CN106906913A - A kind of connecting node of transfer structure for SRC beams and shear wall - Google Patents
A kind of connecting node of transfer structure for SRC beams and shear wall Download PDFInfo
- Publication number
- CN106906913A CN106906913A CN201710157832.8A CN201710157832A CN106906913A CN 106906913 A CN106906913 A CN 106906913A CN 201710157832 A CN201710157832 A CN 201710157832A CN 106906913 A CN106906913 A CN 106906913A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- transfer structure
- src beams
- anchor pole
- steel plate
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000003466 welding Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims abstract description 3
- 238000010276 construction Methods 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 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
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4171—Nailable or non-threaded screwable elements
Abstract
The present invention relates to a kind of transfer structure for SRC beams and the connecting node of shear wall, it includes transfer structure for SRC beams, shear wall, steel plate, anchor pole and bar connecting plate;Wherein, described anchor pole one end is connected to the side of steel plate by plug welding;The anchor pole other end passes shear wall, and is connected on a connection piece;The bar connecting plate weld to steel plate opposite side;The transfer structure for SRC beams includes shaped steel and reinforcing bar;The shaped steel and steel plate are welded;On the reinforcement welding to bar connecting plate.The present invention has intense industrialization, modularization, quality controllable, investment payback time short, solves the problems, such as that transfer structure for SRC beams is connected with relatively thin shear wall well, can be promoted the use of in building structure field.
Description
【Technical field】
The present invention relates to one kind building attachment structure, and in particular to the connection of a kind of transfer structure for SRC beams and shear wall
Node, its building structure for being applied to house belongs to construction engineering technical field.
【Background technology】
Multi and tall steel building residential housing is frequently with double steel plate shear wall and H profile steel beam.Common H girder steels need to be prevented again
Rotten fireproof coating treatment, is unfavorable for application of the steel construction in house.It is how that concrete structure is excellent with steel construction
Gesture combines, and it is urgent problem in current Residential structure field to resolve.
Therefore, in order to solve the above technical problems, it is necessory to provide a kind of transfer structure for SRC beams of innovation with shearing
The connecting node of wall, to overcome the defect of the prior art.
【The content of the invention】
To solve the above problems, it is an object of the invention to provide the connection of a kind of transfer structure for SRC beams and shear wall
Node, it has intense industrialization, modularization, quality controllable, investment payback time short, and can carry out popularization in building structure field makes
With.
To achieve the above object, the technical scheme taken of the present invention is:A kind of transfer structure for SRC beams and shear wall
Connecting node, it includes transfer structure for SRC beams, shear wall, steel plate, anchor pole and bar connecting plate;Wherein, the anchor pole
One end is connected to the side of steel plate by plug welding;The anchor pole other end passes shear wall, and is connected on a connection piece;It is described
Bar connecting plate weld to steel plate opposite side;The transfer structure for SRC beams includes shaped steel and reinforcing bar;The shaped steel and
Steel plate is welded;On the reinforcement welding to bar connecting plate.
Transfer structure for SRC beams of the invention is further arranged to the connecting node of shear wall:The connector is specific
It is a nut;The nut and anchor pole bolt, and it is connected to shear wall side.
Transfer structure for SRC beams of the invention is also configured to the connecting node of shear wall:The connector is specially one
Connecting plate;The connecting plate and anchor pole are connected by plug welding, and are connected to shear wall side.
Compared with prior art, the present invention has the advantages that:
1. the stress of transfer structure for SRC beams of the invention be delivered to steel plate shear force wall approach it is more direct.
2nd, it is of the invention to be constructed by anchor bolts plate, Site Welding workload is reduced, so as to reduce be sheared to steel plate
The influence of the welding deformation of wall.
3rd, connecting plate of the invention serves the tectonism of local strengthening to steel plate shear force wall, and arrangement is more flexible, plus
Work more facilitates, and has met the prefabricated processing request of building industrialization.
4. the present invention has intense industrialization, modularization, quality controllable, investment payback time short, and shaped steel is solved well
The problem that concrete combination beam is connected with relatively thin shear wall, can be promoted the use of in building structure field.
【Brief description of the drawings】
Fig. 1 is the structural representation of transfer structure for SRC beams of the invention and the connecting node first embodiment of shear wall
Figure.
Fig. 2 is the connection diagram of the steel plate, anchor pole and bar connecting plate in Fig. 1.
Fig. 3 is the structural representation of transfer structure for SRC beams of the invention and the connecting node second embodiment of shear wall
Figure.
【Specific embodiment】
Refer to shown in Figure of description 1 and accompanying drawing 2, it is a kind of transfer structure for SRC beams of the invention and shear wall
Connecting node first embodiment, its by transfer structure for SRC beams 1, shear wall 2, steel plate 3, anchor pole 4 and reinforcing bar connect
A few part compositions such as fishplate bar 5.
Wherein, the one end of the anchor pole 4 is connected to the side of steel plate 3 by plug welding, and perpendicular with steel plate 3;The anchor pole 4
The other end passes shear wall 2, and is connected on a connection piece.In the present embodiment, the connector is specially a nut 6;
The nut 6 and the bolt of anchor pole 4, and it is connected to the side of shear wall 2.
The bar connecting plate 5 is soldered to the opposite side of steel plate 3, and perpendicular with steel plate 3.
The transfer structure for SRC beams 1 includes shaped steel 11 and reinforcing bar 12;The shaped steel 11 and steel plate 3 are welded;It is described
Reinforcing bar 12 is soldered on bar connecting plate 5.
Refer to shown in Figure of description 3, it is the connection of a kind of transfer structure for SRC beams of the invention and shear wall
The second embodiment of node, it is with the difference of first embodiment:The connector is specially a connecting plate 6 ';
The connecting plate 6 ' and anchor pole 4 are connected by plug welding, and are connected to the side of shear wall 2.
Specific embodiment above is only the preferred embodiment of this creation, is not used to limit this creation, all in this wound
Any modification, equivalent substitution and improvements for being done etc. within the spirit and principle of work, should be included in this creation protection domain it
It is interior.
Claims (3)
1. the connecting node of a kind of transfer structure for SRC beams and shear wall, it is characterised in that:Including transfer structure for SRC beams,
Shear wall, steel plate, anchor pole and bar connecting plate;Wherein, described anchor pole one end is connected to the side of steel plate by plug welding;It is described
The anchor pole other end passes shear wall, and is connected on a connection piece;The bar connecting plate weld to steel plate opposite side;It is described
Transfer structure for SRC beams includes shaped steel and reinforcing bar;The shaped steel and steel plate are welded;The reinforcement welding is to bar connecting plate
On.
2. the connecting node of transfer structure for SRC beams as claimed in claim 1 and shear wall, it is characterised in that:The connection
Part is specially a nut;The nut and anchor pole bolt, and it is connected to shear wall side.
3. the connecting node of transfer structure for SRC beams as claimed in claim 1 and shear wall, it is characterised in that:The connection
Part is specially a connecting plate;The connecting plate and anchor pole are connected by plug welding, and are connected to shear wall side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710157832.8A CN106906913A (en) | 2017-03-16 | 2017-03-16 | A kind of connecting node of transfer structure for SRC beams and shear wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710157832.8A CN106906913A (en) | 2017-03-16 | 2017-03-16 | A kind of connecting node of transfer structure for SRC beams and shear wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106906913A true CN106906913A (en) | 2017-06-30 |
Family
ID=59187228
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710157832.8A Pending CN106906913A (en) | 2017-03-16 | 2017-03-16 | A kind of connecting node of transfer structure for SRC beams and shear wall |
Country Status (1)
Country | Link |
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CN (1) | CN106906913A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110512744A (en) * | 2019-07-29 | 2019-11-29 | 中建四局第六建筑工程有限公司 | A kind of attachment device and its construction method for postposition girder steel and shear wall |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1644827A (en) * | 2005-01-04 | 2005-07-27 | 华南理工大学 | Node structure for combined beam and concrete column and construction thereof |
CN201217619Y (en) * | 2008-05-26 | 2009-04-08 | 河南六建建筑集团有限公司 | Repeatedly-usable assembled tower crane attachment support |
CN203188371U (en) * | 2013-04-24 | 2013-09-11 | 中国建筑东北设计研究院有限公司 | Out-of-plane connection nodal point of bent anchor bar steel beam and thin concrete shear wall |
CN203808484U (en) * | 2014-04-25 | 2014-09-03 | 中建八局第三建设有限公司 | Integrated cantilevered and attached external scaffolding |
CN105275092A (en) * | 2015-11-16 | 2016-01-27 | 重庆大学 | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall |
CN205369542U (en) * | 2016-01-13 | 2016-07-06 | 安徽伟宏钢结构集团股份有限公司 | Concrete beam longitudinal reinforcement and steel column connection structure |
CN106121049A (en) * | 2016-08-22 | 2016-11-16 | 合肥工业大学 | Compound shear wall is connected energy dissipation node and preparation method thereof with steel bar girder combination beam |
CN206693399U (en) * | 2017-03-16 | 2017-12-01 | 浙江绿筑集成科技有限公司 | A kind of connecting node of transfer structure for SRC beams and shear wall |
-
2017
- 2017-03-16 CN CN201710157832.8A patent/CN106906913A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1644827A (en) * | 2005-01-04 | 2005-07-27 | 华南理工大学 | Node structure for combined beam and concrete column and construction thereof |
CN201217619Y (en) * | 2008-05-26 | 2009-04-08 | 河南六建建筑集团有限公司 | Repeatedly-usable assembled tower crane attachment support |
CN203188371U (en) * | 2013-04-24 | 2013-09-11 | 中国建筑东北设计研究院有限公司 | Out-of-plane connection nodal point of bent anchor bar steel beam and thin concrete shear wall |
CN203808484U (en) * | 2014-04-25 | 2014-09-03 | 中建八局第三建设有限公司 | Integrated cantilevered and attached external scaffolding |
CN105275092A (en) * | 2015-11-16 | 2016-01-27 | 重庆大学 | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall |
CN205369542U (en) * | 2016-01-13 | 2016-07-06 | 安徽伟宏钢结构集团股份有限公司 | Concrete beam longitudinal reinforcement and steel column connection structure |
CN106121049A (en) * | 2016-08-22 | 2016-11-16 | 合肥工业大学 | Compound shear wall is connected energy dissipation node and preparation method thereof with steel bar girder combination beam |
CN206693399U (en) * | 2017-03-16 | 2017-12-01 | 浙江绿筑集成科技有限公司 | A kind of connecting node of transfer structure for SRC beams and shear wall |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110512744A (en) * | 2019-07-29 | 2019-11-29 | 中建四局第六建筑工程有限公司 | A kind of attachment device and its construction method for postposition girder steel and shear wall |
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PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
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RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170630 |