CN108193800A - 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
- Publication number
- CN108193800A CN108193800A CN201810097273.0A CN201810097273A CN108193800A CN 108193800 A CN108193800 A CN 108193800A CN 201810097273 A CN201810097273 A CN 201810097273A CN 108193800 A CN108193800 A CN 108193800A
- Authority
- CN
- China
- Prior art keywords
- wall
- steel
- node
- shear wall
- steel pipe
- Prior art date
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 231
- 239000010959 steel Substances 0.000 title claims abstract description 231
- 150000001875 compounds Chemical class 0.000 title claims abstract description 85
- 239000004567 concrete Substances 0.000 claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 11
- 239000011150 reinforced concrete Substances 0.000 claims description 11
- 210000003205 muscle Anatomy 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 6
- 208000002925 dental caries Diseases 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 25
- 238000010586 diagram Methods 0.000 description 5
- 239000011248 coating agent Substances 0.000 description 4
- 238000000576 coating method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 210000003195 fascia Anatomy 0.000 description 2
- 238000012797 qualification Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 210000001519 tissue Anatomy 0.000 description 2
- 239000000428 dust Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
The invention 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 present invention can save more than 50% 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 present invention relates to a kind of assembled compound shear wall and its with girder steel, the connecting structure of floor, belong to building structure
Fabricated construction system field, can be widely applied to the civil buildings such as high residential building, apartment, office building, hotel.
Background technology
Steel building enterprise is architectural industrialization, industrialized inevitable outcome.
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 assembling reinforced concrete shear wall, double-layer plate compound shear wall etc..The former two is both needed to live formwork, casting concrete；It needs
Concrete is waited to reach ability form removal after design strength, 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；Double-layer plate group
Combination shearing wall rolled steel dosage is big, and site welding amount is big, and cost is higher.
Invention content
The technical problems to be solved by the invention are：There is provided a kind of assembled compound shear wall and its with girder steel, floor
Connecting structure.
Above-mentioned technical problem is solved, the technical solution adopted in the present invention is as follows：
A kind of assembled compound shear wall, 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 mode 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
Multiple through-holes are provided 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 the preferred embodiment of the present invention：The joint face of the wall reserves multiple edge cavitys, each side
Emargination chamber is corresponding with the quantity of each through-hole of the edge member and position, and leads between the two neighboring edge cavity
It crosses groove to be connected so that can be by each of the edge member when cast-in-place concrete is poured into the steel pipe tube chamber
A through-hole is flowed into corresponding edge cavity.
As the preferred embodiment of the present invention：Steel pipe cross section "-" type, L-type, the T types and ten of the edge member
One kind in font.
As the preferred embodiment of the present invention：The steel pipe intracavitary of the edge member is equipped with several blocks of separation steel plates,
The tube chamber of the steel pipe is divided into multiple vertically extending tube chambers.
As the preferred embodiment of the present invention：The assembled compound shear wall corresponds to each edge member
Equipped with one group of vertical anchor bar, which stretches into the steel of corresponding edge component before the cast-in-place concrete pours
In pipe tube chamber 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
Into；The node body is formed, and the company by joint steel pipe and by two pieces of junction steel plates that the joint steel pipe extends
It connects and node cast-in-place concrete has been poured in the tube chamber of steel pipe, wherein, the cross section of the joint steel pipe is combined with the assembled
The steel pipe cross section of the edge member of shear wall is identical, and two pieces of junction steel plates are each parallel to the extending direction of 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 is used to be connected with the assembled compound shear wall
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 for the edge member that is connected with the connecting node component it
Between there are the difference 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 are extend out to from the joint face of the wall except the concrete parts of 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 the preferred embodiment of the present invention：The joint face of the wall reserves multiple node cavitys, each section
Point cavity is corresponding with the quantity of each node through-hole of the connecting node component and position, and the two neighboring node is recessed
It is connected between chamber by groove so that the node cast-in-place concrete is poured into the joint steel pipe pipe of the connecting node component
Can corresponding node cavity be flowed by each node through-hole of the connecting node component when in 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
Preformed 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 preformed 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 invention has the advantages that：
First, the present invention realizes edge member and wall by pouring the cast-in-place concrete in the steel pipe tube chamber of edge member
Connection between body, the connecting structure is simple, reliable, can ensure the site operation quality of shear wall, also, can give full play to
Concrete (i.e. reinforced concrete wall, cast-in-place concrete) and steel construction (i.e. the steel pipe of edge member) respective advantage, i.e. coagulation
Soil compressive property and steel construction it is easy for construction, it is ensured that assembled compound shear wall have good anti-side rigidity, relatively
In existing double-layer plate compound shear wall, the present invention can save more than 50% steel using amount, and can reduce at the construction field (site)
Concreting amount, reduce the template amount of building at the construction field (site), made with accelerating the speed of application of shear wall and reducing worker
Dosage.
In addition, the high residential building system of opposite pure steel structure, the present invention can significantly reduce horizontal displacement, ensure Side fascia
The density of piece, safety；Also, since the reinforced concrete wall that uses of the present invention is as wall, can not have to prevent at wall
Fiery coating, 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 present invention in the joint face of wall by reserving edge cavity so that cast-in-place concrete is poured into steel pipe
It can be flowed into corresponding edge cavity by each through-hole of edge member when in chamber, edge member can be further enhanced
Bonding strength between wall.
Third, the present invention can be from the different extending directions of wall composition using the seldom edge member of steel pipe cross-sectional form
Assembled compound shear wall, and edge member steel pipe needed for use thickness it is also seldom, therefore, the steel pipe class of edge member
Type is seldom, advantageous prefabricated and use and factory's mass production so that assembled compound shear wall can easily basis be set
Meter need suitable edge member and wall are chosen from limited type, meet assembled compound shear wall it is industrialized will
It asks, can match in industrial chain tissue, technical qualification, business accounting etc. with the requirement of building industrialization.
4th, the connecting structure of assembled compound shear wall of the invention and girder steel is realized using connecting node component
The connection of girder steel and assembled compound shear wall, the connection reliability is high, is produced, also, connecting node convenient for industrialized construction
Component can be concordant with the holding of the metope of assembled compound shear wall without protrusion, can save the occupied space of connecting structure.
5th, the connecting structure of assembled compound shear wall of the invention and floor makes the floor cast-in-place concrete of floor
It is flowed into when being poured in the metope cavity of the assembled compound shear wall, floor and assembled combined shear can be improved
Bonding strength between wall.
Description of the drawings
The present invention is described in further detail in the following with reference to the drawings and specific embodiments：
Fig. 1 is the structure diagram of the assembled compound shear wall of example one of the present invention 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 example two of the present invention；
Fig. 6 is the sectional view of the assembled compound shear wall of example three of the present invention；
Fig. 7 is the sectional view of the assembled compound shear wall of example four of the present invention；
Fig. 8 is the sectional view of the assembled compound shear wall of example five of the present invention；
Fig. 9 is the sectional view of the assembled compound shear wall of example six of the present invention；
Figure 10 is the sectional view of the assembled compound shear wall of example seven of the present invention；
Figure 11 is the sectional view of the assembled compound shear wall of example eight of the present invention；
Figure 12 is the sectional view of the assembled compound shear wall of example nine of the present invention；
Figure 13 is the dimensional structure diagram that connecting node component 5 carries transparent effect in Fig. 1；
Figure 14 is the structure diagram of the assembled compound shear wall of the present invention and the connecting structure of floor.
Specific embodiment
As shown in Figures 1 to 4, disclosed by the invention is a kind of assembled compound shear wall, equipped at least two edge structures
Part 1 and several face wall bodies 2, the arrangement orientation of each edge member 1 are determined according to the extending direction of shear wall in building, per one side
Wall 2 is both connected between adjacent two edge members 1.The assembled compound shear wall should be able to be suitable for industrialized production
Assembled high-level structure system, such as combined shear wall construction, steel frame-compound shear wall core wall structure, concrete filled steel tube-steel
Beam frame-compound shear wall Core Walls Structure etc..
The present invention inventive concept be：Edge member 1 and the connection mode of wall 2 are：Edge member 1 is by vertically extending
Steel pipe 11 and the cast-in-place concrete 12 being cast in 11 tube chamber of steel pipe are formed, and steel pipe 11 is used for the connection being connected with wall 2
Face 111 is provided with multiple through-hole 111a, each through-hole 111a vertically arranged for interval；Wall 2 is prefabricated armored concrete
Wall, and multigroup horizontal reinforcement of the reinforced concrete wall is reserved with steel bar end 21, each steel bar end 21 from wall 2 be used for
The joint face 22 that edge member 1 is connected is extend out to except the concrete parts of wall 2；The joint face 111 of edge member 1 with
22 phase of joint face of wall 2 is close to, and two sides 112 of edge member 1 and the both sides metope 23 of wall 2 be close to concordant,
Also, each through-hole 111a of edge member 1 at least corresponds to a steel bar end 21 of wall 2, each steel of wall 2
Muscle head 21 is extend by corresponding through-hole 111a in 11 tube chamber of steel pipe of edge member 1 before cast-in-place concrete 12 pours,
So that each steel bar end 21 is embedded in the cast-in-place concrete 12 of edge member 1.
So as to which the present invention realizes edge structure by pouring the cast-in-place concrete 12 in 11 tube chamber of steel pipe of edge member 1
Connection between part 1 and wall 2, the connecting structure is simple, reliable, can ensure the site operation quality of shear wall, also, can
It gives full play to concrete (i.e. reinforced concrete wall, cast-in-place concrete 12) and steel construction (i.e. the steel pipe 11 of edge member 1) is respective
Advantage, i.e., the compressive property of concrete and steel construction 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 present invention can save more than 50% steel using amount, and can subtract
Few concreting amount, the template amount of building of reduction at the construction field (site) at the construction field (site), to accelerate the speed of application of shear wall
And reduce worker's usage amount.
In addition, the high residential building system of opposite pure steel structure, the present invention can significantly reduce horizontal displacement, ensure Side fascia
The density of piece, safety；Also, since the reinforced concrete wall that uses of the present invention is as wall 2, can not have at wall 2
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 dosage.
On the basis of foregoing invention design, following preferred structure may be used in the present invention：
As the preferred embodiment of the present invention：Referring to Fig. 3 and Fig. 4, the joint face 22 of wall 2 reserves multiple edge cavitys
22a, each edge cavity 22a are corresponding with the quantity of each through-hole 111a of edge member 1 and position, and two neighboring edge
It is connected between cavity 22a by groove so that can be by edge structure when cast-in-place concrete 12 is poured into 11 tube chamber of steel pipe
Each through-hole 111a of part 1 is flowed into corresponding edge cavity 22a.Thus after the solidification of cast-in-place concrete 12, it can be further
Enhance the bonding strength between edge member 1 and wall 2.
As the preferred embodiment of the present invention：11 cross section of steel pipe of edge member 1 can be but be not limited only to a word
Type, L-type, it is T-shaped and cross in one kind.Utilize the edge member 1 of these varying cross-sections, you can form difference with wall 2
The assembled compound shear wall of extending direction, such as：Referring to Fig. 2, T-shaped for the edge member 1, one using a "-" type
The T-shaped assembled compound shear wall of 1 and one face wall 2 of edge member composition one side, referring to Fig. 5, for two "-" types of utilization
1 and one face wall 2 of edge member forms the assembled compound shear wall of one side "-" type, referring to Fig. 6, to utilize a "-" type
1, L-type of edge member 1 and one face wall 2 of edge member composition one side L-type assembled compound shear wall, referring to figure
7, edge member 1 and two sides wall 2 for 1, L-type of edge member using two "-" types form the assembling of one side L-type
Formula compound shear wall, referring to Fig. 8, to form the assembled group of one side c-type using the 1 and one face wall 2 of edge member of two L-types
Combination shearing wall, referring to Fig. 9,2 groups of the 1 and three face wall body of edge member for 1, two L-type of edge member using two "-" types
Into the assembled compound shear wall of one side c-type, referring to Figure 10, the side for 1, two L-type of edge member using two "-" types
1 and three face wall body 2 of edge component forms the assembled compound shear wall of a face Z-shaped, referring to Figure 11, for three "-" types of utilization
The assembled compound shear wall of 1,1 and three face wall body 2 of T-shaped edge member composition one side T font of edge member, referring to figure
12, for 1, cross edge member 1 of edge member and the one face cross of composition of four sides wall 2 using four "-" types
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 of edge member 1
11 types are 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 1 and wall 2 from limited type according to design, meets assembled compound shear wall work
The requirement of industry, can be with the requirement phase of building industrialization in industrial chain tissue, technical qualification, business accounting etc.
Match.
As the preferred embodiment of the present invention：Several blocks of separation steel plates are equipped in 11 tube chamber of steel pipe of edge member 1, with
The tube chamber of steel pipe 11 is divided into multiple vertically extending tube chambers, so as to the intensity and bearing capacity of raising edge member 1；It is and right
In 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 the preferred embodiment of the present invention：Referring to Fig. 1, assembled compound shear wall corresponds to each edge member 1
Equipped with one group of vertical anchor bar 3, which stretches into corresponding edge component 1 before cast-in-place concrete 12 pours
In 11 tube chamber of steel pipe so that the vertical anchor bar 3 is embedded in the cast-in-place concrete 12 of corresponding edge component 1.So as to utilize
Vertical anchor bar 3 and the connection function of 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 some in assembled compound shear wall are passed through cast-in-place mixed
Solidifying 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 the companies of a kind of assembled compound shear wall and girder steel
Connect construction, it is characterised in that：Connecting structure is by girder steel 4, connecting node component 5 and claim 1 to 5 any one assembled
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
It is formed by connecting；Node body 51 is formed by joint steel pipe 511 and by two pieces of junction steel plates 512 that joint steel pipe 511 extends,
And node cast-in-place concrete has been poured in the tube chamber of joint steel pipe 511, wherein, cross section and the assembled group of joint steel pipe 511
11 cross section of steel pipe of the edge member 1 of combination shearing wall is identical, and two pieces of junction steel plates 512 are each parallel to the extending direction of girder steel 4；
Upper node steel plate 52 and lower node steel plate 53 are vertically welded between two pieces of junction steel plates 512, erect 54 vertical welding of rib steel plate
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 hang down
Directly it is welded on the side of joint steel pipe 511；Also, joint steel pipe 511 is used for the company being connected with assembled compound shear wall
Junction 5111 is provided with multiple node through-hole 5111a, each node through-hole 5111a vertically arranged for interval；
The wall 2 of assembled compound shear wall and for being stayed between the edge member 1 that is connected with connecting node component 5
There is the difference in height for being adapted to connecting node component 5, and wall 2 also has multigroup horizontal reinforcement to be reserved with joint reinforcing bar head 24, it is each
A 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 company of joint steel pipe 511
Junction 5111 is close to 22 phase of joint face of wall 2, and two sides 5112 of joint steel pipe 511 and the both sides metope of wall 2
23 close to concordant, and the bottom surface of joint steel pipe 511 is welded to connect with 11 top surface of steel pipe of edge member 1, connecting node component 5
Node cast-in-place concrete and edge member 1 12 formed by integrally casting of cast-in-place concrete, also, each of connecting node component 5
Node 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 shows in node
Pouring concrete 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
During section steel beam, the end face of the steel beam with box shape and upper 52 end face of node steel plate, 53 end face of lower node steel plate of connecting node component 5
It is welded to connect with two pieces of 512 end faces of junction steel plate, and the other end of girder steel 4 can be with connection combination shear wall, steel column, steel tube concrete
Earth pillar etc..
So as to which the connecting structure of assembled compound shear wall of the invention and girder steel is realized using connecting node component 5
The connection of girder steel 4 and assembled compound shear wall, the connection reliability is high, is produced convenient for industrialized construction, also, connect section
Point component 5 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.
As the preferred embodiment of the present invention：Referring to Fig. 3 and Fig. 4, the joint face 22 of above-mentioned wall 2 reserves multiple nodes
Cavity 22b, each node cavity 22b are corresponding with the quantity of each node through-hole 5111a of connecting node component 5 and position,
And it is connected between two neighboring node cavity 22b by groove so that node cast-in-place concrete is poured into connecting node component 5
511 tube chamber of joint steel pipe in when can corresponding node be flowed by each node through-hole 5111a of connecting node component 5
Cavity 22b.So as to after node cast-in-place concrete solidification, further enhance between connecting node component 5 and wall 2
Bonding strength.
The sequence of construction of the assembled compound shear wall of the present invention 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 is installed into fixation；
Step 5: at the construction field (site), installation and welding edge component 1；
Step 6: at the construction field (site), place vertical anchor bar 3；
Step 7: pour the node cast-in-place concrete of connecting node component 5 and the cast-in-place concrete 12 of edge member 1；
Step 8: installation girder steel 4.
As shown in figure 14, the invention also discloses a kind of assembled compound shear wall and the connecting structure of floor, features
It is：Connecting structure is connected with claim 1 to 5 any one assembled compound shear wall by floor 6 and formed；Assembled combines
The wall 2 of shear wall is embedded with the preformed 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, floor bar 61 and the assembled combined shear of floor 6
The preformed plate muscle 25 of wall is welded to connect, and the floor cast-in-place concrete 62 of floor 6 flows into assembled combined shear when being poured
In the metope cavity 23a of wall.So as to improve the bonding strength between floor 6 and assembled compound shear wall.
The present invention is not limited to above-mentioned specific embodiment, according to the above, according to the ordinary technical knowledge of this field
And customary means, under the premise of the above-mentioned basic fundamental thought of the present invention is not departed from, the present invention can also make other diversified forms
Equivalent modifications, replacement or change, all fall among protection scope of the present invention.
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 mode 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) form, and the steel pipe (11) be provided with for the joint face (111) that is connected with the wall (2) 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 wall (2) extend out to the concrete section of the wall (2) for the joint face (22) that is connected with the edge member (1)
/ outer；The joint face (111) of the edge member (1) is mutually close to, and the edge with the joint face (22) of the wall (2)
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 edge cavity (22a) and each through-hole (111a) of the edge member (1)
Quantity and position it is corresponding, and be connected between the two neighboring edge cavity (22a) by groove 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, it is T-shaped and 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) several blocks of separation steel plates are equipped 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) 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) form, and poured node cast-in-place concrete in the tube chamber of the joint steel pipe (511), wherein,
The cross section of the joint steel pipe (511) and steel pipe (11) cross section of the edge member (1) of the assembled compound shear wall
Identical, two pieces of junction steel plates (512) are each parallel to the extending direction of 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
On described between 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 connected with the connecting node component (5)
(1) there are the difference 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 joint face (5111) of the joint steel pipe (511) and the company of the wall (2)
Junction (22) is mutually close to, and two sides (5112) of the joint steel pipe (511) and the both sides metope (23) of the wall (2)
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)
Can corresponding node cavity 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 preformed 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 preformed 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 |
|---|---|---|---|
| CN201810097273.0A CN108193800B (en) | 2018-01-31 | 2018-01-31 | Assembled composite shear wall and connection structure thereof with steel beam and floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810097273.0A CN108193800B (en) | 2018-01-31 | 2018-01-31 | Assembled composite shear wall and connection structure thereof with steel beam and floor slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108193800A true CN108193800A (en) | 2018-06-22 |
| CN108193800B CN108193800B (en) | 2023-11-10 |
Family
ID=62592133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810097273.0A Active CN108193800B (en) | 2018-01-31 | 2018-01-31 | Assembled composite shear wall and connection structure thereof with steel beam and floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108193800B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323152A (en) * | 2021-04-30 | 2021-08-31 | 广东省建筑设计研究院有限公司 | Drum-shaped combined steel box node, arch frame node structure and construction method thereof |
| CN114059687A (en) * | 2021-12-28 | 2022-02-18 | 重庆大学 | Assembled steel concrete combined shear wall and construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727467A (en) * | 2015-03-23 | 2015-06-24 | 河北联合大学 | Assembly type concrete filled steel tube shear wall splitting and assembling connection structure and assembling connection method |
| CN206916998U (en) * | 2017-07-10 | 2018-01-23 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
| CN208088563U (en) * | 2018-01-31 | 2018-11-13 | 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 |
-
2018
- 2018-01-31 CN CN201810097273.0A patent/CN108193800B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727467A (en) * | 2015-03-23 | 2015-06-24 | 河北联合大学 | Assembly type concrete filled steel tube shear wall splitting and assembling connection structure and assembling connection method |
| CN206916998U (en) * | 2017-07-10 | 2018-01-23 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
| CN208088563U (en) * | 2018-01-31 | 2018-11-13 | 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323152A (en) * | 2021-04-30 | 2021-08-31 | 广东省建筑设计研究院有限公司 | Drum-shaped combined steel box node, arch frame node structure and construction method thereof |
| CN114059687A (en) * | 2021-12-28 | 2022-02-18 | 重庆大学 | Assembled steel concrete combined shear wall and construction method |
| CN114059687B (en) * | 2021-12-28 | 2023-02-03 | 重庆大学 | Assembled steel concrete combined shear wall and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108193800B (en) | 2023-11-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20160340855A1 (en) | Modular construction mold apparatus and method for constructing concrete buildings and structures | |
| CN202865991U (en) | Assembled monolithic shear wall building structure | |
| CN102808450A (en) | Assembled monolithic shear wall building structure and construction method thereof | |
| CN205712470U (en) | A kind of assembling frame-core wall structure system using full Baogang primary structure member | |
| WO2012096639A1 (en) | Modular construction mold apparatus and method for constructing concrete buildings and structures | |
| CN205242617U (en) | Novel steel pipe concrete coincide post - concrete beam connected node | |
| CN110939212A (en) | Connecting structure and construction method of assembled shear wall structure | |
| CN111502080A (en) | Steel-concrete composite structure frame-cast-in-place concrete shear wall structure system | |
| CN105756189A (en) | Assembly type frame-core tube structural system adopting all-steel-encased stress component | |
| CN208088563U (en) | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor | |
| CN108193800A (en) | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor | |
| CN110439291A (en) | A kind of assembled production and construction method suitable for low-rise building | |
| CN212534652U (en) | Steel-concrete composite structure frame-cast-in-place concrete shear wall structure system | |
| CN206737200U (en) | A kind of assembled arthitecutral structure system | |
| CN208293823U (en) | A kind of connecting node component for be linked and packed formula compound shear wall and girder steel | |
| CN106760059A (en) | A kind of assembled arthitecutral structure system | |
| CN217517862U (en) | Assembled L shape post and ecological interior wall self-tapping nail cluster connection structure | |
| CN208088570U (en) | A kind of prefabricated components for assembled compound shear wall | |
| CN100392197C (en) | Ribbed grid-like reinforced concrete shear wall and making method thereof | |
| CN110805165A (en) | Assembled row steel pipe concrete composite wall building structure | |
| CN105780924A (en) | I-shaped steel and concrete combined structural member | |
| CN216921191U (en) | Bottom tube structure of assembled elevator shaft | |
| KR20120131034A (en) | Container Assembled with Precast Members Using Loop Connection | |
| CN215406876U (en) | Assembled cavity formed steel plate building wall, L-shaped wall and T-shaped wall | |
| CN210421398U (en) | Assembled house system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |