CN207048077U - A kind of fabricated shear wall connecting node - Google Patents
A kind of fabricated shear wall connecting node Download PDFInfo
- Publication number
- CN207048077U CN207048077U CN201720905112.0U CN201720905112U CN207048077U CN 207048077 U CN207048077 U CN 207048077U CN 201720905112 U CN201720905112 U CN 201720905112U CN 207048077 U CN207048077 U CN 207048077U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- shaped steel
- steel muscle
- node
- cast
- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a kind of fabricated shear wall connecting node, including upper shear wall, lower shear wall, the cast-in-place part of node, the upper shear wall lower surface is formed with the first U-shaped steel muscle, lower shear wall upper surface is formed with the second U-shaped steel muscle, described first, advance weld horizontal stiffener among second U-shaped steel muscle, first, second U-shaped steel muscle stretches into the cast-in-place part of node and dislocation lap joint forms cuff, four elongated reinforcing bars are each passed through corner in the cuff plane of the first U-shaped steel muscle and the second U-shaped steel muscle composition, the first steel plate is formed with the right side of the upper shear wall lower end, the second steel plate is formed with the left of lower shear wall upper end, first, second steel plate stretches into the cast-in-place part of node, and respectively positioned at its right side, left side.The utility model shear wall connecting node construction is simple, cost is reasonable, and power transmission works well between reinforcing bar before reinforcement yielding, and assembling test specimen has the globality suitable with cast-in-place test specimen, deformability and an energy dissipation capacity, and the anti-seismic performance of connection is reliable.
Description
Technical field
It the utility model is related to building structure field, more particularly to a kind of fabricated shear wall connecting node.
Background technology
In the case where creating the overall background of " resource-conserving, environmentally friendly " society, from traditional high pollution, the craft of high energy consumption
Batch production from workshop-based mode of construction to environmental protection and energy saving, standardize mode of construction transformation be building industry development must
Ask, fabricated construction is the main force for realizing this target, assembly of shear wall structure have assembled architecture production efficiency it is high,
The characteristics of quality is good, ecological, environmental protective, while structural vertical and lateral rigidity are larger, it is prominent without beam, post etc. in room, it is applied to
High residential building, meets the demand for development of " housing industry ", and the country has carried out correlative study work and expanded demonstration
And application.
More horizontal joint, vertical abutment joint and node in assembly of shear wall structure be present, how to cause prefabricated components
Between firmly connect into for the key of the performances such as limit structural globality, bearing capacity, shock resistance.
Domestic fabricated shear wall uses wet connection, including grout sleeve connection, slurry anchor overlap joint, preformed hole connection etc. more,
There is the deficiency that constructing operation is complicated, construction cost is high, the component adaptation to different stress conditions is poor.
Utility model content
In order to solve the above problems, the utility model provides a kind of fabricated shear wall connection with U-shaped steel muscle cuff
Node.
Technical scheme provided by the utility model is：A kind of fabricated shear wall connecting node, including upper shear wall 11,
The cast-in-place part 5 of lower shear wall 12, node, the upper lower surface of shear wall 11 are formed with the first U-shaped steel muscle 31, the lower upper end of shear wall 12
Face is formed with the second U-shaped steel muscle 32, weld horizontal stiffener in advance among the first, second U-shaped steel muscle 31,32, and first, the
Two U-shaped steel muscle 31,32 stretch into the cast-in-place part 5 of node and dislocation lap joint forms cuff, and four elongated reinforcing bars 4 are each passed through the first U
Corner in the cuff plane of the U-shaped steel muscle 32 of steel bar 31 and second composition；The first steel is formed with the right side of the lower end of upper shear wall 11
Plate 21, the lower upper end of shear wall 12 left side are formed with the second steel plate 22, and first, second steel plate 21,22 stretches into the cast-in-place part 5 of node, and
Respectively positioned at its right side, left side.
After the completion of the first U-shaped steel muscle 31, the second U-shaped steel muscle 32 are connected with elongated reinforcing bar 4, in the cast-in-place part 5 of node
Concrete perfusion.
The beneficial effect that the utility model reaches：The utility model shear wall connecting node construction is simple, cost is reasonable,
Power transmission works well between reinforcing bar before reinforcement yielding, and assembling test specimen has the globality suitable with cast-in-place test specimen, deformability and consumption
Energy ability, the anti-seismic performance of connection are reliable.
Brief description of the drawings
Accompanying drawing described herein is to be further understood for providing to of the present utility model, forms one of the application
Point, but do not form to restriction of the present utility model.
Fig. 1 is dimensional structure diagram of the present utility model；
Fig. 2 is planar structure schematic diagram of the present utility model；
Fig. 3 is the upper shear wall structure schematic diagram；
Fig. 4 is the lower shear wall structure schematic diagram.
Wherein, 11 be upper shear wall, and 12 be lower shear wall, and 21 be the first steel plate, and 22 be the second steel plate, and 31 be first U-shaped
Reinforcing bar, 32 be the second U-shaped steel muscle, and 4 be elongated reinforcing bar, and 5 be the cast-in-place part of node.
Embodiment
In order to which the utility model is described in further detail, it is as follows that its embodiment is now disclosed.
According to Fig. 1, Fig. 2, Fig. 3, Fig. 4, in specific implementation, a kind of fabricated shear wall connecting node, including upper shear wall
11st, the cast-in-place part 5 of lower shear wall 12, node, the upper lower surface of shear wall 11 are formed with the first U-shaped steel muscle 31, lower shear wall 12
Upper surface is formed with the second U-shaped steel muscle 32, weld horizontal stiffener in advance among the first, second U-shaped steel muscle 31,32, the
First, the second U-shaped steel muscle 31,32 stretches into the cast-in-place part 5 of node and dislocation lap joint forms cuff, and four elongated reinforcing bars 4 are each passed through
Corner in the cuff plane of first U-shaped steel muscle 31 and the second U-shaped steel muscle 32 composition；The is formed with the right side of the lower end of upper shear wall 11
One steel plate 21, the lower upper end of shear wall 12 left side are formed with the second steel plate 22, and first, second steel plate 21,22 stretches into the cast-in-place part of node
5, and respectively positioned at its right side, left side.
In specific implementation, after the completion of the first U-shaped steel muscle 31, the second U-shaped steel muscle 32 are connected with elongated reinforcing bar 4, node
Concrete perfusion in cast-in-place part 5.
Claims (2)
1. a kind of fabricated shear wall connecting node, including upper shear wall (11), lower shear wall (12), the cast-in-place part of node (5),
It is characterized in that：Upper shear wall (11) lower surface is formed with the first U-shaped steel muscle (31), and lower shear wall (12) upper surface is formed with
Two U-shaped steel muscle (32), the first, second U-shaped steel muscle (31), (32) middle weld horizontal stiffener in advance, first, second
U-shaped steel muscle (31), (32) stretch into the cast-in-place part of node (5) and dislocation lap joint forms cuff, and four elongated reinforcing bars (4) are each passed through
First U-shaped steel muscle (31) and corner in the cuff plane of the second U-shaped steel muscle (32) composition；On the right side of upper shear wall (11) lower end
The first steel plate (21) is formed with, the second steel plate (22), first, second steel plate (21), (22) are formed with the left of lower shear wall (12) upper end
The cast-in-place part of node (5) is stretched into, and respectively positioned at its right side, left side.
2. fabricated shear wall connecting node according to claim 1, it is characterised in that：The first U-shaped steel muscle (31),
After the completion of two U-shaped steel muscle (32) are connected with elongated reinforcing bar (4), the cast-in-place part of node (5) interior concrete perfusion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720905112.0U CN207048077U (en) | 2017-07-24 | 2017-07-24 | A kind of fabricated shear wall connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720905112.0U CN207048077U (en) | 2017-07-24 | 2017-07-24 | A kind of fabricated shear wall connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048077U true CN207048077U (en) | 2018-02-27 |
Family
ID=61497734
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720905112.0U Expired - Fee Related CN207048077U (en) | 2017-07-24 | 2017-07-24 | A kind of fabricated shear wall connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207048077U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024973A (en) * | 2018-07-09 | 2018-12-18 | 中国矿业大学 | A kind of connection structure and its construction method for precast shear wall |
| CN111236475A (en) * | 2020-02-28 | 2020-06-05 | 苏州安省建筑设计有限公司 | Anti-seismic assembled shear wall structure convenient to install |
-
2017
- 2017-07-24 CN CN201720905112.0U patent/CN207048077U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024973A (en) * | 2018-07-09 | 2018-12-18 | 中国矿业大学 | A kind of connection structure and its construction method for precast shear wall |
| CN111236475A (en) * | 2020-02-28 | 2020-06-05 | 苏州安省建筑设计有限公司 | Anti-seismic assembled shear wall structure convenient to install |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN105839793B (en) | Multi-cavity steel tube concrete coupled column and girder steel rigid connection node and assembly method | |
| CN207048077U (en) | A kind of fabricated shear wall connecting node | |
| CN111877547B (en) | Assembled concrete beam column trunk type connecting joint | |
| CN105821968B (en) | Multi-cavity steel tube concrete coupled column and girder steel U-shaped connecting node and assembly method | |
| CN105220777B (en) | Reinforced timber structure energy dissipation node | |
| CN101684678A (en) | Light aggregate concrete outer wall batten | |
| CN103132650B (en) | C-shaped steel structure component and method for combining beam column by employing C-shaped steel structure component | |
| CN202000687U (en) | Existing earth building earth wall body reinforcing device through wooden columns and wooden beams | |
| CN211007040U (en) | Beam column node in assembled concrete frame structure | |
| CN211114233U (en) | Vertical connection structure of assembled shear force wall | |
| CN105863080B (en) | A kind of bilateral plate node and assembly method by lower flange connection | |
| CN210713194U (en) | Rigidity-controllable assembled node structure | |
| CN103437494A (en) | Combined beam of engineered wood, profiled steel sheet and light-weight aggregate concrete and production and installation method of combined beam | |
| CN207714796U (en) | A kind of anti-seismic strengthening device for reinforced concrete beam column node | |
| CN110607842A (en) | Assembled beam column connecting node of steel beam | |
| CN103790238A (en) | Connector for connecting assembly type steel plate shearing wall and steel beam | |
| CN203729437U (en) | Fabricated connecting piece for steel plate shear wall and steel beam | |
| CN214461487U (en) | Prefabricated concrete shear wall connection structure based on PBL connection | |
| CN214461486U (en) | Prefabricated concrete ring beam connection structure based on PBL connection | |
| CN114775799A (en) | Hoop type steel reinforced concrete beam column dry type node structure | |
| CN205637172U (en) | Multicavity steel pipe -concrete composite post and girder steel bolted connection node | |
| CN106013466B (en) | A kind of bolted bilateral plate node and assembly method | |
| CN104405080A (en) | Corrugated web plate L-shaped section specially-shaped steel column |
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: 20180227 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |