CN205153144U - Joint construction of shear force corner portion and slant girder steel - Google Patents
Joint construction of shear force corner portion and slant girder steel Download PDFInfo
- Publication number
- CN205153144U CN205153144U CN201520983183.3U CN201520983183U CN205153144U CN 205153144 U CN205153144 U CN 205153144U CN 201520983183 U CN201520983183 U CN 201520983183U CN 205153144 U CN205153144 U CN 205153144U
- Authority
- CN
- China
- Prior art keywords
- girder steel
- shear wall
- steel
- corner portion
- utility
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 60
- 239000010959 steel Substances 0.000 title claims abstract description 60
- 238000010276 construction Methods 0.000 title abstract description 8
- 239000004567 concrete Substances 0.000 claims abstract description 35
- 230000002787 reinforcement Effects 0.000 claims description 5
- 238000009435 building construction Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a joint construction of shear force corner portion and slant girder steel belongs to building construction field. The utility model discloses a joint construction of shear force corner portion and slant girder steel, including shear force corner portion and girder steel, shear force corner portion be connected with the concrete bracket, the concrete bracket in pre -buriedly have a pre -buried connecting piece, pre -buried connecting piece pass through steel corbel and slant girder steel and link to each other. The utility model discloses, simple structure, design benefit, it is convenient and firm to be connected between the construction convenience, shear force corner portion and slant girder steel.
Description
Technical field
The utility model relates to a kind of connecting structure, more particularly, relates to the connecting structure of a kind of shear wall bight and oblique girder steel.
Background technology
Steel-concrete combined structure is after being combined by shaped steel or steel pipe and concrete, cooperative a kind of form of structure.The application of steel-concrete combined structure starts from 1897, and the JohnLally of the U.S. initiates the load-bearing pillar that fill concrete in round steel pipe is used as house; The 1950's, through the research of the scientists and engineers of the former Soviet Union, in the textbook of reinforced concrete structure, propose " steel reinforced concrete " this concept.To the eighties in 20th century, when reinforced concrete structure and common steel work all can not meet actual requirement of engineering, steel-concrete combined structure is just comparatively fast developed.The comparatively distinct issues of encountering in current engineering design have: 1, the axial force of post is increasing; 2, seismic design requires to improve to structure or component ductility level; 3, the ability of structure opposing incident needs to improve; 4, the life requirement of structure improves; For above four problems, in high level, Super High, large pillar net, longspan structure design, all there is reinforced concrete structure and the inapplicable difficult problem of steel work.Steel-concrete combined structure is adopted to be one of method effectively addressed these problems.In steel-concrete combined structure, node is that under the key position, particularly seismic force effects forming frame construction, when structure enters the plastic stage, node is to the globality of total and structurally play key effect.And the form of node is divided by moment of flexure transmission effect, rigid joint, hinged joint and structures with semi-rigid joints can be divided into; Divide by moment of flexure transfer mode, connections with stiffening ring, bending resistance reinforcing bar node, ring beam joint and hybrid node can be divided into; Divide by vertical shear transfer mode, can bearing pin type node, shear web node, anti-shear ring node etc.; Whether be directly delivered to core concrete by beam-ends horizontal shear and can be divided into non-punching node and punching node two class.And steel-concrete combined structure is as the connection between shear wall bight and oblique girder steel.
Summary of the invention
1. the utility model technical problem that will solve
The purpose of this utility model is that overcoming existing shear wall bight is connected unsteady deficiency with between oblique girder steel, provide the connecting structure of a kind of shear wall bight and oblique girder steel, adopt the technical solution of the utility model, structure is simple, design ingenious, easy construction, easy to connect and firm between shear wall bight and oblique girder steel.
2. technical scheme
For achieving the above object, the technical scheme that the utility model provides is:
The connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel, comprises shear wall bight and girder steel, and described shear wall bight is connected with concrete bracket; Built-in connection is embedded with in described concrete bracket; Described built-in connection is connected with oblique girder steel by steel corbel.
Further, described shear wall bight is carried out concreting and is formed together with concrete bracket; Longitudinal reinforcement and stirrup is provided with in described concrete bracket.
Further, the dowel of described built-in connection anchors into concrete bracket inside, and anchor slab and the steel corbel of built-in connection are connected.
Further, be connected by junction plate between described steel corbel with oblique girder steel.
3. beneficial effect
The technical scheme adopting the utility model to provide, compared with existing known technology, has following beneficial effect:
(1) connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel, its shear wall bight is connected with concrete bracket, built-in connection is embedded with in concrete bracket, built-in connection is connected with oblique girder steel by steel corbel, structure is simple, structure is convenient, solves shear wall bight and the problem be not easily connected between girder steel, and it is firm and firm to connect;
(2) connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel, its shear wall bight is carried out concreting and is formed together with concrete bracket, be provided with longitudinal reinforcement and stirrup in concrete bracket, make stable connection between shear wall bight and concrete bracket;
(3) connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel, the dowel of its built-in connection anchors into concrete bracket inside, and anchor slab and the steel corbel of built-in connection are connected, and structure is simple, and structure is convenient, stable connection;
(4) connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel, is connected by junction plate between its steel corbel with oblique girder steel, easy to connect and firm.
Accompanying drawing explanation
Fig. 1 is the structural representation of the connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel;
Fig. 2 is the a-a sectional view of the connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel;
Fig. 3 is the b-b sectional view of the connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel;
Fig. 4 is the schematic diagram of built-in connection in the utility model.
Label declaration in schematic diagram: 1, shear wall bight; 2, concrete bracket; 3, built-in connection; 31, dowel; 32, anchor slab; 4, steel corbel; 5, oblique girder steel; 6, junction plate.
Detailed description of the invention
For understanding content of the present utility model further, in conjunction with the accompanying drawings and embodiments the utility model is described in detail.
Embodiment
Composition graphs 1, Fig. 2, Fig. 3 and Fig. 4, a kind of shear wall bight of the present embodiment and the connecting structure of oblique girder steel, comprise shear wall bight 1 and oblique girder steel 5, shear wall bight 1 is connected with concrete bracket 2; Built-in connection 3 is embedded with in concrete bracket 2; Built-in connection 3 is connected with oblique girder steel 5 by steel corbel 4, and structure is simple, easy construction, and it is firm and firmly to connect; Concrete syndeton is: shear wall bight 1 is carried out concreting and formed together with concrete bracket 2; Longitudinal reinforcement and stirrup is provided with in concrete bracket 2, longitudinal reinforcement stretches in shear wall bight 1, be connected firmly between shear wall bight 1 and concrete bracket 2, the dowel 31 of built-in connection 3 anchors into concrete bracket 2 inside, anchor slab 32 and the steel corbel 4 of built-in connection 3 are connected, and are connected between steel corbel 4 with oblique girder steel 5 by junction plate 6.
The connecting structure of a kind of shear wall bight of the present utility model and oblique girder steel, structure is simple, easy construction, easy to connect and firm between shear wall bight and oblique girder steel.
Schematically above be described the utility model and embodiment thereof, this description does not have restricted, and also just one of the embodiment of the present utility model shown in accompanying drawing, actual structure is not limited thereto.So, if those of ordinary skill in the art enlightens by it, when not departing from the utility model and creating aim, design the frame mode similar to this technical scheme and embodiment without creationary, protection domain of the present utility model all should be belonged to.
Claims (4)
1. a connecting structure for shear wall bight and oblique girder steel, comprises shear wall bight (1) and girder steel (5), it is characterized in that: described shear wall bight (1) is connected with concrete bracket (2); Built-in connection (3) is embedded with in described concrete bracket (2); Described built-in connection (3) is connected with oblique girder steel (5) by steel corbel (4).
2. the connecting structure of a kind of shear wall bight according to claim 1 and oblique girder steel, is characterized in that: described shear wall bight (1) is carried out concreting and formed together with concrete bracket (2); Longitudinal reinforcement and stirrup is provided with in described concrete bracket (2).
3. the connecting structure of a kind of shear wall bight according to claim 2 and oblique girder steel, it is characterized in that: the dowel (31) of described built-in connection (3) anchors into concrete bracket (2) inside, and anchor slab (32) and the steel corbel (4) of built-in connection (3) are connected.
4. the connecting structure of a kind of shear wall bight according to claim 3 and oblique girder steel, is characterized in that: described steel corbel (4) is connected by junction plate (6) with between oblique girder steel (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520983183.3U CN205153144U (en) | 2015-12-01 | 2015-12-01 | Joint construction of shear force corner portion and slant girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520983183.3U CN205153144U (en) | 2015-12-01 | 2015-12-01 | Joint construction of shear force corner portion and slant girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153144U true CN205153144U (en) | 2016-04-13 |
Family
ID=55688856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520983183.3U Expired - Fee Related CN205153144U (en) | 2015-12-01 | 2015-12-01 | Joint construction of shear force corner portion and slant girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205153144U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565802A (en) * | 2019-08-16 | 2019-12-13 | 青岛理工大学 | steel tube bundle combined shear wall and steel beam connecting node |
| CN113737960A (en) * | 2021-08-06 | 2021-12-03 | 水利部交通运输部国家能源局南京水利科学研究院 | Bracket with combined fixing plate wall corner |
-
2015
- 2015-12-01 CN CN201520983183.3U patent/CN205153144U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565802A (en) * | 2019-08-16 | 2019-12-13 | 青岛理工大学 | steel tube bundle combined shear wall and steel beam connecting node |
| CN113737960A (en) * | 2021-08-06 | 2021-12-03 | 水利部交通运输部国家能源局南京水利科学研究院 | Bracket with combined fixing plate wall corner |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204023778U (en) | The connected node of prefabricated assembled concrete beam column | |
| WO2020181794A1 (en) | Fabricated self-restoration pitch point | |
| CN105133731B (en) | A kind of assembled steel performance | |
| CN107905251A (en) | A kind of module prestressing force Retaining Wall and its assembly method | |
| CN207419711U (en) | Steel plate shear force wall and the connection structure of steel bar girder floor plates | |
| CN206428809U (en) | Assembling frame Structure Beam-column node | |
| CN202466890U (en) | Prefabricated concrete-filled steel tube lateral frame shear wall | |
| CN102704597A (en) | Encased concrete composite shear wall embedded with dense steel plate beams between concrete-filled steel tube columns and construction method thereof | |
| CN102767251A (en) | Shear wall-support structure system | |
| CN202280149U (en) | Semi-rigid frame-slotted steel plate shear wall structure | |
| CN204023777U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN207727762U (en) | Assembled beam-column connecting node | |
| CN203238845U (en) | Cantilever beam component with high load-bearing capacity | |
| CN202227586U (en) | Steel structure concrete composite beam | |
| CN205712508U (en) | Run through iris type multi-chamber concrete filled steel tube coupled column steel beam joint | |
| CN101666086B (en) | Cement cast-in-situ pile of prefabricated part and construction method thereof | |
| CN209308045U (en) | A kind of double-row pile device of assembled overlapping connection beam and cover board | |
| CN204715539U (en) | A kind of round steel pipe binding type steel concrete column and reinforced concrete beam node structure | |
| CN205153151U (en) | Joint construction of I shaped steel roof beam and rectangle counterfort | |
| CN216740016U (en) | Cold-formed thin-wall steel keel for assembled concrete beam | |
| CN205577106U (en) | Well roof beam is directly shelved in capital formula beam column articulation node | |
| CN204940335U (en) | The vertical supporting system of reverse construction | |
| CN206646645U (en) | The connecting joint structure of girder steel and column | |
| CN203669204U (en) | Trussed steel reinforced concrete coupling beam | |
| CN208009645U (en) | A kind of improved node for steel reinforced concrete structure beam-to-column joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 213022 No. 11 middle Taihu Road, Xinbei District, Jiangsu, Changzhou Patentee after: DESIGN OF CENTURY ARCHITECTURE (JIANGSU) CO.,LTD. Address before: 213022 No. 11 middle Taihu Road, Xinbei District, Jiangsu, Changzhou Patentee before: JIANGSU ICDA ARCHITECTURAL DESIGN Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 213022 No. 11 Taihu Middle Road, Xinbei District, Changzhou, Jiangsu Patentee after: JIANGSU ICDA ARCHITECTURAL DESIGN Co.,Ltd. Address before: 213022 No. 11 Taihu Middle Road, Xinbei District, Changzhou, Jiangsu Patentee before: DESIGN OF CENTURY ARCHITECTURE (JIANGSU) CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160413 Termination date: 20211201 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |