CN107366361A - A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint - Google Patents
A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint Download PDFInfo
- Publication number
- CN107366361A CN107366361A CN201710761365.XA CN201710761365A CN107366361A CN 107366361 A CN107366361 A CN 107366361A CN 201710761365 A CN201710761365 A CN 201710761365A CN 107366361 A CN107366361 A CN 107366361A
- Authority
- CN
- China
- Prior art keywords
- steel
- steel pipe
- concrete
- flat
- profile
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 210
- 239000010959 steel Substances 0.000 title claims abstract description 210
- 230000002787 reinforcement Effects 0.000 claims abstract description 25
- 238000003466 welding Methods 0.000 claims abstract description 18
- 238000005192 partition Methods 0.000 claims description 21
- 238000005266 casting Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention proposes a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint, working procedure complexity, cost are high during solving the problems, such as that steel column connects with beam in the prior art, including Flat steel pipe and H profile steel, fluting I is provided with the side wall of Flat steel pipe, dividing plate is provided with fluting I, the web of the U-shaped reinforcement of left side welding of dividing plate, the outside setting connecting plate of the Flat steel pipe, connecting plate and H profile steel is bolted；In the use of the present invention, setting bracing piece on Flat steel pipe, internal casting concrete, it is allowed to be connected, substantially increases structure overall intensity, rigidity and stability.
Description
Technical field
The present invention relates to building field, particularly relates to a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel and connects
Connect node.
Background technology
Architectural industrialization is the only way of Building Trade in China development, rapid development and information with world today's science and technology
The arrival in epoch, and country greatly develop assigning for assembled architecture policy bonus, and architectural industrialization production has no longer been distant
Remote dream, and steel structure system building is just suitable for industrialization production.The continuous lifting and innovation of steel building technology, to build
That builds is standardized, is diversified, be personalized, and solid foundation has been established in particularly industrialization.
At present, domestic steel structure technique is mostly steel frame system, steel frame-concrete core cylinder system, steel framework
Frame-shear wall system, steel frame support system etc..Pillar uses rectangular steel-tube concrete column more in structure, and beam uses H profile steel
Beam, when steel column is connected with girder steel, no matter using inner diaphragm joint or Through diagram formula node, it can all be brought to processing very big
Trouble, reduce industrialization degree, increase cost of manufacture.
The content of the invention
The present invention proposes a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint, solves existing
The problem of working procedure is complicated when steel column connects with beam in technology, cost is high.
The technical proposal of the invention is realized in this way：
A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint, including Flat steel pipe and H profile steel, Flat steel pipe
Side wall on be provided with fluting I, be provided with dividing plate in the I that slots, U-shaped reinforcement is welded in the left side of dividing plate, the Flat steel pipe it is outer
The web of side setting connecting plate, connecting plate and H profile steel is bolted.
The U-shaped reinforcement and dividing plate are provided with two, are provided with connecting hole on the connecting plate, dividing plate at described two
Right side welded respectively with lower flange in H profile steel, the dividing plate and the two-sided weld all around of Flat steel pipe.
A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint, including Flat steel pipe and H profile steel, it is flat
Fluting A is provided with the side wall of steel pipe, matched groove profile part is provided with the A that slots, is welded in groove profile part in being provided with
U-shaped reinforcement is welded on dividing plate, the left side of internal partition, and the outside of the Flat steel pipe sets the web of connecting plate, connecting plate and H profile steel
It is bolted, the right end sidewalls of the groove profile part and the upper lower flange of H profile steel are welded.
The U-shaped reinforcement and internal partition are provided with two, and connecting hole is provided with the connecting plate.
There is peg from outside weldings in quincunx on the Flat steel pipe.
There is Ribbed Bar from outside weldings in quincunx on the Flat steel pipe.
There is rivet in the quincunx riveting from outside on the Flat steel pipe.
