CN206987070U - Steel construction assembled architecture wallboard node - Google Patents
Steel construction assembled architecture wallboard node Download PDFInfo
- Publication number
- CN206987070U CN206987070U CN201720597425.4U CN201720597425U CN206987070U CN 206987070 U CN206987070 U CN 206987070U CN 201720597425 U CN201720597425 U CN 201720597425U CN 206987070 U CN206987070 U CN 206987070U
- Authority
- CN
- China
- Prior art keywords
- precast concrete
- rubber support
- interior wall
- limited block
- bolt
- 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
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Abstract
The utility model discloses a kind of steel construction assembled architecture wallboard node, including steel structure girder, precast concrete floor, precast concrete interior wall, rubber support, limited block, rubber support is arranged at a certain distance between described precast concrete floor and precast concrete interior wall, being vertically connected with steel plate for rubber support is provided with bolt hole, it is corresponding with the internally threaded sleeve arranged on precast concrete interior wall, precast concrete floor, it is attached thereto by bolt.Limited block is arranged on superstructure simultaneously, limited block is bolted with reserving internally threaded sleeve on superstructure.The utility model can be consumed energy by rubber support detrusion under geological process, have the function that antidetonation.There is construction is simple simultaneously, material is cheap and easily-available, and construction speed is fast, and artificial demand is few, the advantages that no situ wet operation.
Description
Technical field
A kind of new steel construction assembled wallboard node is the utility model is related to, is a kind of Flexible Node, is made in earthquake
With lower by lead core rubber support detrusion dissipation energy, belong to the supporting work of civil engineering steel construction assembled architecture interior wall
Journey, civil engineering assembled architecture earthquake resistant construction field.
Background technology
Assembled architecture pollutes the advantages that small due to its construction speed block, scene and quickly grown in recent years, but its antidetonation
Poor-performing is always the target of public criticism.Traditional rigid joint deforms in geological process underframe easily occurs wall damage, and soft
Property node adapts to larger deformation.Meanwhile traditional wallboard rigid connection node construction is complicated, with using the soft of partially restrained
Property node it is high compared to cost, construction speed is slow, and artificial demand is big, and situ wet operation is more, there is certain pollution to job site.
Notice the larger vertical bearing capacity of rubber support, and can be in seismic process by elastic plastics characteristic come
Dissipation energy has reached the purpose of antidetonation, while rubber support has preferable Hysteresis Behavior, easy for installation, cheap, extensively
It is general to be used for bridge, the antidetonation of building, shock insulation.Current rubber support is mainly used in the Seismic Isolation of Isolation Layer of bridge and building, also
It is not used for precast concrete interior wall and the case of precast concrete cover connecting node.
Utility model content
The purpose of this utility model is to make up the deficiency of existing assembled architecture wallboard Flexible Node development, there is provided one
Kind steel construction assembled wallboard node, is especially a kind of Flexible Node based on rubber support, there is certain antihunt action.
The utility model is achieved through the following technical solutions：
A kind of steel construction assembled wallboard node, including steel structure girder 1, precast concrete floor 2, precast concrete interior wall
5th, rubber support 3 and limited block 7, it is characterised in that：By certain between the precast concrete floor 2 and precast concrete interior wall 5
Spacing is disposed with rubber support 3, and the both ends of rubber support 3 are provided with junction steel plate 4, some spiral shells are provided with the junction steel plate 4
Keyhole, the bolt hole is corresponding with the internally threaded sleeve arranged on precast concrete interior wall 5 and precast concrete floor 2, and one
Bolt hole on block junction steel plate 4 is connected by the first bolt 6 with the internally threaded sleeve on precast concrete interior wall 5, another
The bolt hole of block junction steel plate 4 is connected by the first bolt with the inner bolt sleeve pipe on precast concrete floor 2；Concrete
Limited block 7 is arranged on Tulou lid 2, the limited block 7 is located at the both sides of precast concrete interior wall 5, and not with precast concrete interior wall 5
Contact, limited block 7 are connected with precast concrete floor 2 by the second bolt 8.
In the utility model, rubber support 3 is high-damp rubber support or lead core rubber support.
In the utility model, limited block 7 leaves hole with precast concrete interior wall 5, so as to allow precast concrete interior wall 5
Have certain displacement under geological process, but displacement it is excessive then play position-limiting action, prevent wall from collapsing.
