CN107130703A - A kind of double steel plate shear wall vertically splices node - Google Patents
A kind of double steel plate shear wall vertically splices node Download PDFInfo
- Publication number
- CN107130703A CN107130703A CN201710410832.4A CN201710410832A CN107130703A CN 107130703 A CN107130703 A CN 107130703A CN 201710410832 A CN201710410832 A CN 201710410832A CN 107130703 A CN107130703 A CN 107130703A
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- CN
- China
- Prior art keywords
- steel plate
- shear wall
- plate shear
- double steel
- double
- 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.)
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rigid Containers With Two Or More Constituent Elements (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Vertically splice node the invention provides a kind of double steel plate shear wall, material can be saved, weld seam quantity is reduced, while the automated production of steel plate shear wall structure convenient to carry out.
Description
Technical field
Vertically splice node the present invention relates to a kind of double steel plate shear wall, belong to building structure field.
Background technology
At present, the application of steel plate shear wall structure under construction is more and more, and its form also tends to variation, matched
Node be, with reference to traditional steel construction, there is certain limitation for steel plate shear force wall mostly, fail embodiment steel plate
The advantage of shear wall node in itself, makes complex, and the consumption such as material, artificial, energy consumption is larger.
In order to solve problem above, the present invention proposes a kind of vertical splicing node, this node for double steel plate shear wall
Make simple, the consumption such as material, artificial, energy consumption is relatively low, can apply to mechanical automation production.
The content of the invention
It is an object of the invention to solve the vertical splicing node of double steel plate shear wall factory or scene to make complicated, uneconomical
The shortcomings of, the full-automatic production of shear wall convenient to carry out.
The technical solution adopted by the present invention is：
A kind of double steel plate shear wall vertically splices node, it is characterised in that：Bottom double steel plate shear wall（3）Cut with top double steel plate
Power wall（4）Both sides steel plate（1）Bent in stitching position to inner side, the bottom double steel plate shear wall after bending（3）With it is upper
Portion's double steel plate shear wall（4）Both sides steel plate（1）Docking forms tubaeform piece, and tubaeform piece is welded.
Described double steel plate shear wall vertically splices node, bottom double steel plate shear wall（3）With top double steel plate shear wall
（4）End steel plate（5）Bent in stitching position to inner side, the bottom double steel plate shear wall after bending（3）It is double with top
Steel plate shear force wall（4）End steel plate（5）Docking forms tubaeform piece, and tubaeform piece is welded；
Or bottom double steel plate shear wall（3）With top double steel plate shear wall（4）End steel plate（5）Slope is carried out in stitching position
Mouth butt welding.
Described double steel plate shear wall vertically splices node, in bottom double steel plate shear wall（3）Both sides steel plate（1）End
Bend up place and lacing is set（2）, and with bent steel plate weld, described lacing（2）For reinforcing bar, either lath or shaped steel.
Described double steel plate shear wall vertically splices node, in top double steel plate shear wall（4）Both sides steel plate（1）End
Bend up place and lacing is set（2）, and with bent steel plate weld, described lacing（2）For reinforcing bar, either lath or shaped steel.
Described double steel plate shear wall vertically splices node, in bottom double steel plate shear wall（3）Sheared with top double steel plate
Wall（4）It is upper that splicing otic placode is set（6）, splice otic placode（6）Welded with double steel plate shear wall, or consolidated by split bolt
It is fixed.
Compared with prior art, the beneficial effects of the invention are as follows：
1st, material is saved, compared with traditional vertical member splicing node, the top end plate and top structure of lower member is reduced
The welding lining bar of part.
2nd, welding capacity is reduced, conventional node middle and lower part component and the welding of top end plate and upper component lining bar is reduced
With the welding of upper component.
3rd, node is simple, by itself steel plate bending formation splicing welding joint, is conducive to automated production to design.
Brief description of the drawings
Fig. 1 is that double steel plate shear wall vertically splices the vertical sectional drawing of node.
Fig. 2 is that double steel plate shear wall vertically splices knee level sectional drawing.
In figure, 1 is double steel plate shear wall both sides steel plate；2 lacing to be welded on bending steel plate；3 be bottom double steel plate
Shear wall；4 be top double steel plate shear wall；5 be double steel plate shear wall end steel plate；6 be splicing otic placode.
Embodiment
Reference picture 1, Fig. 2, bottom double steel plate shear wall（3）With top double steel plate shear wall（4）Both sides steel plate（1）Spelling
Connect position to be bent to inner side, the bottom double steel plate shear wall after bending（3）With top double steel plate shear wall（4）Both sides steel
Plate（1）Docking forms tubaeform piece, and tubaeform piece is welded.
Further, bottom double steel plate shear wall（3）With top double steel plate shear wall（4）End steel plate（5）In splice bits
Put to inner side and bent, the bottom double steel plate shear wall after bending（3）With top double steel plate shear wall（4）End steel plate
（5）Docking forms tubaeform piece, and tubaeform piece is welded；
Or bottom double steel plate shear wall（3）With top double steel plate shear wall（4）End steel plate（5）Slope is carried out in stitching position
Mouth butt welding.
Further, in bottom double steel plate shear wall（3）Both sides steel plate（1）The end place of bending up set lacing（2）, and with it is curved
Roll over steel plate welding, described lacing（2）For reinforcing bar, either lath or shaped steel.
Further, in top double steel plate shear wall（4）Both sides steel plate（1）The end place of bending up set lacing（2）, and with it is curved
Roll over steel plate welding, described lacing（2）For reinforcing bar, either lath or shaped steel.
Further, in bottom double steel plate shear wall（3）With top double steel plate shear wall（4）It is upper that splicing otic placode is set（6）, spell
Ear connecting plate（6）Welded with double steel plate shear wall, or be fixed by split bolt.
Content described in this specification embodiment is only the citing to inventive concept form of implementation, protection scope of the present invention
It is not construed as being only limitted to the concrete form described in embodiment.According to present inventive concept it is conceivable that equivalent technologies mean
Also should be comprising within the scope of the present invention.
Claims (6)
1. a kind of double steel plate shear wall vertically splices node, it is characterised in that：Bottom double steel plate shear wall（3）With top double steel plate
Shear wall（4）Both sides steel plate（1）Bent in stitching position to inner side, the bottom double steel plate shear wall after bending（3）With
Top double steel plate shear wall（4）Both sides steel plate（1）Docking forms tubaeform piece, and tubaeform piece is welded.
2. a kind of double steel plate shear wall as claimed in claim 1 vertically splices node, it is characterised in that：Bottom double steel plate shearing
Wall（3）With top double steel plate shear wall（4）End steel plate（5）Bent in stitching position to inner side, the bottom after bending
Double steel plate shear wall（3）With top double steel plate shear wall（4）End steel plate（5）Docking forms tubaeform piece, to tubaeform
Piece is welded.
3. a kind of double steel plate shear wall as claimed in claim 1 vertically splices node, it is characterised in that：Bottom double steel plate shearing
Wall（3）With top double steel plate shear wall（4）End steel plate（5）Groove butt welding is carried out in stitching position.
4. a kind of double steel plate shear wall as described in claim 1 ~ 3 vertically splices node, it is characterised in that：In bottom double steel plate
Shear wall（3）Both sides steel plate（1）The end place of bending up set lacing（2）, and with bent steel plate weld, described lacing（2）For
Reinforcing bar, either lath or angle steel.
5. a kind of double steel plate shear wall as described in claim 1 ~ 4 vertically splices node, it is characterised in that：In top double steel plate
Shear wall（4）Both sides steel plate（1）The end place of bending up set lacing（2）, and with bent steel plate weld, described lacing（2）For
Reinforcing bar, either lath or shaped steel.
6. a kind of double steel plate shear wall as described in one of claim 1 ~ 5 vertically splices node, it is characterised in that：It is double in bottom
Steel plate shear force wall（3）With top double steel plate shear wall（4）It is upper that splicing otic placode is set（6）, splice otic placode（6）With double steel plate shear wall
Welding, or be fixed by split bolt.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610870553.1A CN106223513A (en) | 2016-10-08 | 2016-10-08 | A kind of double steel plate shear wall vertically splices node |
| CN2016108705531 | 2016-10-08 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107130703A true CN107130703A (en) | 2017-09-05 |
Family
ID=58077350
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610870553.1A Pending CN106223513A (en) | 2016-10-08 | 2016-10-08 | A kind of double steel plate shear wall vertically splices node |
| CN201710410832.4A Pending CN107130703A (en) | 2016-10-08 | 2017-06-04 | A kind of double steel plate shear wall vertically splices node |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610870553.1A Pending CN106223513A (en) | 2016-10-08 | 2016-10-08 | A kind of double steel plate shear wall vertically splices node |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN106223513A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761991A (en) * | 2017-11-13 | 2018-03-06 | 杭萧钢构股份有限公司 | Splice node at a kind of steel plate combined shear wall variable cross-section |
| CN108005259A (en) * | 2017-11-13 | 2018-05-08 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
| CN108127352A (en) * | 2018-01-13 | 2018-06-08 | 石柏林 | A kind of double steel plate shearing wall member automatic production method and production equipment |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589971A (en) * | 2018-07-25 | 2018-09-28 | 哈尔滨工业大学 | A kind of closed-section steel deck combined concrete shear wall connecting node and production method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001295394A (en) * | 2000-04-11 | 2001-10-26 | Nippon Light Metal Co Ltd | Joint structure of panel |
| JP4137073B2 (en) * | 2005-03-24 | 2008-08-20 | 大成建設株式会社 | Construction method of steel concrete composite structure |
| CN203905210U (en) * | 2014-05-05 | 2014-10-29 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure shear wall in-site splicing joint |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN105756244A (en) * | 2016-04-18 | 2016-07-13 | 石柏林 | Double-steel-plate shear wall combined structure |
| CN206308826U (en) * | 2016-10-08 | 2017-07-07 | 石柏林 | A kind of double steel plate shear wall vertically splices node |
-
2016
- 2016-10-08 CN CN201610870553.1A patent/CN106223513A/en active Pending
-
2017
- 2017-06-04 CN CN201710410832.4A patent/CN107130703A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001295394A (en) * | 2000-04-11 | 2001-10-26 | Nippon Light Metal Co Ltd | Joint structure of panel |
| JP4137073B2 (en) * | 2005-03-24 | 2008-08-20 | 大成建設株式会社 | Construction method of steel concrete composite structure |
| CN203905210U (en) * | 2014-05-05 | 2014-10-29 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure shear wall in-site splicing joint |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN105756244A (en) * | 2016-04-18 | 2016-07-13 | 石柏林 | Double-steel-plate shear wall combined structure |
| CN206308826U (en) * | 2016-10-08 | 2017-07-07 | 石柏林 | A kind of double steel plate shear wall vertically splices node |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761991A (en) * | 2017-11-13 | 2018-03-06 | 杭萧钢构股份有限公司 | Splice node at a kind of steel plate combined shear wall variable cross-section |
| CN108005259A (en) * | 2017-11-13 | 2018-05-08 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
| CN108127352A (en) * | 2018-01-13 | 2018-06-08 | 石柏林 | A kind of double steel plate shearing wall member automatic production method and production equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106223513A (en) | 2016-12-14 |
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| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170905 |
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| WD01 | Invention patent application deemed withdrawn after publication |