Connecting hole is provided with connecting plate of the present invention, connecting plate is first fixedly connected with H profile steel web with bolt, then welded again
Dividing plate and upper and lower flange plate are connect, prevents deformation；The Flat steel pipe of the present invention forms shearing wall column, and the section that it is formed is small, can
To be hidden within the walls, building actual use area is added on the premise of building function requirement is met；The present invention is in Flat steel pipe
Interior fill concrete, the performance of two kinds of materials of steel and concrete can be made full use of, improve the bending resistance, resistance to compression and shearing resistance of Flat steel pipe
Performance.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the front view of Flat steel pipe in embodiment 1-3；
Fig. 2 is the connection diagram of Flat steel pipe and H profile steel in embodiment 1-3；
Fig. 3 is Fig. 2 A-A sectional views；
Fig. 4 is the front view of Flat steel pipe in embodiment 4-6；
Fig. 5 is the connection diagram of Flat steel pipe and H profile steel in embodiment 4-6；
Fig. 6 is Fig. 5 B-B sectional views；
Fig. 7 is the sectional view that peg is set in Flat steel pipe；
Fig. 8 is the sectional view that Ribbed Bar is set in Flat steel pipe；
Fig. 9 is the sectional view that rivet is set in Flat steel pipe.
In figure：1st, Flat steel pipe 2, H profile steel 3, connecting plate 4, dividing plate 5, bolt 6, top flange weld seam 7, lower flange weldering
Seam 8, U-shaped reinforcement 9, peg 10, Ribbed Bar 11, rivet 12, groove profile part 13, internal partition.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not paid
Embodiment, belong to the scope of protection of the invention.
Embodiment 1
As shown in Fig. 1,2,3,7, the embodiments of the invention provide a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel
Connecting node, including Flat steel pipe 1 and H profile steel 2, fluting I is provided with the side wall of Flat steel pipe 1, dividing plate 4 is provided with the I that slots, every
U-shaped reinforcement 8 is welded in the left side of plate 4, and the outside of the Flat steel pipe 1 sets connecting plate 3, and connecting plate 3 and the web of H profile steel 2 lead to
Bolt 5 is crossed to connect.
The U-shaped reinforcement 8 and dividing plate 4 are provided with two, are provided with connecting hole on the connecting plate 3, at described two
The right side of dividing plate 4 is welded with lower flange in H profile steel 2 respectively, the dividing plate 4 and 1 two-sided weld all around of Flat steel pipe.
There is peg 9 from outside weldings in quincunx on the Flat steel pipe 1.
The present invention is not required to elongated arrangement internal partition in band steel plate 1, and Flat steel pipe 1 and the one side of H profile steel 2 pass through connecting plate 3
It is fixed, on the other hand welded by lower flange on dividing plate 4 and H profile steel 2, during use in Flat steel pipe casting concrete, the company of being allowed to
Integrally, structure overall intensity, rigidity and stability are substantially increased.
Embodiment 2
As shown in Fig. 1,2,3,8, the embodiments of the invention provide a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel
Connecting node, including Flat steel pipe 1 and H profile steel 2, fluting I is provided with the side wall of Flat steel pipe 1, dividing plate 4 is provided with the I that slots, every
U-shaped reinforcement 8 is welded in the left side of plate 4, and the outside of the Flat steel pipe 1 sets connecting plate 3, and connecting plate 3 and the web of H profile steel 2 lead to
Bolt 5 is crossed to connect.
The U-shaped reinforcement 8 and dividing plate 4 are provided with two, are provided with connecting hole on the connecting plate 3, at described two
The right side of dividing plate 4 is welded with lower flange in H profile steel 2 respectively, the dividing plate 4 and 1 two-sided weld all around of Flat steel pipe.
There is Ribbed Bar 10 from outside weldings in quincunx on the Flat steel pipe 1.
The present invention is not required to elongated arrangement internal partition in band steel plate 1, and Flat steel pipe 1 and the one side of H profile steel 2 pass through connecting plate 3
It is fixed, on the other hand welded by lower flange on dividing plate 4 and H profile steel 2, during use in Flat steel pipe casting concrete, the company of being allowed to
Integrally, structure overall intensity, rigidity and stability are substantially increased.
Embodiment 3
As shown in Fig. 1,2,3,9, the embodiments of the invention provide a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel
Connecting node, including Flat steel pipe 1 and H profile steel 2, fluting I is provided with the side wall of Flat steel pipe 1, dividing plate 4 is provided with the I that slots, every
U-shaped reinforcement 8 is welded in the left side of plate 4, and the outside of the Flat steel pipe 1 sets connecting plate 3, and connecting plate 3 and the web of H profile steel 2 lead to
Bolt 5 is crossed to connect.
The U-shaped reinforcement 8 and dividing plate 4 are provided with two, are provided with connecting hole on the connecting plate 3, at described two
The right side of dividing plate 4 is welded with lower flange in H profile steel 2 respectively, the dividing plate 4 and 1 two-sided weld all around of Flat steel pipe.
There is rivet 11 in the quincunx riveting from outside on the Flat steel pipe 1.
The present invention is not required to elongated arrangement internal partition in band steel plate 1, and Flat steel pipe 1 and the one side of H profile steel 2 pass through connecting plate 3
It is fixed, on the other hand welded by lower flange on dividing plate 4 and H profile steel 2, during use in Flat steel pipe casting concrete, the company of being allowed to
Integrally, structure overall intensity, rigidity and stability are substantially increased.
Embodiment 4
As shown in FIG. 4,5,6, 7, the embodiments of the invention provide a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel
Connecting node, including Flat steel pipe 1 and H profile steel 2, fluting A is provided with the side wall of Flat steel pipe 1, phase therewith is provided with the A that slots
The groove profile part 12 matched somebody with somebody, the interior welding of groove profile part 12 are provided with internal partition 13, and U-shaped reinforcement 8 is welded on the left side of internal partition 13, described flat
The outside of steel pipe 1 sets connecting plate 3, and connecting plate 3 is connected with the web of H profile steel 2 by bolt 5, the right-hand member of the groove profile part 12
Weld the upper lower flange of side wall and H profile steel 2.
The U-shaped reinforcement 8 and internal partition 13 are provided with two, and connecting hole is provided with the connecting plate 3.
There is peg 9 from outside weldings in quincunx on the Flat steel pipe 1.
The present invention is not required to elongated arrangement internal partition in band steel plate 1, can be in advance by groove profile part 12, U-shaped reinforcement 8, interior
The welding of dividing plate 13 is completed, and then groove profile part 12 welds with band steel plate 1, and connecting plate 3 welds with groove profile part 12 again；Band steel plate 1 and H types
When steel 2 connects at the construction field (site), connecting plate 3 and the web of H profile steel 2 need to be only connected with, band steel plate 1 and bottom wing in H profile steel 2
Edge welds, and so as to simplify working procedure, improves operating efficiency；After connection in Flat steel pipe casting concrete, be allowed to be linked to be
One, substantially increase structure overall intensity, rigidity and stability.
Embodiment 5
As shown in Fig. 4,5,6,8, the embodiments of the invention provide a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel
Connecting node, including Flat steel pipe 1 and H profile steel 2, fluting A is provided with the side wall of Flat steel pipe 1, phase therewith is provided with the A that slots
The groove profile part 12 matched somebody with somebody, the interior welding of groove profile part 12 are provided with internal partition 13, and U-shaped reinforcement 8 is welded on the left side of internal partition 13, described flat
The outside of steel pipe 1 sets connecting plate 3, and connecting plate 3 is connected with the web of H profile steel 2 by bolt 5, the right-hand member of the groove profile part 12
Weld the upper lower flange of side wall and H profile steel 2.
The U-shaped reinforcement 8 and internal partition 13 are provided with two, and connecting hole is provided with the connecting plate 3.
There is Ribbed Bar 10 from outside weldings in quincunx on the Flat steel pipe 1.
The present invention is not required to elongated arrangement internal partition in band steel plate 1, can be in advance by groove profile part 12, U-shaped reinforcement 8, interior
The welding of dividing plate 13 is completed, and then groove profile part 12 welds with band steel plate 1, and connecting plate 3 welds with groove profile part 12 again；Band steel plate 1 and H types
When steel 2 connects at the construction field (site), connecting plate 3 and the web of H profile steel 2 need to be only connected with, band steel plate 1 and bottom wing in H profile steel 2
Edge welds, and so as to simplify working procedure, improves operating efficiency；After connection in Flat steel pipe casting concrete, be allowed to be linked to be
One, substantially increase structure overall intensity, rigidity and stability.
Embodiment 6
As shown in Fig. 4,5,6,9, the embodiments of the invention provide a kind of concrete-filled steel tube shear wall, steel core concrete column and girder steel
Connecting node, including Flat steel pipe 1 and H profile steel 2, fluting A is provided with the side wall of Flat steel pipe 1, phase therewith is provided with the A that slots
The groove profile part 12 matched somebody with somebody, the interior welding of groove profile part 12 are provided with internal partition 13, and U-shaped reinforcement 8 is welded on the left side of internal partition 13, described flat
The outside of steel pipe 1 sets connecting plate 3, and connecting plate 3 is connected with the web of H profile steel 2 by bolt 5, the right-hand member of the groove profile part 12
Weld the upper lower flange of side wall and H profile steel 2.
The U-shaped reinforcement 8 and internal partition 13 are provided with two, and connecting hole is provided with the connecting plate 3.
There is rivet 11 in the quincunx riveting from outside on the Flat steel pipe 1.
The present invention is not required to elongated arrangement internal partition in band steel plate 1, can be in advance by groove profile part 12, U-shaped reinforcement 8, interior
The welding of dividing plate 13 is completed, and then groove profile part 12 welds with band steel plate 1, and connecting plate 3 welds with groove profile part 12 again；Band steel plate 1 and H types
When steel 2 connects at the construction field (site), connecting plate 3 and the web of H profile steel 2 need to be only connected with, band steel plate 1 and bottom wing in H profile steel 2
Edge welds, and so as to simplify working procedure, improves operating efficiency；After connection in Flat steel pipe casting concrete, be allowed to be linked to be
One, substantially increase structure overall intensity, rigidity and stability.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (7)
1. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint, it is characterised in that：Including Flat steel pipe
（1）And H profile steel（2）, Flat steel pipe（1）Side wall on be provided with fluting I, slot I in be provided with dividing plate（4）, dividing plate（4）Left side
Weld U-shaped reinforcement（8）, the Flat steel pipe（1）Outside set connecting plate（3）, connecting plate（3）With H profile steel（2）Web lead to
Cross bolt（5）Connection.
2. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint according to claim 1, it is special
Sign is：The U-shaped reinforcement（8）And dividing plate（4）It is provided with two, the connecting plate（3）On be provided with connecting hole, it is described
Dividing plate at two（4）Right side respectively with H profile steel（2）Upper lower flange welding, the dividing plate（4）With Flat steel pipe（1）Two-sided weld all around.
3. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint, it is characterised in that：Including Flat steel pipe
（1）And H profile steel（2）, Flat steel pipe（1）Side wall on be provided with fluting A, slot A in be provided with matched groove profile part
（12）, groove profile part（12）Interior welding is provided with internal partition（13）, internal partition（13）The left side weld U-shaped reinforcement（8）, it is described flat
Steel pipe（1）Outside set connecting plate（3）, connecting plate（3）With H profile steel（2）Web pass through bolt（5）Connection, the groove profile
Part（12）Right end sidewalls and H profile steel（2）Upper lower flange welding.
4. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint according to claim 3, it is special
Sign is：The U-shaped reinforcement（8）And internal partition（13）It is provided with two, the connecting plate（3）On be provided with connecting hole.
5. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint according to claim 1 or 3,
It is characterized in that：The Flat steel pipe（1）It is upper to have peg from outside weldings in quincunx（9）.
6. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint according to claim 1 or 3,
It is characterized in that：The Flat steel pipe（1）It is upper to have Ribbed Bar from outside weldings in quincunx（10）.
7. a kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint according to claim 1 or 3,
It is characterized in that：The Flat steel pipe（1）It is upper to have rivet in the quincunx riveting from outside（11）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710761365.XA CN107366361B (en) | 2017-08-30 | 2017-08-30 | Steel pipe concrete shear wall, steel pipe concrete column and girder steel connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710761365.XA CN107366361B (en) | 2017-08-30 | 2017-08-30 | Steel pipe concrete shear wall, steel pipe concrete column and girder steel connected node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107366361A true CN107366361A (en) | 2017-11-21 |
| CN107366361B CN107366361B (en) | 2023-11-14 |
Family
ID=60312029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710761365.XA Active CN107366361B (en) | 2017-08-30 | 2017-08-30 | Steel pipe concrete shear wall, steel pipe concrete column and girder steel connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107366361B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331261A (en) * | 2018-04-26 | 2018-07-27 | 华南理工大学建筑设计研究院 | High strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure |
| CN108487636A (en) * | 2018-04-26 | 2018-09-04 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete compound shear wall assembled-type house construction method |
| CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
| CN109356283A (en) * | 2018-11-30 | 2019-02-19 | 中国十七冶集团有限公司 | A kind of assembling type steel structure staggered truss node connecting structure and construction method |
| CN110042863A (en) * | 2019-04-29 | 2019-07-23 | 中铁第四勘察设计院集团有限公司 | Complete combined assembled subway station subterranean wall and prefabricated middle plate node and construction method |
| CN110424535A (en) * | 2019-05-08 | 2019-11-08 | 广西建工集团第五建筑工程有限责任公司 | One kind being suitable for the concealed bean column node of more high-rise assembling type steel structure houses and construction method |
| CN110630034A (en) * | 2019-10-29 | 2019-12-31 | 中冶沈勘秦皇岛工程设计研究总院有限公司 | Steel beam and existing reinforced concrete column hinged joint and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0790930A (en) * | 1993-09-22 | 1995-04-04 | Ohbayashi Corp | Joint unit between reinforced concrete column and steel framed beam |
| CN203866980U (en) * | 2014-05-21 | 2014-10-08 | 山东科技大学 | Rectangular steel tube concrete column and steel beam insert board anchored connection node |
| CN204059608U (en) * | 2014-08-29 | 2014-12-31 | 杭州童根树建筑结构设计事务所有限公司 | A kind of sticking board type mental node be connected with Flat steel pipe concrete column for girder steel |
| CN207194179U (en) * | 2017-08-30 | 2018-04-06 | 中建七局安装工程有限公司 | A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint |
-
2017
- 2017-08-30 CN CN201710761365.XA patent/CN107366361B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0790930A (en) * | 1993-09-22 | 1995-04-04 | Ohbayashi Corp | Joint unit between reinforced concrete column and steel framed beam |
| CN203866980U (en) * | 2014-05-21 | 2014-10-08 | 山东科技大学 | Rectangular steel tube concrete column and steel beam insert board anchored connection node |
| CN204059608U (en) * | 2014-08-29 | 2014-12-31 | 杭州童根树建筑结构设计事务所有限公司 | A kind of sticking board type mental node be connected with Flat steel pipe concrete column for girder steel |
| CN207194179U (en) * | 2017-08-30 | 2018-04-06 | 中建七局安装工程有限公司 | A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331261A (en) * | 2018-04-26 | 2018-07-27 | 华南理工大学建筑设计研究院 | High strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure |
| CN108487636A (en) * | 2018-04-26 | 2018-09-04 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete compound shear wall assembled-type house construction method |
| CN108487636B (en) * | 2018-04-26 | 2019-11-15 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete compound shear wall assembled-type house construction method |
| CN108331261B (en) * | 2018-04-26 | 2023-10-20 | 华南理工大学建筑设计研究院有限公司 | Steel pipe high-strength concrete shear wall connecting beam longitudinal bar anchoring structure |
| CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
| CN109356283A (en) * | 2018-11-30 | 2019-02-19 | 中国十七冶集团有限公司 | A kind of assembling type steel structure staggered truss node connecting structure and construction method |
| CN110042863A (en) * | 2019-04-29 | 2019-07-23 | 中铁第四勘察设计院集团有限公司 | Complete combined assembled subway station subterranean wall and prefabricated middle plate node and construction method |
| CN110042863B (en) * | 2019-04-29 | 2024-05-03 | 中铁第四勘察设计院集团有限公司 | Full-composite assembled subway station underground wall and prefabricated middle plate node and construction method |
| CN110424535A (en) * | 2019-05-08 | 2019-11-08 | 广西建工集团第五建筑工程有限责任公司 | One kind being suitable for the concealed bean column node of more high-rise assembling type steel structure houses and construction method |
| CN110630034A (en) * | 2019-10-29 | 2019-12-31 | 中冶沈勘秦皇岛工程设计研究总院有限公司 | Steel beam and existing reinforced concrete column hinged joint and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107366361B (en) | 2023-11-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107366361A (en) | A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint | |
| CN105569191A (en) | Steel-encased concrete composite beam-steel pipe column connection joint | |
| CN103334499B (en) | A kind of beam column node connection device | |
| CN205369542U (en) | Concrete beam longitudinal reinforcement and steel column connection structure | |
| CN207122001U (en) | A kind of connecting node of square steel tube beam and the full bolt of steel pipe column | |
| CN208586762U (en) | Flashlight cartridge type integration assembling type steel structure column beam contact composite structure | |
| CN208563601U (en) | A kind of concrete column-steel beam combined joint | |
| CN105696730A (en) | Concrete-filled steel tube frame column-steel plate shear wall system and construction method | |
| CN103510625A (en) | Top-bottom T-shaped steel type node for connecting H-shaped steel beam with rectangular tubular column through unilateral bolts | |
| CN106592764A (en) | Combined steel prop equivalent wall unit | |
| CN212104574U (en) | Floor board and shear wall corner steel construction for assembly type building | |
| CN205502246U (en) | Outsourcing steel -concrete composite beam - steel -pipe column connected node | |
| CN207194179U (en) | A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint | |
| CN109797891A (en) | The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method | |
| CN207295999U (en) | Girder steel and steel core concrete column Hybrid connections node | |
| CN211774633U (en) | Outer frame roof beam and concrete core section of thick bamboo inner steel bone post connected node in super high-rise structure | |
| CN112523367A (en) | Steel beam and concrete filled steel tube vertical member assembled side plate node | |
| KR20190041276A (en) | Thrust Structure Using Double Steel Tube and Construction Method Therefor | |
| CN209989984U (en) | Assembled steel pipe concrete edge constraint superimposed shear wall combination | |
| CN201485968U (en) | Node connecting structure of box-shaped post and framework beam | |
| CN207892024U (en) | A kind of reinforcement type bean column node | |
| CN207660193U (en) | A kind of overlength eaves gutter applied in assembling type steel structure building | |
| CN207392236U (en) | A kind of composite beam and sandwich wall connecting node | |
| CN215406560U (en) | Connection node of sectional type steel pipe confined concrete column and concrete beam | |
| CN212583050U (en) | Preformed column with reserved steel bars |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |