CN108331261A - High strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure - Google Patents
High strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure Download PDFInfo
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- CN108331261A CN108331261A CN201810385383.7A CN201810385383A CN108331261A CN 108331261 A CN108331261 A CN 108331261A CN 201810385383 A CN201810385383 A CN 201810385383A CN 108331261 A CN108331261 A CN 108331261A
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- muscle
- indulges
- reinforcing bar
- anchor
- segment
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
- E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to high strength concrete filled steel tube Shear-wall Connecting Beam Useds to indulge muscle anchor structure, and the anchor structure inside shear wall includes multigroup anchoring assembly；Anchoring assembly includes two anchor ribs, and anchor rib includes integrally formed first segment reinforcing bar, second segment reinforcing bar, the arc section reinforcing bar for connecting first segment reinforcing bar and second segment reinforcing bar；The first segment reinforcing bar being anchored in shear wall is located at the side of steel pipe, and the second segment reinforcing bar being anchored in shear wall is located at the other side of steel pipe；It includes that straight anchor indulges muscle and the vertical muscle of buckle that coupling beam, which indulges muscle, and one end that straight anchor indulges muscle is anchored in coupling beam, and the other end that straight anchor indulges muscle is stretched into shear wall and is anchored in shear wall, and straight anchor indulges the side that muscle is located at steel pipe；One end that buckle indulges muscle is buckled on arc section reinforcing bar, is buckled vertical muscle and is stretched into coupling beam.The present invention solves the problems, such as that high strength concrete filled steel tube shear wall causes coupling beam vertical muscle in part that can not stretch into shear wall anchoring since edge is provided with steel pipe, belongs to building engineering field.
Description
Technical field
The present invention relates to building engineering fields more particularly to high strength concrete filled steel tube Shear-wall Connecting Beam Used to indulge muscle anchor structure.
Background technology
Shear wall is that general component pattern is widely used in architectural engineering, for undertaking vertical load (such as building
Dead weight, working load etc.) and horizontal force (such as wind, horizontal earthquake).And the appearance of high strength concrete filled steel tube shear wall, be for
When solving high-strength concrete being applied to shear wall, the problem of high strength concrete shear wall ductility and energy dissipation capacity difference.
High strength concrete filled steel tube shear wall is equidistantly to be embedded in a number of steel pipe in high strength concrete shear wall and shape
At steel concrete compound shear wall.And the steel pipe for being arranged at shear wall edge hinders part coupling beam and indulges muscle and stretches into shearing joist anchor
Gu.It may be implemented buckle and indulge muscle and be anchored in shear wall there is no any technology at present.
Invention content
For the technical problems in the prior art, the purpose of the present invention is：High strength concrete filled steel tube shear wall is provided
Coupling beam indulges muscle anchor structure, and solve high strength concrete filled steel tube shear wall causes part coupling beam vertical since edge is provided with steel pipe
Muscle can not stretch into the problem of shear wall anchoring.
In order to achieve the above object, the present invention adopts the following technical scheme that：
High strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure, and steel pipe is located at the inside of shear wall, coupling beam and shearing
Wall is connected；Anchor structure inside shear wall includes multigroup anchoring assembly；One group of anchoring assembly includes about two points
The anchor rib of cloth, U-shaped anchor rib include integrally formed first segment reinforcing bar, second segment reinforcing bar, connection first segment reinforcing bar and
The arc section reinforcing bar of second segment reinforcing bar；The first segment reinforcing bar being anchored in shear wall is located at the side of steel pipe, is anchored at shear wall
Interior second segment reinforcing bar is located at the other side of steel pipe；It includes that straight anchor indulges muscle and the vertical muscle of buckle that coupling beam, which indulges muscle, and straight anchor indulges one end of muscle
It is anchored in coupling beam, the other end that straight anchor indulges muscle is stretched into shear wall and is anchored in shear wall, and straight anchor indulges muscle and is located at steel pipe
Side；One end that buckle indulges muscle is buckled on arc section reinforcing bar, is buckled vertical muscle and is stretched into coupling beam.
It is further：Buckle indulge muscle be located at the inside of coupling beam and be located at the top of coupling beam either lower part from left view or
It is seen in right apparent direction, buckles vertical muscle and fall in the range of steel pipe.
It is further：Buckle indulges the reinforcing bar that muscle is strip-like-shaped, buckles and indulges the end of muscle and be equipped with anchoring piece, in anchoring assembly
Another arc section reinforced bar fastener in the top of anchoring piece, anchoring assembly of an arc section reinforced bar fastener in anchoring piece
Lower part.
It is further：Anchoring piece is anchor slab, buckles vertical muscle and is welded on anchor slab.
It is further：Anchoring piece is two welding bars, and two welding bar patches are welded in the both sides up and down that buckle indulges muscle end.
It is further：It includes that integrally formed first segment indulges muscle, second segment indulges muscle, connection first segment indulges muscle that buckle, which indulges muscle,
The connection lengthwise rib of muscle is indulged with second segment, first segment indulges muscle and second segment is indulged muscle and is horizontally disposed with, and connection lengthwise rib is vertically arranged, first segment
Vertical muscle is located at the top of coupling beam, and second segment indulges the lower part that muscle is located at coupling beam；Two arc section reinforcing bar cards in one group of anchoring assembly
It is buckled in the bending place of first segment reinforcing bar and connection lengthwise rib, two arc section reinforced bar fasteners in another group of anchoring assembly are in second segment
The bending place of reinforcing bar and connection lengthwise rib.
It is further：Arc section reinforcing bar is semicircle, has a diameter larger than the outer diameter of steel pipe.
It is further：The area of section of anchor rib is more than all buckles being buckled on the anchor rib and indulges the muscle gross area
1/4。
Generally speaking, the invention has the advantages that：
The present invention solves high strength concrete filled steel tube shear wall causes part coupling beam to indulge muscle since edge is provided with steel pipe
(buckle indulges muscle) can not stretch into the problem of shear wall anchoring.The vertical muscle of high strength concrete filled steel tube Shear-wall Connecting Beam Used has been filled up effectively to anchor
In the technological gap of shear wall, perfect high strength concrete filled steel tube shear wall theoretical system has and is easy to construct, and power transmission is reliable etc.
Advantage.
Description of the drawings
Fig. 1 is the structural schematic diagram of one group of anchoring assembly.
Fig. 2 is the structural schematic diagram that the first buckle indulges muscle, and it is bar dowel to buckle and indulge the anchoring piece of muscle end.
Fig. 3 is the structural schematic diagram that the first buckle indulges muscle, and it is anchor slab to buckle and indulge the anchoring piece of muscle end.
Fig. 4 is the structural schematic diagram that two second of buckles indulge muscle.
Fig. 5 is that the first buckle indulges the vertical view that muscle is anchored in using anchoring assembly in shear wall.
Fig. 6 is that the first buckle indulges the vertical profile figure that muscle is anchored in using anchoring assembly in shear wall.
Fig. 7 is that second of buckle indulges the vertical view that muscle is anchored in using anchoring assembly in shear wall.
Fig. 8 is that second of buckle indulges the vertical profile figure that muscle is anchored in using anchoring assembly in shear wall.
Fig. 9 is that second of buckle indulges the vertical profile figure that muscle is anchored in using anchoring assembly in shear wall, coupling beam connection two
A shear wall.
Specific implementation mode
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
It is now attached to what is occurred in Figure of description for the ease of uniformly checking each reference numeral inside Figure of description
Icon note is unitedly described as follows：
1 is anchor rib, and 2 indulge muscle for the first buckle, and 3 indulge muscle for second of buckle, and 4 indulge muscle for straight anchor, and 5 be steel pipe, and 6 are
Shear wall, 7 be coupling beam, and 8 be welding bar, and 9 be anchor slab, and 1-1 is first segment reinforcing bar, and 1-2 is second segment reinforcing bar, and 1-3 is arc section
Reinforcing bar, 3-1 are that first segment indulges muscle, and 3-2 is that second segment indulges muscle, and 3-3 is connection lengthwise rib.
For sake of convenience, now hereafter described orientation is described as follows：Hereafter described front-rear direction up and down and Fig. 6
The orientation of projection relation itself is consistent.
In existing high strength concrete filled steel tube shear wall, steel pipe is the inside for being positioned vertically within shear wall, coupling beam with cut
Power wall is connected, and coupling beam is parallel to ground, and for connecting two shear walls, i.e. one end of coupling beam connects coupling beam with shear wall
It connects, the other end of coupling beam is connect with another shear wall.High strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure, positioned at cutting
The anchor structure in power portion within the walls includes multigroup anchoring assembly.Anchor structure is located at the edge inside shear wall, i.e. anchor structure
Positioned at the intersection of coupling beam and shear wall.As shown in Figure 1, one group of anchoring assembly includes the anchor rib of about two distributions, this two
The structure of a anchor rib is duplicate, and an anchor rib is upper, and for an anchor rib under, two anchor ribs are one group.In U
The anchor rib of type includes integrally formed first segment reinforcing bar, second segment reinforcing bar, the circle for connecting first segment reinforcing bar and second segment reinforcing bar
Segmental arc reinforcing bar.The length of first segment reinforcing bar and second segment reinforcing bar meets《Code for design of concrete structures (GB50010-2010)》It is right
In the requirement of the anchorage length of tension reinforcement.Be anchored at the first segment reinforcing bar in shear wall be located at steel pipe side (front side or after
Side), the second segment reinforcing bar being anchored in shear wall is located at the other side (rear side or front side) of steel pipe；Arc section reinforcing bar is semicircle,
The outer diameter of steel pipe is had a diameter larger than, to which first segment reinforcing bar and second segment reinforcing bar can be stretched from the both sides of the steel pipe of shear wall end
Enter and realizes anchoring in shear wall.As shown in Fig. 5, Fig. 6, Fig. 7, Fig. 8, it includes that straight anchor indulges muscle and the vertical muscle of buckle that coupling beam, which indulges muscle, that is, is connected
Beam is indulged there are two types of muscle, and one is straight anchors to indulge muscle, and another kind is that buckle indulges muscle.Straight anchor indulges edge and rear portion that muscle is located at coupling beam front
Edge.One end that straight anchor indulges muscle is anchored in coupling beam, and the other end that straight anchor indulges muscle stretches into shear wall and is anchored at shearing
Within the walls, straight anchor indulges the side that muscle is located at steel pipe, and straight anchor is indulged muscle and stretched into shear wall from the both sides of steel pipe；Inside coupling beam and locate
Muscle is indulged in the straight anchor of forward edge and stretches into shear wall on front side of steel pipe, this straight anchor indulges the front side that muscle is located at steel pipe；Positioned at coupling beam
Internal and straight anchor in rear edge indulges muscle and stretches into shear wall on rear side of steel pipe, this straight anchor indulges the rear side that muscle is located at steel pipe.
Buckle indulges the centre that muscle is located at the inside of coupling beam and centre and lower part positioned at coupling beam top, that is, buckles vertical muscle and be located at coupling beam top
Non-edge at and the non-edge of coupling beam lower part at, that is, buckle and indulge muscle and be located between the vertical muscle of straight anchor of front and rear edges, i.e., left view or
It is seen in the right apparent direction of person, buckle vertical muscle and be located in the range of steel pipe, i.e., steel pipe has stopped the vertical muscle of buckle and stretched into shear wall.Directly
Anchor indulges muscle and is located at the edge inside coupling beam, buckles and indulges the inside that muscle is located at coupling beam.One end that buckle indulges muscle is buckled in arc section steel
On muscle, then buckles and indulge the inside that muscle stretches into coupling beam.All have in coupling beam straight anchor indulge muscle and buckle indulge muscle, straight anchor indulge muscle and
Buckle indulges the part that muscle belongs to coupling beam itself.
Buckle indulge muscle be located at coupling beam inside and be located at coupling beam top either lower part from left view or right apparent direction
It sees, buckles vertical muscle and fall in the range of steel pipe.
Buckle indulges muscle, and there are two types of forms, and as shown in Figure 2 and Figure 3, the first is：Buckle indulges the reinforcing bar that muscle is strip-like-shaped, buckle
The end of vertical muscle is equipped with anchoring piece, and an arc section reinforced bar fastener in anchoring assembly is in the top of anchoring piece, anchoring assembly
Another arc section reinforced bar fastener in the lower part of anchoring piece.Buckle positioned at coupling beam top indulges muscle, has one group of anchoring assembly can
Anchoring of the muscle in high strength concrete filled steel tube shear wall is indulged to realize to buckle, the buckle for being located at coupling beam lower part indulges muscle, there is another group
Anchoring assembly may be implemented to buckle anchoring of the vertical muscle in high strength concrete filled steel tube shear wall.
As shown in Figure 2 and Figure 3, there are many forms for anchoring piece, and one is anchoring piece is anchor slab, buckles vertical muscle and is welded on anchor slab
On.Another kind is that anchoring piece is two welding bars, and welding bar is bar dowel, and two welding bar patches are welded in buckle and indulge muscle end
Upper and lower both sides.
As shown in Fig. 4, Fig. 7, Fig. 8, Fig. 9, the form that second of buckle indulges muscle is：It includes integrally formed that buckle, which indulges muscle,
One section of vertical muscle, second segment indulge muscle, connection first segment indulges muscle and second segment indulges the connection lengthwise rib of muscle.First segment indulges muscle and second segment is vertical
Muscle is horizontally disposed, and connection lengthwise rib is vertically arranged, and first segment indulges the top that muscle is located at coupling beam, and second segment is indulged muscle and is located under coupling beam
Portion.In two kinds of anchoring assemblies, above two arc section reinforced bar fasteners in one group of anchoring assembly it is vertical in first segment reinforcing bar and connection
The bending place of muscle, the bending of two arc section reinforced bar fasteners in following set anchoring assembly in second segment reinforcing bar and connection lengthwise rib
Place.I.e. connection lengthwise rib sequentially passes through four arc section reinforcing bars, and connection lengthwise rib is located in arc section reinforcing bar and is connect with arc section reinforcing bar
It touches.The buckle of two kinds of forms is indulged muscle and can be flexibly used in mixed way.
The area of section of anchor rib is more than all buckles being buckled on the anchor rib and indulges the 1/4 of the muscle gross area.
When construction, straight anchor indulge muscle directly from the both sides of steel pipe by and stretch into shear wall and anchor；And since setting is being cut
The blocking of the steel pipe of power wall end, anchoring in shear wall can not be stretched by buckling vertical muscle, then buckle is indulged muscle and is anchored at by anchor rib
In shear wall, buckles vertical muscle and be buckled on arc section reinforcing bar, realization anchors in shear wall.This anchor structure may be implemented to buckle
Vertical anchoring of the muscle in high strength concrete filled steel tube shear wall.It when buckle indulges muscle tension, buckles and indulges muscle pulling anchor rib, and anchor
Muscle is anchored in shear wall again, to transfer force in shear wall.
The above embodiment is a preferred embodiment of the present invention, but embodiments of the present invention are not by above-described embodiment
Limitation, it is other it is any without departing from the spirit and principles of the present invention made by changes, modifications, substitutions, combinations, simplifications,
Equivalent substitute mode is should be, is included within the scope of the present invention.
Claims (8)
1. high strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor structure, steel pipe is located at the inside of shear wall, coupling beam and shear wall
It is connected；It is characterized in that：Anchor structure inside shear wall includes multigroup anchoring assembly；One group of anchoring assembly includes two
A anchor rib being distributed up and down, U-shaped anchor rib include integrally formed first segment reinforcing bar, second segment reinforcing bar, connection first
The arc section reinforcing bar of section reinforcing bar and second segment reinforcing bar；The first segment reinforcing bar being anchored in shear wall is located at the side of steel pipe, anchoring
Second segment reinforcing bar in shear wall is located at the other side of steel pipe；It includes that straight anchor indulges muscle and the vertical muscle of buckle that coupling beam, which indulges muscle, and straight anchor is vertical
One end of muscle is anchored in coupling beam, and the other end that straight anchor indulges muscle is stretched into shear wall and is anchored in shear wall, and straight anchor indulges muscle position
In the side of steel pipe；One end that buckle indulges muscle is buckled on arc section reinforcing bar, is buckled vertical muscle and is stretched into coupling beam.
2. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor structure, it is characterised in that：Buckle
Vertical muscle is located at the inside of coupling beam and either lower part buckles vertical muscle and fall from left view or right apparent direction positioned at the top of coupling beam
In the range of steel pipe.
3. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor structure, it is characterised in that：Buckle
Vertical muscle is the reinforcing bar of strip-like-shaped, and the end for buckling vertical muscle is equipped with anchoring piece, and an arc section reinforced bar fastener in anchoring assembly exists
The top of anchoring piece, another arc section reinforced bar fastener in anchoring assembly is in the lower part of anchoring piece.
4. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 3 indulges muscle anchor structure, it is characterised in that：Anchoring
Part is anchor slab, buckles vertical muscle and is welded on anchor slab.
5. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 3 indulges muscle anchor structure, it is characterised in that：Anchoring
Part is two welding bars, and two welding bar patches are welded in the both sides up and down that buckle indulges muscle end.
6. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor structure, it is characterised in that：Buckle
Vertical muscle includes that integrally formed first segment indulges muscle, second segment indulges muscle, connection first segment indulges muscle and second segment indulges the connection lengthwise rib of muscle,
First segment indulges muscle and second segment and indulges that muscle is horizontally disposed, and connection lengthwise rib is vertically arranged, and first segment indulges the top that muscle is located at coupling beam, and second
The vertical muscle of section is located at the lower part of coupling beam；Two arc section reinforced bar fasteners in one group of anchoring assembly are in first segment reinforcing bar and connection lengthwise rib
Bending place, two arc section reinforced bar fasteners in another group of anchoring assembly are in the bending place of second segment reinforcing bar and connection lengthwise rib.
7. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor structure, it is characterised in that：Circular arc
Section reinforcing bar is semicircle, has a diameter larger than the outer diameter of steel pipe.
8. high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor structure, it is characterised in that：Anchoring
The area of section of muscle is more than all buckles being buckled on the anchor rib and indulges the 1/4 of the muscle gross area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810385383.7A CN108331261B (en) | 2018-04-26 | 2018-04-26 | Steel pipe high-strength concrete shear wall connecting beam longitudinal bar anchoring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810385383.7A CN108331261B (en) | 2018-04-26 | 2018-04-26 | Steel pipe high-strength concrete shear wall connecting beam longitudinal bar anchoring structure |
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| Publication Number | Publication Date |
|---|---|
| CN108331261A true CN108331261A (en) | 2018-07-27 |
| CN108331261B CN108331261B (en) | 2023-10-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810385383.7A Active CN108331261B (en) | 2018-04-26 | 2018-04-26 | Steel pipe high-strength concrete shear wall connecting beam longitudinal bar anchoring structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853740A (en) * | 2019-03-01 | 2019-06-07 | 华南理工大学 | A kind of superposed column concrete girder connection construction and construction method |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06108460A (en) * | 1992-09-21 | 1994-04-19 | Kajima Corp | Connecting structure for underground continuous wall and underground building frame |
| JPH1150529A (en) * | 1997-07-31 | 1999-02-23 | Takenaka Komuten Co Ltd | Src precast concrete beam for constructing bearing wall such as partition wall in hotel, multiple dwelling house, etc., bearing wall constructing method using the same, and manufacture of src precast concrete beam |
| JP2002061288A (en) * | 2000-08-21 | 2002-02-28 | Railway Technical Res Inst | Joint structure for steel pipe column and beam |
| JP2002088909A (en) * | 2000-09-13 | 2002-03-27 | Nippon Steel Corp | Joint structure of steel column and reinforced concrete beam |
| JP2002227327A (en) * | 2001-01-29 | 2002-08-14 | Nkk Corp | Connection structure between h-steel column and rc earthquake resisting wall |
| RU2194129C2 (en) * | 2000-09-06 | 2002-12-10 | Силаев Сергей Борисович | Unit if joint between vertical building member and horizontal cast-in-situ reinforced-concrete member |
| CN201943218U (en) * | 2010-12-31 | 2011-08-24 | 青建集团股份公司 | Anchoring structure of steel bar of shear wall in profile steel concrete column |
| CN202227585U (en) * | 2011-08-26 | 2012-05-23 | 中国建筑东北设计研究院有限公司 | Steel plate concrete shear wall coupling beam with studs arranged at anchor ends |
| CN104153467A (en) * | 2014-05-15 | 2014-11-19 | 华南理工大学建筑设计研究院 | Device for connecting shear wall and concrete floor in construction structure and arranging method thereof |
| CN204804062U (en) * | 2015-07-14 | 2015-11-25 | 上海核工程研究设计院 | Steel sheet - concrete compound shear wall and concrete shear force wall quadrature connected node |
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN107366361A (en) * | 2017-08-30 | 2017-11-21 | 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 |
| CN208168158U (en) * | 2018-04-26 | 2018-11-30 | 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 |
-
2018
- 2018-04-26 CN CN201810385383.7A patent/CN108331261B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06108460A (en) * | 1992-09-21 | 1994-04-19 | Kajima Corp | Connecting structure for underground continuous wall and underground building frame |
| JPH1150529A (en) * | 1997-07-31 | 1999-02-23 | Takenaka Komuten Co Ltd | Src precast concrete beam for constructing bearing wall such as partition wall in hotel, multiple dwelling house, etc., bearing wall constructing method using the same, and manufacture of src precast concrete beam |
| JP2002061288A (en) * | 2000-08-21 | 2002-02-28 | Railway Technical Res Inst | Joint structure for steel pipe column and beam |
| RU2194129C2 (en) * | 2000-09-06 | 2002-12-10 | Силаев Сергей Борисович | Unit if joint between vertical building member and horizontal cast-in-situ reinforced-concrete member |
| JP2002088909A (en) * | 2000-09-13 | 2002-03-27 | Nippon Steel Corp | Joint structure of steel column and reinforced concrete beam |
| JP2002227327A (en) * | 2001-01-29 | 2002-08-14 | Nkk Corp | Connection structure between h-steel column and rc earthquake resisting wall |
| CN201943218U (en) * | 2010-12-31 | 2011-08-24 | 青建集团股份公司 | Anchoring structure of steel bar of shear wall in profile steel concrete column |
| CN202227585U (en) * | 2011-08-26 | 2012-05-23 | 中国建筑东北设计研究院有限公司 | Steel plate concrete shear wall coupling beam with studs arranged at anchor ends |
| CN104153467A (en) * | 2014-05-15 | 2014-11-19 | 华南理工大学建筑设计研究院 | Device for connecting shear wall and concrete floor in construction structure and arranging method thereof |
| CN204804062U (en) * | 2015-07-14 | 2015-11-25 | 上海核工程研究设计院 | Steel sheet - concrete compound shear wall and concrete shear force wall quadrature connected node |
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN107366361A (en) * | 2017-08-30 | 2017-11-21 | 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 |
| CN208168158U (en) * | 2018-04-26 | 2018-11-30 | 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 |
Non-Patent Citations (3)
| Title |
|---|
| 方小丹;蒋标;韦宏;周越洲;江毅;赖洪涛;: "钢管高强混凝土剪力墙轴心受压试验研究", 建筑结构学报, no. 03 * |
| 方小丹;韦宏;姚正钦;: "钢管高强混凝土剪力墙受拉性能试验研究", 建筑结构学报, no. 05 * |
| 韦宏;陈添明;刘庆辉;: "钢筋混凝土梁-方钢管混凝土柱环梁节点静力试验研究及设计方法", 建筑结构学报, no. 01 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853740A (en) * | 2019-03-01 | 2019-06-07 | 华南理工大学 | A kind of superposed column concrete girder connection construction and construction method |
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| Publication number | Publication date |
|---|---|
| CN108331261B (en) | 2023-10-20 |
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