CN208088563U - A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor - Google Patents
A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor Download PDFInfo
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- CN208088563U CN208088563U CN201820168261.8U CN201820168261U CN208088563U CN 208088563 U CN208088563 U CN 208088563U CN 201820168261 U CN201820168261 U CN 201820168261U CN 208088563 U CN208088563 U CN 208088563U
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Abstract
The utility model discloses a kind of assembled compound shear wall and its and girder steel, the connecting structure of floor, by pouring the connection between the realization edge member of the cast-in-place concrete in the steel pipe tube chamber of edge member and wall, the connecting structure is simple, reliably, it can ensure the site operation quality of shear wall, and, concrete and the respective advantage of steel construction can be given full play to, i.e. the compressive property of concrete and steel construction is easy for construction, ensure that assembled compound shear wall has good anti-side rigidity, relative to existing double-layer plate compound shear wall, the utility model can save 50% or more steel using amount, and concreting amount at the construction field (site) can be reduced, reduce the template amount of building at the construction field (site), to accelerate the speed of application of shear wall and reduce worker's usage amount.The connecting structure of shear wall and girder steel realizes the connection of girder steel and assembled compound shear wall using connecting node component, can save the occupied space of connecting structure.
Description
Technical field
The utility model is related to a kind of assembled compound shear wall and its with girder steel, the connecting structure of floor, belong to building
Standard formula structural system field can be widely applied to high residential building, apartment, office building, the civil buildings such as hotel.
Background technology
Steel building enterprise is architectural industrialization, industrialized inevitable outcome.Country continuously issues a series of in the recent period
About architectural industrialization file (such as《The General Office of the State Council is about forwarding State Development and Reform Commission house town and country construction portion green building
The notice of action scheme》(Office of the State Council sends out (2013) No. 1),《" 13 " assembled architecture action scheme》(build section [2017] 77
Number),《The General Office of the State Council is about the instruction for greatly developing assembled architecture》(Office of the State Council sends out [2016] No. 71)《State affairs Institute Office
The public Room is about the opinion for promoting construction industry sustainable and healthy development》(Office of the State Council sends out [2017] No. 19) etc.), clearly propose development steel construction
Building guides national architectural industrialization.
The assembled high residential building structural system that building trade generally uses at present has cast-in-situ steel reinforced concrete shear wall, in advance
System assembly reinforced concrete shear wall, double-layer plate compound shear wall etc..The former two is both needed to live formwork, casting concrete；It needs
Equal concrete reach ability form removal after design strength, and the duration is longer；Live dust is more, big with water electricity consumption, and country-driven
The general orientation of green building is not very consistent.And precast concrete shear wall weight is big, transport, installation are more difficult；Clad steel board group
Combination shearing wall rolled steel dosage is big, and site welding amount is big, and cost is higher.
Utility model content
Technical problem to be solved in the utility model is：There is provided a kind of assembled compound shear wall and its with girder steel, building
The connecting structure of plate.
Above-mentioned technical problem is solved, technical solution is as follows used by the utility model：
A kind of assembled compound shear wall is equipped at least two edge members and several face wall bodies, per the one side wall
It is both connected between adjacent two edge members, it is characterised in that：The connection type of the edge member and wall is：Institute
It states edge member to be made of vertically extending steel pipe and the cast-in-place concrete being cast in the steel pipe tube chamber, and the steel pipe is used
It is provided with multiple through-holes in the joint face being connected with the wall, each through-hole vertically arranged for interval；The wall
Body is prefabricated reinforced concrete wall, and multigroup horizontal reinforcement of the reinforced concrete wall is reserved with steel bar end, described in each
The joint face that steel bar end is used to be connected with the edge member from the wall extend out to the concrete parts of the wall
Except；The joint face of the edge member is mutually close to the joint face of the wall, and two sides of the edge member with
The both sides metope of the wall is close to concordant, also, each through-hole of the edge member at least corresponds to the wall
A steel bar end, each steel bar end of the wall stretched into before the cast-in-place concrete pours by corresponding through-hole
Into the steel pipe tube chamber of the edge member so that each steel bar end is embedded in the cast-in-place concrete of the edge member.
As preferred embodiments of the present invention：The joint face of the wall reserves multiple edge cavitys, Ge Gesuo
It is corresponding with the quantity of each through-hole of the edge member and position to state edge cavity, and the two neighboring edge cavity it
Between be connected by groove so that can be by the edge member when cast-in-place concrete is poured into the steel pipe tube chamber
Each through-hole be flowed into corresponding edge cavity.
As preferred embodiments of the present invention：The steel pipe cross section "-" type of the edge member, L-type, T-type and
One kind in cross.
As preferred embodiments of the present invention：The steel pipe intracavitary of the edge member is equipped with several blocks of separation steel
The tube chamber of the steel pipe is divided into multiple vertically extending tube chambers by plate.
As preferred embodiments of the present invention：The assembled compound shear wall corresponds to each edge
Component is equipped with one group of vertical anchor bar, which stretches into corresponding edge component before the cast-in-place concrete pours
Steel pipe tube chamber in so that the vertical anchor bar is embedded in the cast-in-place concrete of corresponding edge component.
A kind of connecting structure of assembled compound shear wall and girder steel, it is characterised in that：The connecting structure by girder steel,
Connecting node component connects composition with above-mentioned assembled compound shear wall；
The connecting node component be welded to connect by node body, upper node steel plate, lower node steel plate and perpendicular rib steel plate and
At；Two pieces of junction steel plates that the node body extends by joint steel pipe and by the joint steel pipe are constituted, and the company
It connects and has poured node cast-in-place concrete in the tube chamber of steel pipe, wherein combined with the assembled cross section of the joint steel pipe
The steel pipe cross section of the edge member of shear wall is identical, extending direction of the two pieces of junction steel plates each parallel to the girder steel；
The upper node steel plate and lower node steel plate are vertically welded between two pieces of junction steel plates, the perpendicular rib steel plate vertical welding
It is connected between the upper node steel plate and lower node steel plate, and the upper node steel plate, lower node steel plate and perpendicular rib steel plate hang down
It is directly welded on the side of the joint steel pipe；Also, the joint steel pipe with the assembled compound shear wall for being connected
The joint face connect is provided with multiple node through-holes, each node through-hole vertically arranged for interval；
The wall of the assembled compound shear wall and edge member for being connected with the connecting node component it
Between there are the differences in height for being adapted to the connecting node component, and the wall also has multigroup horizontal reinforcement to be reserved with joint reinforcing bar
Head, each described joint reinforcing bar head is except the concrete parts that the joint face of the wall extend out to the wall；Institute
The joint face for stating joint steel pipe is mutually close to the joint face of the wall, and two sides of the joint steel pipe and the wall
Both sides metope close to concordant, the bottom surface of the joint steel pipe and the steel pipe top surface of the edge member are welded to connect, described
The node cast-in-place concrete of connecting node component and the cast-in-place concrete formed by integrally casting of the edge member, also, the connection
Each node through-hole of node component at least corresponds to a joint reinforcing bar head of the wall, the joint reinforcing bar of the wall
Head extend into the connection of the connecting node component before the node cast-in-place concrete pours by corresponding node through-hole
In steel pipe tube chamber so that each joint reinforcing bar head is embedded in the node cast-in-place concrete of the connecting node component；
The girder steel is H profile steel beam or steel beam with box shape, when the girder steel is H profile steel beam, the end face of the H profile steel beam and institute
The upper node steel plate end face, lower node steel plate end face and perpendicular rib steel plate end face for stating connecting node component are welded to connect, when the steel
When beam is steel beam with box shape, the upper node steel plate end face of the end face of the steel beam with box shape and the connecting node component, lower node steel plate
End face and two pieces of junction steel plate end faces are welded to connect.
As preferred embodiments of the present invention：The joint face of the wall reserves multiple node cavitys, Ge Gesuo
It is corresponding with the quantity of each node through-hole of the connecting node component and position to state node cavity, and the two neighboring section
It is connected by groove between point cavity so that the node cast-in-place concrete is poured into the connection steel of the connecting node component
It can be flowed into corresponding node cavity by each node through-hole of the connecting node component when in pipe tube chamber.
A kind of connecting structure of assembled compound shear wall and floor, it is characterised in that：The connecting structure is by floor
Composition is connected with above-mentioned assembled compound shear wall；The wall pre-embedded of the assembled compound shear wall, which has, is vertically pierced by its metope
Reserved plate muscle, and the metope of the wall is reserved with metope cavity；The floor is by floor bar and floor cast-in-place concrete
Composition, the floor bar of the floor and the reserved plate muscle of the assembled compound shear wall are welded to connect, the building of the floor
Plate cast-in-place concrete is flowed into when being poured in the metope cavity of the assembled compound shear wall.
Compared with prior art, the utility model has the advantages that：
First, the utility model realizes edge member by pouring the cast-in-place concrete in the steel pipe tube chamber of edge member
Connection between wall, the connecting structure is simple, reliable, can ensure the site operation quality of shear wall, also, can be abundant
Concrete (i.e. reinforced concrete wall, cast-in-place concrete) and steel construction (i.e. the steel pipe of edge member) the respective advantage of performance, i.e.,
The compressive property of concrete and steel construction it is easy for construction, it is ensured that assembled compound shear wall has good anti-side rigidity,
Relative to existing double-layer plate compound shear wall, the utility model can save 50% or more steel using amount, and can reduce
Concreting amount, the template amount of building of reduction at the construction field (site) of construction site, to accelerate the speed of application of shear wall and subtract
Few worker's usage amount.
In addition, the high residential building system of opposite pure steel structure, the utility model can significantly reduce horizontal displacement, ensure outer
The density of wall plate piecing, safety；Also, the reinforced concrete wall used due to the utility model is as wall, at wall
Fireproof coating can not be had to, and due to being perfused with cast-in-place concrete in edge member, it is possibility to have effect reduces fireproof coating dosage.
Second, the utility model reserves edge cavity by the joint face in wall so that cast-in-place concrete is poured into steel
It can be flowed into corresponding edge cavity by each through-hole of edge member when in pipe tube chamber, edge can be further enhanced
Bonding strength between component and wall.
Third, the utility model can extensions different from wall composition using the seldom edge member of steel pipe cross-sectional form
The assembled compound shear wall in direction, and the thickness used needed for the steel pipe of edge member is also seldom, therefore, the steel of edge member
Tubing type is seldom, advantageous prefabricated and use and factory's mass production so that assembled compound shear wall being capable of convenient root
It needs to choose suitable edge member and wall from limited type according to design, meets the industrialization of assembled compound shear wall
Requirement, can match with the requirement of building industrialization in industrial chain tissue, technical qualification, business accounting etc..
4th, the assembled compound shear wall of the utility model and the connecting structure of girder steel utilize connecting node component real
The connection of girder steel and assembled compound shear wall is showed, the connection reliability is high, is produced convenient for industrialized construction, also, connects
Node component can be concordant with the holding of the metope of assembled compound shear wall without protrusion, and the occupancy that can save connecting structure is empty
Between.
5th, the assembled compound shear wall of the utility model and the connecting structure of floor keep the floor of floor cast-in-place mixed
Solidifying soil is flowed into when being poured in the metope cavity of the assembled compound shear wall, can be improved floor and be combined with assembled
Bonding strength between shear wall.
Description of the drawings
The utility model is described in further detail in the following with reference to the drawings and specific embodiments：
Fig. 1 is the structural schematic diagram of the assembled compound shear wall of the utility model example one and the connecting structure of girder steel；
Fig. 2 is the sectional view of the assembled compound shear wall in Fig. 1；
Fig. 3 is the dimensional structure diagram of girder steel 4, connecting node component 5 and edge member 1 in Fig. 1；
Fig. 4 is the dimensional structure diagram of wall 2 in Fig. 1；
Fig. 5 is the sectional view of the assembled compound shear wall of the utility model example two；
Fig. 6 is the sectional view of the assembled compound shear wall of the utility model example three；
Fig. 7 is the sectional view of the assembled compound shear wall of the utility model example four；
Fig. 8 is the sectional view of the assembled compound shear wall of the utility model example five；
Fig. 9 is the sectional view of the assembled compound shear wall of the utility model example six；
Figure 10 is the sectional view of the assembled compound shear wall of the utility model example seven；
Figure 11 is the sectional view of the assembled compound shear wall of the utility model example eight；
Figure 12 is the sectional view of the assembled compound shear wall of the utility model example nine；
Figure 13 is the dimensional structure diagram that connecting node component 5 carries transparent effect in Fig. 1；
Figure 14 is the structural schematic diagram of the assembled compound shear wall of the utility model and the connecting structure of floor.
Specific implementation mode
As shown in Figures 1 to 4, disclosed by the utility model is a kind of assembled compound shear wall, is equipped at least two sides
Edge component 1 and several face wall bodies 2, the arrangement orientation of each edge member 1 determine according to the extending direction of shear wall in building, often
One face wall 2 is both connected between adjacent two edge members 1.The assembled compound shear wall should be able to be suitable for industrial metaplasia
The assembled high-level structure system of production, such as combined shear wall construction, steel frame-compound shear wall core wall structure, steel tube concrete
Soil-steel girder frame-compound shear wall Core Walls Structure etc..
The inventive concept of the utility model is：Edge member 1 and the connection type of wall 2 are：Edge member 1 is by vertically prolonging
The steel pipe 11 stretched and the cast-in-place concrete 12 being cast in 11 tube chamber of steel pipe constitutes, and steel pipe 11 is used to be connected with wall 2
Joint face 111 is provided with multiple through-hole 111a, each through-hole 111a vertically arranged for interval；Wall 2 is mixed for prefabricated reinforcing bar
Solidifying cob wall, and multigroup horizontal reinforcement of the reinforced concrete wall is reserved with steel bar end 21, each steel bar end 21 is used from wall 2
It is extend out to except the concrete parts of wall 2 in the joint face 22 being connected with edge member 1；The joint face 111 of edge member 1
It is close to 22 phase of joint face of wall 2, and the both sides metope 23 of two sides 112 of edge member 1 and wall 2 is close to flat
Together, also, each through-hole 111a of edge member 1 at least corresponds to a steel bar end 21 of wall 2, wall 2 each
Steel bar end 21 extend into 11 tube chamber of steel pipe of edge member 1 before cast-in-place concrete 12 pours by corresponding through-hole 111a
In so that each steel bar end 21 is embedded in the cast-in-place concrete 12 of edge member 1.
To which the utility model realizes side by pouring the cast-in-place concrete 12 in 11 tube chamber of steel pipe of edge member 1
Connection between edge component 1 and wall 2, the connecting structure is simple, reliable, can ensure the site operation quality of shear wall, and
And concrete (i.e. reinforced concrete wall, cast-in-place concrete 12) and steel construction (i.e. the steel pipe 11 of edge member 1) can be given full play to
Respective advantage, the i.e. compressive property of concrete and steel construction it is easy for construction, it is ensured that assembled compound shear wall have very
Good anti-side rigidity, relative to existing double-layer plate compound shear wall, the utility model can save 50% or more steel using amount,
And concreting amount at the construction field (site) can be reduced, reduce the template amount of building at the construction field (site), to accelerate shear wall
Speed of application simultaneously reduces worker's usage amount.
In addition, the high residential building system of opposite pure steel structure, the utility model can significantly reduce horizontal displacement, ensure outer
The density of wall plate piecing, safety；Also, since the reinforced concrete wall of the utility model use is as wall 2, wall 2
Place can not have to fireproof coating, and due to being perfused with cast-in-place concrete in edge member 1, it is possibility to have effect reduces fireproof coating and uses
Amount.
On the basis of foregoing invention is conceived, following preferred structure may be used in the utility model：
As preferred embodiments of the present invention：Referring to Fig. 3 and Fig. 4, the joint face 22 of wall 2 reserves multiple edges
Cavity 22a, each edge cavity 22a and the quantity of each through-hole 111a of edge member 1 and position are corresponding and two neighboring
It is connected by groove between edge cavity 22a so that cast-in-place concrete 12 can pass through side when being poured into 11 tube chamber of steel pipe
Each through-hole 111a of edge component 1 is flowed into corresponding edge cavity 22a.To, after the solidification of cast-in-place concrete 12, Neng Goujin
One step enhances the bonding strength between edge member 1 and wall 2.
As preferred embodiments of the present invention：11 cross section of steel pipe of edge member 1 can be but be not limited only to
"-" type, L-type, T-type and it is cross in one kind.Utilize the edge member 1 of these varying cross-sections, you can form with wall 2
The assembled compound shear wall of different extending directions, such as：Referring to Fig. 2, to utilize 1, T of edge member of a "-" type
The edge member 1 of type and a face wall 2 form the assembled compound shear wall of a face T-type, referring to Fig. 5, to utilize two words
The assembled compound shear wall of the edge member 1 of type and a face wall 2 composition one side "-" type, referring to Fig. 6, to utilize one one
The assembled compound shear wall of the edge member 1 of 1, L-type of edge member of font and a face wall 2 composition one side L-type, ginseng
Fig. 7 is seen, to form one side L-type using the edge member 1 of 1, L-type of edge member of two "-" types and two sides wall 2
Assembled compound shear wall, referring to Fig. 8, to form the assembly of one side c-type using the edge member 1 of two L-types and a face wall 2
Formula compound shear wall, referring to Fig. 9, to utilize the edge member 1 and three face wall bodies of 1, two L-type of edge member of two "-" types
The assembled compound shear wall of 2 composition one side c-types, referring to Figure 10, to utilize 1, two L-type of edge member of two "-" types
Edge member 1 and three face wall bodies 2 form the assembled compound shear wall of a face Z-shaped, referring to Figure 11, to utilize three "-" types
1, T-type of edge member edge member 1 and three face wall bodies 2 composition one side T fonts assembled compound shear wall, referring to
Figure 12, to form a face cross using 1, cross edge member 1 of edge member of four "-" types and four sides wall 2
The assembled compound shear wall of type.
Moreover, because the thickness used needed for the steel pipe 11 of edge member 1 is also seldom, and therefore, the steel pipe 11 of edge member 1
Type is seldom, advantageous prefabricated and use and factory's mass production so that assembled compound shear wall being capable of convenient basis
Design needs to choose suitable edge member 1 and wall 2 from limited type, meets the industrialization of assembled compound shear wall
Requirement, can match with the requirement of building industrialization in industrial chain tissue, technical qualification, business accounting etc..
As preferred embodiments of the present invention：Several blocks of separation steel are equipped in 11 tube chamber of steel pipe of edge member 1
The tube chamber of steel pipe 11 is divided into multiple vertically extending tube chambers by plate, to improve the intensity and bearing capacity of edge member 1；
And for the shorter "-" type edge member 1 of length, the single-lumen form for being not provided with separating steel plate can also be used.
As preferred embodiments of the present invention：Referring to Fig. 1, assembled compound shear wall corresponds to each edge structure
Part 1 is equipped with one group of vertical anchor bar 3, which stretches into corresponding edge component 1 before cast-in-place concrete 12 pours
11 tube chamber of steel pipe in so that the vertical anchor bar 3 is embedded in the cast-in-place concrete 12 of corresponding edge component 1.To utilize
The connection function of vertical anchor bar 3 and cast-in-place concrete 12, can further enhance the company between edge member 1 and wall 2
Intensity is connect, and further enhances the bearing capacity of edge member 1；And cast-in-place coagulation is passed through for some in assembled compound shear wall
Soil 12 can reach the position of required bonding strength, can also be not provided with vertical anchor bar 3.
As shown in Fig. 1, Fig. 3, Fig. 4 and Figure 13, the invention also discloses a kind of assembled compound shear wall and girder steels
Connecting structure, it is characterised in that：Connecting structure is assembled by girder steel 4, connecting node component 5 and claim 1 to 5 any one
Formula compound shear wall connection composition；
Connecting node component 5 is welded by node body 51, upper node steel plate 52, lower node steel plate 53 and perpendicular rib steel plate 54 to be connected
It connects；Two pieces of junction steel plates 512 that node body 51 extends by joint steel pipe 511 and by joint steel pipe 511 are constituted, and
Node cast-in-place concrete is poured in the tube chamber of joint steel pipe 511, wherein combined with assembled the cross section of joint steel pipe 511
11 cross section of steel pipe of the edge member 1 of shear wall is identical, extending direction of two pieces of junction steel plates 512 each parallel to girder steel 4；On
Node steel plate 52 and lower node steel plate 53 are vertically welded between two pieces of junction steel plates 512, and perpendicular rib steel plate 54 is vertically welded in
Between upper node steel plate 52 and lower node steel plate 53, and upper node steel plate 52, lower node steel plate 53 and perpendicular rib steel plate 54 are vertical
It is welded on the side of joint steel pipe 511；Also, the connection that joint steel pipe 511 is used to be connected with assembled compound shear wall
Face 5111 is provided with multiple node through-hole 5111a, each node through-hole 5111a vertically arranged for interval；
Between the wall 2 of assembled compound shear wall and the edge member 1 for being connected with connecting node component 5 there are
It is adapted to the difference in height of connecting node component 5, and wall 2 also has multigroup horizontal reinforcement to be reserved with joint reinforcing bar head 24, each
Joint reinforcing bar head 24 is extend out to from the joint face 22 of wall 2 except the concrete parts of wall 2；The connection of joint steel pipe 511
Face 5111 is close to 22 phase of joint face of wall 2, and the both sides metope 23 of two sides 5112 and wall 2 of joint steel pipe 511
Close to concordant, the bottom surface of joint steel pipe 511 is welded to connect with 11 top surface of steel pipe of edge member 1, the section of connecting node component 5
12 formed by integrally casting of cast-in-place concrete of point cast-in-place concrete and edge member 1, also, each node of connecting node component 5
Through-hole 5111a at least corresponds to a joint reinforcing bar head 24 of wall 2, and the joint reinforcing bar head 24 of wall 2 is cast-in-place mixed in node
Solidifying soil is extend by corresponding node through-hole 5111a in 511 tube chamber of joint steel pipe of connecting node component 5 before pouring so that
Each joint reinforcing bar head 24 is embedded in the node cast-in-place concrete of connecting node component 5；
Girder steel 4 is H profile steel beam or steel beam with box shape, when girder steel 4 is H profile steel beam, the end face of the H profile steel beam and connecting node
Upper 52 end face of node steel plate, 53 end face of lower node steel plate and perpendicular 54 end face of rib steel plate of component 5 are welded to connect, when girder steel 4 is case
When section steel beam, the end face of the steel beam with box shape and upper 52 end face of node steel plate of connecting node component 5,53 end face of lower node steel plate and
Two pieces of 512 end faces of junction steel plate are welded to connect, and the other end of girder steel 4 can be with connection combination shear wall, steel column, concrete filled steel tube
Column etc..
To which the assembled compound shear wall of the utility model and the connecting structure of girder steel are real using connecting node component 5
The connection of girder steel 4 and assembled compound shear wall is showed, the connection reliability is high, is produced convenient for industrialized construction, also, connects
Node component 5 can be concordant with the holding of the metope of assembled compound shear wall without protrusion, can save the occupancy of connecting structure
Space.
As preferred embodiments of the present invention：Referring to Fig. 3 and Fig. 4, the joint face 22 of above-mentioned wall 2 is reserved multiple
Node cavity 22b, each node cavity 22b are opposite with the quantity of each node through-hole 5111a of connecting node component 5 and position
It answers, and is connected by groove between two neighboring node cavity 22b so that node cast-in-place concrete is poured into connecting node structure
It can be flowed by each node through-hole 5111a of connecting node component 5 when in 511 tube chamber of joint steel pipe of part 5 corresponding
Node cavity 22b.To, after node cast-in-place concrete solidification, can further enhance connecting node component 5 and wall 2 it
Between bonding strength.
The sequence of construction of the assembled compound shear wall of the utility model and the connecting structure of girder steel is as follows：
Step 1: in factory, prefabricated edge member 1, wall 2 and connecting node component 5；
Step 2: in factory, connection edge member 1 and connecting node component 5；
Step 3: by the component conveying being prefabricated in the factory to construction site；
Step 4: at the construction field (site), wall 2 being installed and is fixed；
Step 5: at the construction field (site), installation and welding edge component 1；
Step 6: at the construction field (site), placing vertical anchor bar 3；
Step 7: pouring the cast-in-place concrete 12 of the node cast-in-place concrete and edge member 1 of connecting node component 5；
Step 8: installation girder steel 4.
As shown in figure 14, the invention also discloses a kind of connecting structure of assembled compound shear wall and floor,
It is characterized in that：Connecting structure is connected with claim 1 to 5 any one assembled compound shear wall by floor 6 and is formed；Assembled
The wall 2 of compound shear wall is embedded with the reserved plate muscle 25 for being vertically pierced by its metope 23, and the metope 23 of wall 2 is reserved with metope
Cavity 23a；Floor 6 is made of floor bar 61 and floor cast-in-place concrete 62, and the floor bar 61 of floor 6 is combined with assembled
The reserved plate muscle 25 of shear wall is welded to connect, and the floor cast-in-place concrete 62 of floor 6 flows into assembled combination when being poured
In the metope cavity 23a of shear wall.To improve the bonding strength between floor 6 and assembled compound shear wall.
The utility model is not limited to above-mentioned specific implementation mode, according to the above, according to the ordinary skill of this field
Knowledge and customary means, under the premise of not departing from the utility model above-mentioned basic fundamental thought, the utility model can also be made
Equivalent modifications, replacement or the change of other diversified forms are all fallen among the scope of protection of the utility model.
Claims (8)
1. a kind of assembled compound shear wall, equipped at least two edge members (1) and several face wall bodies (2), described in every one side
Wall (2) is both connected between adjacent two edge members (1), it is characterised in that：The edge member (1) and wall
(2) connection type is：The edge member (1) is by vertically extending steel pipe (11) and is cast in the steel pipe (11) tube chamber
Cast-in-place concrete (12) constitute, and the steel pipe (11) be used for the joint face (111) that is connected with the wall (2) be provided with it is more
A through-hole (111a), each through-hole (111a) vertically arranged for interval；The wall (2) is prefabricated reinforced concrete
Cob wall, and multigroup horizontal reinforcement of the reinforced concrete wall is reserved with steel bar end (21), each described steel bar end (21) from
The joint face (22) that the wall (2) is used to be connected with the edge member (1) extend out to the concrete section of the wall (2)
/ outer；The joint face (111) of the edge member (1) is mutually close to the joint face (22) of the wall (2), and the edge
Two sides (112) of component (1) and the both sides metope (23) of the wall (2) are close to concordant, also, the edge member
(1) each through-hole (111a) at least corresponds to a steel bar end (21) of the wall (2), the wall (2) it is each
A steel bar end (21) extend into the edge structure before the cast-in-place concrete (12) pours by corresponding through-hole (111a)
In steel pipe (11) tube chamber of part (1) so that each steel bar end (21) is embedded in the cast-in-place concrete of the edge member (1)
(12) in.
2. assembled compound shear wall according to claim 1, it is characterised in that：The joint face (22) of the wall (2)
Reserve multiple edge cavitys (22a), each through-hole (111a) of each the edge cavity (22a) and the edge member (1)
Quantity and position it is corresponding, and be connected by groove between the two neighboring edge cavity (22a) so that described cast-in-place
Concrete (12) can be flowed when being poured into the steel pipe (11) tube chamber by each through-hole (111a) of the edge member (1)
Enter to corresponding edge cavity (22a).
3. assembled compound shear wall according to claim 1 or 2, it is characterised in that：The steel pipe of the edge member (1)
(11) cross section "-" type, L-type, T-type and it is cross in one kind.
4. assembled compound shear wall according to claim 3, it is characterised in that：The steel pipe of the edge member (1)
(11) it is equipped with several blocks of separation steel plates in tube chamber, the tube chamber of the steel pipe (11) is divided into multiple vertically extending tube chambers.
5. assembled compound shear wall according to claim 1 or 2, it is characterised in that：The assembled combined shear
Wall corresponds to each edge member (1) and is equipped with one group of vertical anchor bar (3), and the vertical anchor bar (3) is described existing
Pouring concrete (12) is stretched into before pouring in steel pipe (11) tube chamber of corresponding edge component (1) so that the vertical anchor bar (3) is buried
In the cast-in-place concrete (12) of corresponding edge component (1).
6. a kind of connecting structure of assembled compound shear wall and girder steel, it is characterised in that：The connecting structure is by girder steel
(4), connecting node component (5) connects composition with assembled compound shear wall described in claim 1 to 5 any one；
The connecting node component (5) is by node body (51), upper node steel plate (52), lower node steel plate (53) and perpendicular rib steel plate
(54) it is made of welded connection；The node body (51) is extended by joint steel pipe (511) and by the joint steel pipe (511)
Two pieces of junction steel plates (512) constitute, and poured node cast-in-place concrete in the tube chamber of the joint steel pipe (511), wherein
Steel pipe (11) cross section of the cross section of the joint steel pipe (511) and the edge member (1) of the assembled compound shear wall
It is identical, extending direction of the two pieces of junction steel plates (512) each parallel to the girder steel (4)；The upper node steel plate (52) and
Lower node steel plate (53) is vertically welded between two pieces of junction steel plates (512), perpendicular rib steel plate (54) vertical welding
Between the upper node steel plate (52) and lower node steel plate (53), and the upper node steel plate (52), lower node steel plate (53)
It is vertically welded on the side of the joint steel pipe (511) with perpendicular rib steel plate (54)；Also, the joint steel pipe (511) is used
Multiple node through-holes (5111a) are provided in the joint face (5111) being connected with the assembled compound shear wall, it is each described
Node through-hole (5111a) vertically arranged for interval；
The wall (2) of the assembled compound shear wall and the edge member for being used to be connected with the connecting node component (5)
(1) there are the differences in height for being adapted to the connecting node component (5) between, and the wall (2) also has multigroup horizontal reinforcement pre-
There are joint reinforcing bar head (24), each described joint reinforcing bar head (24) extend out to from the joint face of the wall (2) (22)
Except the concrete parts of the wall (2)；The company of the joint face (5111) and the wall (2) of the joint steel pipe (511)
Junction (22) is mutually close to, and the both sides metope (23) of two sides (5112) and the wall (2) of the joint steel pipe (511)
Close to concordant, the bottom surface of the joint steel pipe (511) is welded to connect with steel pipe (11) top surface of the edge member (1), institute
The node cast-in-place concrete of connecting node component (5) and cast-in-place concrete (12) formed by integrally casting of the edge member (1) are stated, and
And each node through-hole (5111a) of the connecting node component (5) at least corresponds to a node of the wall (2)
Steel bar end (24), the joint reinforcing bar head (24) of the wall (2) is before the node cast-in-place concrete pours by corresponding
Node through-hole (5111a) is extend into joint steel pipe (511) tube chamber of the connecting node component (5) so that each section
Point steel bar end (24) is embedded in the node cast-in-place concrete of the connecting node component (5)；
The girder steel (4) be H profile steel beam or steel beam with box shape, when the girder steel (4) be H profile steel beam when, the end face of the H profile steel beam with
Upper node steel plate (52) end face, lower node steel plate (53) end face and perpendicular rib steel plate (54) end face of the connecting node component (5)
It is welded to connect, when the girder steel (4) is steel beam with box shape, the end face of the steel beam with box shape is upper with the connecting node component (5)
Node steel plate (52) end face, lower node steel plate (53) end face and two pieces of junction steel plate (512) end faces are welded to connect.
7. the connecting structure of assembled compound shear wall and girder steel according to claim 6, it is characterised in that：The wall
(2) joint face (22) reserves multiple node cavitys (22b), each node cavity (22b) and the connecting node component
(5) quantity of each node through-hole (5111a) and position are corresponding, and lead between the two neighboring node cavity (22b)
It crosses groove to be connected so that the node cast-in-place concrete is poured into joint steel pipe (511) pipe of the connecting node component (5)
Corresponding node cavity can be flowed by each node through-hole (5111a) of the connecting node component (5) when in chamber
(22b)。
8. a kind of connecting structure of assembled compound shear wall and floor, it is characterised in that：The connecting structure is by floor (6)
Composition is connected with assembled compound shear wall described in claim 1 to 5 any one；The wall of the assembled compound shear wall
(2) it is embedded with the reserved plate muscle (25) for being vertically pierced by its metope (23), and to be reserved with metope recessed for the metope (23) of the wall (2)
Chamber (23a)；The floor (6) is made of floor bar (61) and floor cast-in-place concrete (62), the floor steel of the floor (6)
Muscle (61) and the reserved plate muscle (25) of the assembled compound shear wall are welded to connect, the cast-in-place coagulation of floor of the floor (6)
Native (62) are flowed into when being poured in the metope cavity (23a) of the assembled compound shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820168261.8U CN208088563U (en) | 2018-01-31 | 2018-01-31 | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820168261.8U CN208088563U (en) | 2018-01-31 | 2018-01-31 | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088563U true CN208088563U (en) | 2018-11-13 |
Family
ID=64062936
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820168261.8U Withdrawn - After Issue CN208088563U (en) | 2018-01-31 | 2018-01-31 | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor |
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| Country | Link |
|---|---|
| CN (1) | CN208088563U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193800A (en) * | 2018-01-31 | 2018-06-22 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor |
| CN113494144A (en) * | 2020-04-02 | 2021-10-12 | 广东博智林机器人有限公司 | Assembled shear wall and connecting method thereof |
-
2018
- 2018-01-31 CN CN201820168261.8U patent/CN208088563U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193800A (en) * | 2018-01-31 | 2018-06-22 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor |
| CN108193800B (en) * | 2018-01-31 | 2023-11-10 | 广东省建筑科学研究院集团股份有限公司 | Assembled composite shear wall and connection structure thereof with steel beam and floor slab |
| CN113494144A (en) * | 2020-04-02 | 2021-10-12 | 广东博智林机器人有限公司 | Assembled shear wall and connecting method thereof |
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