The beneficial effects of the utility model are：
Novel joint disclosed in the utility model can be consumed energy under geological process by lead core rubber support detrusion,
Have the function that antidetonation.Novel joint disclosed in the utility model has construction is simple simultaneously, and material is cheap and easily-available, construction speed
It hurry up, artificial demand is few, the advantages that no situ wet operation.
Brief description of the drawings
Fig. 1 is profile of the utility model perpendicular to structural beams.
Profile of Fig. 2 positions the utility model perpendicular to metope.
Label in figure：1 is steel structure girder, and 2 be precast concrete floor, and 3 be rubber support, and 4 be junction steel plate, and 5 be pre-
Concrete inner wall processed, 6 be the first bolt, and 7 be limited block, and 8 be the second bolt.
Embodiment
The utility model is further illustrated below by embodiment combination accompanying drawing.
Embodiment 1：A kind of steel construction assembled wallboard node, including it is steel structure girder 1, precast concrete floor 2, prefabricated mixed
Native interior wall 5, rubber support 3, limited block 7 are coagulated, described rubber support 3 uses high-damp rubber support or lead core rubber support.
Arrange rubber support 3 between described precast concrete floor 2 and precast concrete interior wall 5 at a certain distance, rubber support 3 it is upper
Bolt hole is provided with lower junction steel plate 4, with the internally threaded sleeve arranged on precast concrete interior wall 5, precast concrete floor 2
It is corresponding, it is attached thereto by the first bolt 6.Limited block is arranged on superstructure 2 simultaneously, limited block 7 is with reserving interior spiral shell on superstructure 2
Line sleeve pipe is connected by the second bolt 8, and limited block 7 does not contact with precast concrete interior wall, and hole is left with wall, so as to allow
Wall has certain displacement under geological process, but displacement it is excessive then play position-limiting action, prevent wall from collapsing.
Claims (3)
1. a kind of steel construction assembled architecture wallboard node, including steel structure girder (1), precast concrete floor (2), concrete
Native interior wall (5), rubber support (3) and limited block (7), it is characterised in that：The precast concrete floor (2) and precast concrete
Rubber support (3) is disposed between interior wall (5) at a certain distance, the both ends of rubber support (3) are provided with junction steel plate (4), the company
Connect and some bolts hole are provided with steel plate (4), the bolt hole and precast concrete interior wall (5) and precast concrete floor (2)
The internally threaded sleeve of upper arrangement is corresponding, and the bolt hole on one piece of junction steel plate (4) passes through the first bolt (6) and precast concrete
Internally threaded sleeve on interior wall (5) is connected, and the bolt hole of another piece of junction steel plate (4) passes through the first bolt and precast concrete
Inner bolt sleeve pipe on superstructure (2) is connected；Limited block (7), limited block (7) position are arranged on precast concrete floor (2)
In precast concrete interior wall (5) both sides, and do not contacted with precast concrete interior wall (5), limited block (7) and precast concrete floor
(2) connected by the second bolt (8).
2. steel construction assembled architecture wallboard node according to claim 1, it is characterised in that：Rubber support (3) is height
Damping rubber support or lead core rubber support.
3. steel construction assembled architecture wallboard node according to claim 1, it is characterised in that：Limited block (7) with it is prefabricated
Concrete inner wall (5) leaves hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720597425.4U CN206987070U (en) | 2017-05-26 | 2017-05-26 | Steel construction assembled architecture wallboard node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720597425.4U CN206987070U (en) | 2017-05-26 | 2017-05-26 | Steel construction assembled architecture wallboard node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206987070U true CN206987070U (en) | 2018-02-09 |
Family
ID=61389936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720597425.4U Expired - Fee Related CN206987070U (en) | 2017-05-26 | 2017-05-26 | Steel construction assembled architecture wallboard node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987070U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622370A (en) * | 2020-06-10 | 2020-09-04 | 刘超 | Assembled building floor and energy dissipation shock-absorbing structure |
-
2017
- 2017-05-26 CN CN201720597425.4U patent/CN206987070U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622370A (en) * | 2020-06-10 | 2020-09-04 | 刘超 | Assembled building floor and energy dissipation shock-absorbing structure |
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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: 20180209 Termination date: 20200526 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |