CN207727785U - A kind of fabricated shear wall horizontal joint unit using square tube grafting - Google Patents
A kind of fabricated shear wall horizontal joint unit using square tube grafting Download PDFInfo
- Publication number
- CN207727785U CN207727785U CN201820039074.XU CN201820039074U CN207727785U CN 207727785 U CN207727785 U CN 207727785U CN 201820039074 U CN201820039074 U CN 201820039074U CN 207727785 U CN207727785 U CN 207727785U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- steel plate
- square tube
- square
- horizontal joint
- 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.)
- Expired - Fee Related
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a kind of fabricated shear wall horizontal joint units using square tube grafting, are related to building field.The utility model includes upper layer shear wall, lower layer's shear wall and square tube, the square tube is equipped with plum blossom hole, the bottom of the upper layer shear wall and the top of lower layer's shear wall are installed with the steel plate more than at two perpendicular to metope respectively, square hole is offered on each steel plate, square hole when assembly on each steel plate is located in same horizontal line, and the square tube passes through the square hole on each steel plate along the length direction of wall.A kind of fabricated shear wall horizontal joint unit using square tube grafting of the utility model, the steel plate of upper layer shear wall bottom and the steel plate at the top of lower layer's shear wall are simple in structure by square tube grafting, it is easy to assembly, connection is reliable, and manufacturing cost is relatively low, has higher economic value.
Description
Technical field
The utility model is related to building fields, more specifically to a kind of fabricated shear wall using square tube grafting
Horizontal joint unit.
Background technology
The form of construction work of shear wall generally has " cast-in-place " and " assembly " two kinds of forms, and " cast-in-place " is traditional mode of construction,
It needs mold to fix, i.e., by assembling masterplate at the scene, then carries out pouring for concrete；" assembly " is to realize the modern production of building
Precast shear wall is mainly prefabricated in the factory and reserves corresponding attachment device, applying by the primary structure form of industry
Work scene will reliably be connected by attachment device again after the installation in place of upper and lower two panels precast shear wall.Compared to " cast-in-place "
Form, fabricated shear wall have production efficiency height, good engineering quality, easily formation Integration ofTechnology, economize on resources, environmental protection
The advantages that, prefabricated assembled shear wall has two kinds of seam type of attachment：One is precast shear walls above and below connection
Horizontal joint connects；Another kind is the vertical abutment joint connection for connecting the adjacent two panels wall of same floor.
Currently, the connection type of common fabricated shear wall horizontal joint is mainly grout sleeve connection, grout sleeve
Interconnection technique also tends to maturation, and still, grout sleeve interconnection technique complex process has the materials such as grout sleeve, grouting material
Higher requirement, meanwhile, grout sleeve interconnection technique is more demanding to the technological level of master worker, is resulted in this way in reality
Difficulty of construction is larger in engineering and needs to consume a large amount of time and financial resources.Therefore, in assembled architecture work progress, urgently
Need a kind of simple connection technology of shear wall horizontal joint, can simplify technique, improve efficiency and.
Existing number of patent application CN201621098406.9, the day for announcing are on April 5th, 2017, and patent name is：It is a kind of pre-
The vertical attachment device of fabricated shear wall plate processed.This application includes the embedded board being embedded in wainscot sheathing, is laid in cornice sheathing
The left and right sides and the connector being fastenedly connected with embedded board and the fixing bolt for fixing the connector and cornice sheathing, it is described
Connector includes a few font links and the connecting plate that is fastenedly connected with a few font links, during a few font links include
Between connecting rod and the left connecting rod being connect respectively with middle brace rod both ends and right connecting rod, be provided on the connecting plate with
Cornice sheathing it is reserved connection hole site correspondence and the bolt hole that is passed through for fixing bolt.This application is not necessarily to without exposed steel bar
Grouting operation, worker is easy to operation, and construction quality is controllable, and still, the connection structure of this application is more complicated, it is still desirable to
Connecting plate is fixed using bolt, assembly is cumbersome.
Invention content
1. utility model technical problems to be solved
Complicated, installation inconvenience that the purpose of the utility model is to overcome connection structures existing for existing fabricated shear wall
The problem of, a kind of fabricated shear wall horizontal joint unit using square tube grafting is provided.Using the technical side of the utility model
Case, the steel plate of upper layer shear wall bottom and the steel plate at the top of lower layer's shear wall are simple in structure by square tube grafting, easy to assembly,
Connection is reliable, and manufacturing cost is relatively low, has higher economic value.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model is：
A kind of fabricated shear wall horizontal joint unit using square tube grafting of the utility model, including upper story shear
Wall, lower layer's shear wall and square tube, the square tube are equipped with plum blossom hole, the bottom of the upper layer shear wall and lower layer's shear wall
Top be installed with the steel plate more than at two perpendicular to metope respectively, offer square hole on each steel plate, when assembly each steel
Square hole on plate is located in same horizontal line, and the square tube passes through the square hole on each steel plate along the length direction of wall.
Further, the root of the steel plate is embedded in upper layer shear wall or lower layer's shear wall, the head of steel plate
The bottom surface of upper layer shear wall or the top surface of lower layer's shear wall are stretched out, and square hole is set to the head of steel plate.
Further, steel plate state in a vertical shape.
3. advantageous effect
It is had the advantages that compared with existing known technology using technical solution provided by the utility model：
(1) a kind of fabricated shear wall horizontal joint unit using square tube grafting of the utility model, thereon story shear
Steel plate is embedded in wall and lower layer's shear wall, square tube passes through the square hole on each steel plate along the length direction of wall, simple in structure,
Easy to assembly, connection is reliable, and manufacturing cost is relatively low, has higher economic value.
(2) a kind of fabricated shear wall horizontal joint unit using square tube grafting of the utility model is set on steel plate
Square hole is set, square tube coordinates with square hole, and square tube is not susceptible to rotate in square hole, then the metope of levels shear wall can be kept flat
Together, structure is more stablized.
(3) a kind of fabricated shear wall horizontal joint unit using square tube grafting of the utility model is set in square tube
There is plum blossom hole, enter inside square tube from plum blossom hole convenient for concrete when pouring, integral, structural strength will be poured inside and outside square tube
Higher.
Description of the drawings
Fig. 1 is a kind of structural representation of fabricated shear wall horizontal joint unit using square tube grafting of the utility model
Figure；
Fig. 2 is a kind of front view of fabricated shear wall horizontal joint unit using square tube grafting of the utility model；
Fig. 3 is the structural schematic diagram of lower layer's shear wall of the utility model.
Label declaration in schematic diagram：
1, upper layer shear wall；2, lower layer's shear wall；3, steel plate；3-1, square hole；4, square tube；4-1, plum blossom hole.
Specific implementation mode
To further appreciate that the content of the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
In conjunction with Fig. 1, a kind of fabricated shear wall horizontal joint unit using square tube grafting of the present embodiment, including upper layer
Shear wall 1, lower layer's shear wall 2 and square tube 4, the bottom of upper layer shear wall 1 and the top of lower layer's shear wall 2 are installed with two respectively
The above steel plate 3 perpendicular to metope in place, preferably, steel plate 3 is equal along the length direction of upper layer shear wall 1 or lower layer's shear wall 2
Even setting many places, and square hole 3-1 is offered on each steel plate 3, as shown in Figure 3.When assembly, the steel plate 3 of upper layer shear wall 1 and lower layer
The spaced setting (as shown in Figure 2) of steel plate 3 on shear wall 2, and the square hole 3-1 on each steel plate 3 is located in same horizontal line,
Square tube 4 passes through the square hole 3-1 on each steel plate 3 along the length direction of wall.Square tube 4 coordinates with square hole 3-1, and square tube 4 is in square hole
It is not susceptible to rotate in 3-1, then the metope of levels shear wall can be kept concordant, and structure is more stablized.The side of the present embodiment
Pipe 4 uses rectangular steel tube.
Specifically, the root of steel plate 3 is embedded in upper layer shear wall 1 or lower layer's shear wall 2, and the head of steel plate 3 is stretched out
The bottom surface of story shear wall 1 or the top surface of lower layer's shear wall 2, square hole 3-1 are set to the head of steel plate 3,3 state in a vertical shape of steel plate.
The square tube 4 of the present embodiment is equipped with plum blossom hole 4-1, enters square tube 4 from plum blossom hole 4-1 when pouring convenient for concrete
Inside, integral, structural strength higher will be poured inside and outside square tube 4.
A kind of fabricated shear wall horizontal joint unit using square tube grafting of the present embodiment in order to better understand, it is existing
The installation process of the present embodiment is briefly described in conjunction with Fig. 1~Fig. 3.Upper layer shear wall 1 is lifted on supreme story shear wall 1
Steel plate square hole is sequentially inserted into each steel with the steel plate square hole on lower layer shear wall 2 when the same horizontal position overlaps, then by square tube 4
In the square hole 3-1 of plate 3；Upper layer shear wall 1 is fixed temporarily, the formwork supporting plate after-pouring pea gravel concreten at horizontal joint,
Due to being provided with plum blossom hole 4-1 in square tube 4, the inside of square tube 4 is entered convenient for concrete, then pours integral, shape inside and outside square tube 4
At the horizontal joint of shear wall.
A kind of fabricated shear wall horizontal joint unit using square tube grafting of the utility model, upper layer shear wall bottom
Steel plate and lower layer's shear wall at the top of steel plate by square tube grafting, simple in structure, easy to assembly, connection is reliable, and is manufactured into
This is relatively low, has higher economic value.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model one of embodiment, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, without creatively designing
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (3)
1. a kind of fabricated shear wall horizontal joint unit using square tube grafting, including upper layer shear wall (1) and lower story shear
Wall (2), it is characterised in that：Further include square tube (4), the square tube (4) is equipped with plum blossom hole (4-1), the upper story shear
The bottom of wall (1) and the top of lower layer's shear wall (2) are installed with the steel plate (3) more than at two perpendicular to metope respectively, each described
Steel plate (3) on offer square hole (3-1), the square hole (3-1) on when assembly each steel plate (3) is located in same horizontal line, described
Square tube (4) along wall length direction pass through each steel plate (3) on square hole (3-1).
2. a kind of fabricated shear wall horizontal joint unit using square tube grafting according to claim 1, feature exist
In：The root of the steel plate (3) is embedded in upper layer shear wall (1) or lower layer's shear wall (2), and the head of steel plate (3) is stretched out
The bottom surface of upper layer shear wall (1) or the top surface of lower layer's shear wall (2), and square hole (3-1) is set to the head of steel plate (3).
3. a kind of fabricated shear wall horizontal joint unit using square tube grafting according to claim 2, feature exist
In：Described steel plate (3) state in a vertical shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820039074.XU CN207727785U (en) | 2018-01-10 | 2018-01-10 | A kind of fabricated shear wall horizontal joint unit using square tube grafting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820039074.XU CN207727785U (en) | 2018-01-10 | 2018-01-10 | A kind of fabricated shear wall horizontal joint unit using square tube grafting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727785U true CN207727785U (en) | 2018-08-14 |
Family
ID=63081619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820039074.XU Expired - Fee Related CN207727785U (en) | 2018-01-10 | 2018-01-10 | A kind of fabricated shear wall horizontal joint unit using square tube grafting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727785U (en) |
-
2018
- 2018-01-10 CN CN201820039074.XU patent/CN207727785U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104652671B (en) | Prefabricated assembly-type concrete outer-hanging wallboard fixing device and installation method | |
| CN207700443U (en) | Exterior wall plate level has muscle grouted joint structure at a kind of fabricated shear wall architecture storey | |
| CN209339466U (en) | A kind of assembled parapet constructing structure | |
| CN104532953B (en) | 3D printing based assembly type special-shaped column framework structure and construction method thereof | |
| CN207700438U (en) | A kind of fabricated shear wall cross connected structure | |
| CN206189647U (en) | Novel infilled wall brickwork drawknot muscle structure | |
| CN205530815U (en) | Vertical connection structure of assembled shear force wall | |
| CN107254933A (en) | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method | |
| CN107201792A (en) | High-rise assembled single row of holes precast shear wall and its assembling structure and construction method | |
| CN207003723U (en) | High-rise assembled single row of holes precast shear wall and its assembling structure | |
| CN106760073A (en) | Assembly concrete lining structural assembly | |
| CN215166634U (en) | Assembly type building wallboard connecting structure | |
| CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
| CN105672479B (en) | One kind assembles detachable building structure and construction technique entirely | |
| CN207727785U (en) | A kind of fabricated shear wall horizontal joint unit using square tube grafting | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN105649259B (en) | A kind of wallboard structural system of the dark framework of band of precast concrete wall panel and its structure | |
| CN217175304U (en) | Tubular well plugging structure | |
| CN216664766U (en) | Assembled parapet that cornices | |
| CN215630614U (en) | Novel prefabricated partition plate negative and positive tenon reinforced connection device | |
| CN208917997U (en) | The prefabricated node component of armored concrete | |
| CN209523311U (en) | Low multi-story structure | |
| CN211286164U (en) | Self-compaction regeneration block concrete superimposed shear wall | |
| CN207727805U (en) | A kind of reinforced perps unit of fabricated shear wall anchor pole | |
| CN208056625U (en) | A kind of toilet drop plate hangs mould |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180814 Termination date: 20210110 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |