1-2 inserted in it, and
By the first floor 2-2 and the vertical steel pipe 1-2 bolt connections of steel plate concrete shear wall 1, by the second floor 2-3 and beam 3
Internal shaped steel 3-1 bolt connections, using this connected mode, on the one hand can improve steel plate concrete shear wall 1 and beam 3
Bonding strength, it is ensured that the reliability of steel plate concrete shear wall 1 and the connecting node of beam 3, on the other hand can realize that steel plate is mixed
Solidifying soil shear wall 1 and the quick connection of beam 3, accelerate speed of application, shorten the duration.
In the present embodiment, multiple bolt hole 2-9 are offered on the first floor 2-2 and the second floor 2-3.
As shown in Figure 3 and Figure 4, the first floor 2-2 and the second floor 2-3 is stretched out in the upper end of the sleeve body 2-1,
The position that the sleeve body 2-1 stretches out the first floor 2-2 and the second floor 2-3 is provided with and is fixed on the sleeve body
The first floor 2-2 and the second floor 2-3, institute are stretched out in the lower end of the upper reinforcing plate 2-4, the sleeve body 2-1 of 2-1 upper ends
State sleeve body 2-1 and stretch out the position of the first floor 2-2 and the second floor 2-3 and be provided with and be fixed on the sleeve body 2-
The lower reinforcing plate 2-5 of 1 lower end.
In the present embodiment, by setting upper reinforcing plate 2-4 and lower reinforcing plate 2-5, can effectively by the first floor 2-2,
Second floor 2-3 and sleeve body 2-1 are coupled together, and realize the reinforcing to the sleeve connector 2, effectively raise first
The rigidity of floor 2-2, the second floor 2-3 and sleeve body 2-1, can carry bigger load.Specifically, described above add
Strong plate 2-4 and the first floor 2-2, the second floor 2-3 and sleeve body 2-1 are constituted and are welded to connect, similarly, the lower reinforcing plate 2-
5 are welded to connect with the first floor 2-2, the second floor 2-3 and sleeve body 2-1 composition.
In the present embodiment, the end of the sleeve body 2-1 is welded to connect with the vertical steel pipe 1-2.Specifically, described
The lower end of sleeve body 2-1 is welded to connect with the vertical steel pipe 1-2, effectively raises sleeve body 2-1 and vertical steel pipe
The bonding strength of 1-2.
As shown in figure 3, the upper surface of the sleeve body 2-1 is offered for being welded to connect the sleeve body 2-1
The upper groove 2-7 of solder is accommodated during with vertical steel pipe 1-2.
In the present embodiment, upper groove 2-7 is opened up by the upper surface of sleeve body 2-1, connected in welding so as to facilitate
Connect when stating sleeve body 2-1 and vertical steel pipe 1-2, accommodate more solders, and then cause that weld seam is lengthened, improve welding strong
Degree.
As shown in figure 4, the first floor 2-2 and the second floor 2-3 lays in yi word pattern.Now the first floor 2-2 and
The position relationship of the second floor 2-3, is adapted to the situation parallel with steel plate concrete shear wall 1 of beam 3.
As shown in figure 5, the mutual angles in 90 ° of the first floor 2-2 and the second floor 2-3.Now the first floor 2-2 and
The position relationship of two floor 2-3, is adapted to beam 3 and the perpendicular situation of steel plate concrete shear wall 1.
As shown in fig. 6, the quantity of the first floor 2-2 and the second floor 2-3 is two, two first floors
2-2 and two the second floor 2-3 constitutes cross laying.Now the position of the first floor 2-2 and the second floor 2-3 is closed
System, is adapted to two beams 3 and two steel plate concrete shear walls 1 and two beams 3 and two steel plate concrete shear walls 1 constitute ten
The situation of font.When actually used, can be according to beam 3 and the specific structure type of steel plate concrete shear wall 1, to first rib
The position relationship of plate 2-2 and the second floor 2-3 carries out the setting of adaptability.
In the present embodiment, the sleeve body 2-1, the first floor 2-2 and the second floor 2-3 are integrally formed formula structure.It is logical
Cross and sleeve body 2-1, the first floor 2-2 and the second floor 2-3 are integrally formed formula structure, can effectively improve sleeve company
The integral rigidity and intensity of fitting 2.
A kind of steel plate concrete shear wall as shown in Figure 7 and the installation method of beam sleeve for connection connector, including with
Lower step：
Step one, sleeve body 2-1 is enclosed within the vertical steel pipe 1-2 of steel plate concrete shear wall 1 from the top down, makes set
The lower end of cylinder body 2-1 is connected on the supporting steel plate 1-3 of the vertical steel pipe 1-2, and makes the sleeve body 2-1 with supporting
Steel plate 1-3 is welded to connect；
Step 2, the vertical steel plate 1-1 bolts by the first floor 2-2 of sleeve connector 2 and steel plate concrete shear wall 1
Connection；
Step 3, by the shaped steel 3-1 bolt connections inside the second floor 2-3 and beam 3 of sleeve connector 2；
Step 4, the top flange of the upper reinforcing plate 2-4 of sleeve body 2-1 and the inside shaped steel 3-1 of beam 3 is welded to connect, will
The lower flange of the inside shaped steel 3-1 of the lower reinforcing plate 2-5 of sleeve body 2-1 and beam 3 is welded to connect.
In the present embodiment, after step 4 terminates, then installed on the first floor 2-2 and the second floor 2-3
Stirrup 2-6, prepares the junction cast-in-place concrete to steel plate concrete shear wall 1 and beam 3.
In the installation method of the present embodiment, sleeve body 2-1 is enclosed within vertical steel pipe 1-2 first, it is right to be achieved in that
The quick positioning of sleeve body 2-1；Then the vertical steel plate 1-1 bolts of the first floor 2-2 and steel plate concrete shear wall 1 are connected
Connect, realize the quick connection of the first floor 2-2 and the vertical steel plate 1-1；Again by the type inside the second floor 2-3 and beam 3
Steel 3-1 bolt connections, realize the quick connection of the second floor 2-3 and beam 3.Finally by the upper reinforcing plate 2-4 with it is described
The top flange of shaped steel 3-1 is welded to connect, and lower reinforcing plate 2-5 is welded to connect with the lower flange of the shaped steel 3-1 so that the set
When mounted, existing bolt connection has what is be welded to connect to be rigidly connected, it is ensured that after the sleeve connector 2 is installed to cylinder connector 2 again
It is firm.The speed of this installation method is fast, relatively welding and bolt significantly reduce cost of labor, so as to reduce cost, plus
Fast speed of application, shortens the duration.
Embodiment 2
As shown in Figure 8 and Figure 9, the present embodiment is with the difference of embodiment 1：In the installation method of the present embodiment,
After the completion of step 4, when the top of the steel plate concrete shear wall 1 sets one layer of steel plate concrete shear wall 1, exist first
Casting cement mortar inserts in the vertical steel pipe 1-2 of the steel plate concrete shear wall 1 of lower floor, then by the steel plate coagulation on upper strata
The vertical steel pipe 1-2 of native shear wall 1 inserts the sleeve body 2-1 and extrudes the cement mortar inserts and carries out from top to bottom
It is levelling, sleeve body 2-1 upper ends is welded to connect with the vertical steel pipe 1-2 of the steel plate concrete shear wall 1 on upper strata.
In the installation method of the present embodiment, when the steel plate concrete shear wall 1 on upper strata is installed, the steel plate coagulation on upper strata
After the vertical steel pipe 1-2 of native shear wall 1 inserts the sleeve body 2-1 from the top down, i.e., can be to the steel plate concrete on upper strata
Shear wall 1 plays a part of support, saves a large amount of temporary supports in traditional assembled shearing structure construction, simplifies construction work
Sequence, makes follow-up installment work simpler convenient and swift.Again by the form that is welded to connect, realize sleeve body 2-1 with
The vertical steel pipe 1-2 of the steel plate concrete shear wall 1 on upper strata is firmly connected, while also achieving sleeve body 2-1 with lower floor
The vertical steel pipe 1-2 of steel plate concrete shear wall 1 is firmly connected.And by by the vertical of the steel plate concrete shear wall 1 on upper strata
Steel pipe 1-2 lower ends are inserted in the sleeve body 2-1 and extrude the cement mortar inserts to carry out levelling, so enables to
The vertical steel pipe 1-2 of the steel plate concrete shear wall 1 on upper strata is rapid levelling in sleeve body 2-1 such that it is able to reduce construction
Precision, it is to avoid the artificial levelling error brought.
As shown in figure 9, the present embodiment also differ in that with embodiment 1：Open the lower surface of the sleeve body 2-1
It is provided with the low groove 2-10 for accommodating solder when the sleeve body 2-1 and vertical steel pipe 1-2 is welded to connect.
In the present embodiment, low groove 2-10 is opened up by the lower surface of sleeve body 2-1, connected in welding so as to facilitate
Connect when stating sleeve body 2-1 and vertical steel pipe 1-2, accommodate more solders, and then cause that weld seam is lengthened, improve welding strong
Degree.
The above, is only presently preferred embodiments of the present invention, and not the present invention is imposed any restrictions, every according to the present invention
Any simple modification, change and equivalent structure transformation that technical spirit is made to above example, still fall within skill of the present invention
In the protection domain of art scheme.
Claims (10)
1. steel plate concrete shear wall and beam sleeve for connection connector, the vertical steel plate (1- of the steel plate concrete shear wall (1)
1) one end near beam (3) is provided with vertical steel pipe (1-2), and the top of the vertical steel pipe (1-2) is provided with supporting steel plate (1-
3) pea gravel concreten, is filled with the vertical steel pipe (1-2), it is characterised in that：The sleeve connector (2) is including for being enclosed within
Sleeve body (2-1) on steel plate concrete shear wall (1) vertical steel pipe (1-2), the lower end of the sleeve body (2-1) abuts
On the supporting steel plate (1-3) of the vertical steel pipe (1-2), sleeve body (2-1) side wall is provided with for mixed with steel plate
Coagulate bolted first floor (2-2) of vertical steel plate (1-1) of soil shear wall (1) and for the shaped steel (3- internal with beam (3)
1) bolted second floor (2-3), offers for installing on first floor (2-2) and the second floor (2-3)
The stirrup hole (2-8) of stirrup (2-6).
2. steel plate concrete shear wall according to claim 1 and beam sleeve for connection connector, it is characterised in that：It is described
First floor (2-2) and the second floor (2-3) are stretched out in the upper end of sleeve body (2-1), and the sleeve body (2-1) is stretched out
The position of first floor (2-2) and the second floor (2-3) be provided be fixed on the sleeve body (2-1) upper end upper plus
Strong plate (2-4), first floor (2-2) and the second floor (2-3), the set are stretched out in the lower end of the sleeve body (2-1)
The position that cylinder body (2-1) stretches out first floor (2-2) and the second floor (2-3) is provided with and is fixed on the sleeve body
The lower reinforcing plate (2-5) of (2-1) lower end.
3. steel plate concrete shear wall according to claim 1 and beam sleeve for connection connector, it is characterised in that：It is described
The end of sleeve body (2-1) is welded to connect with the vertical steel pipe (1-2).
4. steel plate concrete shear wall according to claim 3 and beam sleeve for connection connector, it is characterised in that：It is described
The lower surface of sleeve body (2-1) is offered for holding when the sleeve body (2-1) and vertical steel pipe (1-2) is welded to connect
Receive the low groove (2-10) of solder.
5. steel plate concrete shear wall according to claim 4 and beam sleeve for connection connector, it is characterised in that：It is described
The upper surface of sleeve body (2-1) is offered for holding when the sleeve body (2-1) and vertical steel pipe (1-2) is welded to connect
Receive the upper groove (2-7) of solder.
6. steel plate concrete shear wall according to claim 1 and beam sleeve for connection connector, it is characterised in that：It is described
First floor (2-2) and the second floor (2-3) are in mutual yi word pattern laying or first floor (2-2) and the second floor (2-3)
Angle in 90 °.
7. steel plate concrete shear wall according to claim 1 and beam sleeve for connection connector, it is characterised in that：It is described
The quantity of the first floor (2-2) and the second floor (2-3) is two, two first floors (2-2) and two described
Two floors (2-3) constitute cross laying.
8. steel plate concrete shear wall according to claim 1 and beam sleeve for connection connector, it is characterised in that：It is described
Sleeve body (2-1), the first floor (2-2) and the second floor (2-3) are integrally formed formula structure.
9. the installation method of a kind of steel plate concrete shear wall as claimed in claim 2 and beam sleeve for connection connector, its
It is characterised by, comprises the following steps：
Step one, sleeve body (2-1) is enclosed within the vertical steel pipe of steel plate concrete shear wall (1) (1-2) from the top down, made
The lower end of sleeve body (2-1) is connected on the supporting steel plate of the vertical steel pipe (1-2) (1-3), and makes the sleeve body
(2-1) is welded to connect with supporting steel plate (1-3)；
Step 2, the vertical steel plate (1-1) by first floor (2-2) of sleeve connector (2) and steel plate concrete shear wall (1)
Bolt connection；
Step 3, by internal shaped steel (3-1) bolt connection of second floor (2-3) of sleeve connector (2) and beam (3)；
Step 4, the top flange welding company by the upper reinforcing plate (2-4) of sleeve body (2-1) and the internal shaped steel (3-1) of beam (3)
Connect, the lower flange of the internal shaped steel (3-1) of the lower reinforcing plate (2-5) of sleeve body (2-1) and beam (3) is welded to connect.
10. installation method according to claim 9, it is characterised in that：After the completion of step 4, cut in the steel plate concrete
When the top of power wall (1) sets one layer of steel plate concrete shear wall (1), first in the steel plate concrete shear wall (1) of lower floor
The interior casting cement mortar inserts of vertical steel pipe (1-2), then by the vertical steel pipe of the steel plate concrete shear wall (1) on upper strata
(1-2) inserts the sleeve body (2-1) and extrude the cement mortar inserts from top to bottom to carry out levelling, finally makes sleeve
Body (2-1) upper end is welded to connect with the vertical steel pipe (1-2) of the steel plate concrete shear wall (1) on upper strata.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710036775.8A CN106759934A (en) | 2017-01-18 | 2017-01-18 | Steel plate concrete shear wall and beam sleeve for connection connector and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710036775.8A CN106759934A (en) | 2017-01-18 | 2017-01-18 | Steel plate concrete shear wall and beam sleeve for connection connector and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759934A true CN106759934A (en) | 2017-05-31 |
Family
ID=58944085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710036775.8A Pending CN106759934A (en) | 2017-01-18 | 2017-01-18 | Steel plate concrete shear wall and beam sleeve for connection connector and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759934A (en) |
Citations (7)
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| CN101608480A (en) * | 2008-06-18 | 2009-12-23 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete short-limb shear wall provided and the preparation method of band door and window |
| CN101769011A (en) * | 2010-03-09 | 2010-07-07 | 河海大学 | Circular steel tube concrete column and beam node connecting structure |
| CN202990151U (en) * | 2012-10-16 | 2013-06-12 | 毛晨曦 | Sleeve-type self-resetting shape memory alloy coupling beam damper |
| CN203080965U (en) * | 2012-11-27 | 2013-07-24 | 邵天星 | Intelligent steel structure anti-seismic villa |
| CN203878780U (en) * | 2014-06-05 | 2014-10-15 | 杨红燕 | Connecting joint of cylindrical rib penetrating type steel pipe concrete column and steel beam |
| CN204551483U (en) * | 2015-02-03 | 2015-08-12 | 中国建筑股份有限公司 | A kind of to be used for " Two walls unite as one " ground-connecting-wall-Vierendeel girder Joint's connection fabrication |
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| JPH02308028A (en) * | 1989-05-23 | 1990-12-21 | Taisei Corp | Joining method of post or wall and precast beam |
| CN101608480A (en) * | 2008-06-18 | 2009-12-23 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete short-limb shear wall provided and the preparation method of band door and window |
| CN101769011A (en) * | 2010-03-09 | 2010-07-07 | 河海大学 | Circular steel tube concrete column and beam node connecting structure |
| CN202990151U (en) * | 2012-10-16 | 2013-06-12 | 毛晨曦 | Sleeve-type self-resetting shape memory alloy coupling beam damper |
| CN203080965U (en) * | 2012-11-27 | 2013-07-24 | 邵天星 | Intelligent steel structure anti-seismic villa |
| CN203878780U (en) * | 2014-06-05 | 2014-10-15 | 杨红燕 | Connecting joint of cylindrical rib penetrating type steel pipe concrete column and steel beam |
| CN204551483U (en) * | 2015-02-03 | 2015-08-12 | 中国建筑股份有限公司 | A kind of to be used for " Two walls unite as one " ground-connecting-wall-Vierendeel girder Joint's connection fabrication |
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