CN204703310U - Concrete column reinforcing joint structure - Google Patents
Concrete column reinforcing joint structure Download PDFInfo
- Publication number
- CN204703310U CN204703310U CN201520153762.5U CN201520153762U CN204703310U CN 204703310 U CN204703310 U CN 204703310U CN 201520153762 U CN201520153762 U CN 201520153762U CN 204703310 U CN204703310 U CN 204703310U
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- CN
- China
- Prior art keywords
- concrete column
- steel
- girder steel
- base plate
- joint structure
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- 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
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- 230000003014 reinforcing Effects 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 238000005253 cladding Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 230000005540 biological transmission Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Abstract
The utility model discloses a kind of concrete column reinforcing joint structure, comprise girder steel, girder steel soffit is all vertically provided with supporting plate near two sides place, supporting plate top embeds and is arranged in girder steel, and be connected by fastening bolt between supporting plate with girder steel, all be connected with a base plate bottom it, base plate is horizontally installed between two supporting plates, and adopt removably to be connected between base plate with two supporting plates, girder steel soffit and be provided with bracing members pipe between two supporting plates, steel bracing plate top extends in girder steel, be positioned at bottom it on base plate, bracing members pipe is provided with concrete column, concrete column cladding steel stay pipe is arranged, steel framework is connected with between concrete column and bracing members pipe, steel framework is fixed between concrete column and bracing members pipe.This concrete column reinforcing joint structural soundness is very strong, and self connects closely, there will not be obscission, concrete column can better be linked together between component and component, and power transmission is simultaneously clear and definite, and easy construction, Site Welding workload is little.
Description
Technical field
The utility model relates to a kind of node structure, particularly a kind of concrete column reinforcing joint structure.
Background technology
At present, concrete-filled rectangular steel tube combining structure is widely used in construction work, concrete-filled rectangular steel tube combining structure technology was progressively tending towards ripe in recent years, concrete-filled rectangular steel tube combining structure because of its bearing capacity high, the advantages such as ductility is good are widely applied in engineering, along with Super High and longspan structure constantly occur, rectangular steel-tube concrete column also gets a lot of applications because of the advantage of himself.One of rectangular steel-tube concrete column connected node important content also becoming design of building structures thereupon, connected node is the significant points transmitting bending and shearing, directly affects the load-carrying properties of overall performance under structure loaded condition and coupled component, therefore the performance of connecting joint structure can not be ignored, if employing poor stability, the connected node that moment of flexure is larger, also result in adverse effect for monolithic architecture structure.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, and provide a kind of steadiness very strong, self connects closely, there will not be obscission, the concrete column reinforcing joint structure that concrete column can better be linked together between component and component.
To achieve these goals, the technical solution adopted in the utility model is such: concrete column reinforcing joint structure of the present utility model, comprise girder steel, girder steel soffit is all vertically provided with supporting plate near two sides place, supporting plate top embeds and is arranged in girder steel, and be connected by fastening bolt between supporting plate with girder steel, all be connected with a base plate bottom it, base plate is horizontally installed between two supporting plates, and adopt removably to be connected between base plate with two supporting plates, girder steel soffit and be provided with bracing members pipe between two supporting plates, steel bracing plate top extends in girder steel, be positioned at bottom it on base plate, bracing members pipe is provided with concrete column, concrete column cladding steel stay pipe is arranged, steel framework is connected with between concrete column and bracing members pipe, steel framework is fixed between concrete column and bracing members pipe, steel framework is horizontally installed with ring beam, steel framework has the through hole passed for ring beam, and steel framework and ring beam junction are provided with stopping means.
Further, as a kind of concrete form of structure, between girder steel described in the utility model and supporting plate, stretching device is connected with.
Further, as a kind of concrete form of structure, concrete column described in the utility model is also provided with horizontal baffle, horizontal steel plate is arranged on concrete column trailing flank.
Further, as a kind of concrete form of structure, base plate described in the utility model adopts section steel material to make.
Further, as a kind of concrete form of structure, connected by welded unit between steel framework described in the utility model and ring beam.
Further, as a kind of concrete form of structure, between concrete column described in the utility model and steel framework, steady pin is installed.
Further, as a kind of concrete form of structure, the built-in damping spring structure of steel framework described in the utility model.
Compared with prior art, the utility model has the advantage of: this concrete column reinforcing joint structural soundness is very strong, self connect closely, obscission is there will not be between component and component, concrete column can better be linked together, power transmission is simultaneously clear and definite, and easy construction, Site Welding workload is little.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. girder steel; 2. supporting plate; 3. base plate; 4. bracing members pipe; 5. concrete column; 6. steel framework; 7. ring beam.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The utility model concrete column reinforcing joint structure preferred embodiment as shown in Figure 1, comprise girder steel 1, girder steel 1 soffit is all vertically provided with supporting plate 2 near two sides place, supporting plate 2 top embeds and is arranged in girder steel 1, and be connected by fastening bolt between supporting plate 2 with girder steel 1, all be connected with a base plate 3 bottom it, base plate 3 is horizontally installed between two supporting plates 2, and adopt removably to be connected between base plate 3 with two supporting plates 2, girder steel 1 soffit and be provided with bracing members pipe 4 between two supporting plates 2, steel bracing plate 4 top extends in girder steel 1, be positioned on base plate 3 bottom it, bracing members pipe 4 is provided with concrete column 5, concrete column 5 cladding steel stay pipe 4 is arranged, steel framework 6 is connected with between concrete column 5 and bracing members pipe 4, steel framework 6 is fixed between concrete column 5 and bracing members pipe 4, steel framework 6 is horizontally installed with ring beam 7, steel framework 6 has the through hole passed for ring beam 7, and steel framework 6 and ring beam 7 junction are provided with stopping means, stretching device is connected with between described girder steel 1 and supporting plate 2, described concrete column 5 is also provided with horizontal baffle, horizontal steel plate is arranged on concrete column 5 trailing flank, described base plate 3 adopts section steel material to make, connected by welded unit between described steel framework 6 and ring beam 7, between described concrete column 5 and steel framework 6, steady pin is installed, the built-in damping spring structure of described steel framework 6.
Concrete column reinforcing joint structural soundness of the present utility model is very strong, and self connects closely, there will not be obscission, concrete column can better be linked together between component and component, and power transmission is simultaneously clear and definite, and easy construction, Site Welding workload is little.Be connected with stretching device between described girder steel 1 and supporting plate 2, can stretch to it; Described concrete column 5 is also provided with horizontal baffle, and horizontal steel plate is arranged on concrete column 5 trailing flank, can improve the result of use of concrete column 5 to a certain extent; Described base plate 3 adopts section steel material to make, and is connected, both enhanced the dynamics of bearing, and turn improved switching performance between described steel framework 6 and ring beam 7 by welded unit; Be provided with steady pin between described concrete column 5 and steel framework 6, the built-in damping spring structure of described steel framework 6, can play good fixation, have certain damping performance simultaneously.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (7)
1. a concrete column reinforcing joint structure, comprise girder steel, it is characterized in that: girder steel soffit is all vertically provided with supporting plate near two sides place, supporting plate top embeds and is arranged in girder steel, and be connected by fastening bolt between supporting plate with girder steel, all be connected with a base plate bottom it, base plate is horizontally installed between two supporting plates, and adopt removably to be connected between base plate with two supporting plates, girder steel soffit and be provided with bracing members pipe between two supporting plates, steel bracing plate top extends in girder steel, be positioned at bottom it on base plate, bracing members pipe is provided with concrete column, concrete column cladding steel stay pipe is arranged, steel framework is connected with between concrete column and bracing members pipe, steel framework is fixed between concrete column and bracing members pipe, steel framework is horizontally installed with ring beam, steel framework has the through hole passed for ring beam, and steel framework and ring beam junction are provided with stopping means.
2. concrete column reinforcing joint structure according to claim 1, is characterized in that: be connected with stretching device between described girder steel and supporting plate.
3. concrete column reinforcing joint structure according to claim 1, it is characterized in that: described concrete column is also provided with horizontal baffle, horizontal steel plate is arranged on concrete column trailing flank.
4. concrete column reinforcing joint structure according to claim 1, is characterized in that: described base plate adopts section steel material to make.
5. concrete column reinforcing joint structure according to claim 1, be is characterized in that: connected by welded unit between described steel framework and ring beam.
6. concrete column reinforcing joint structure according to claim 1, is characterized in that: be provided with steady pin between described concrete column and steel framework.
7. concrete column reinforcing joint structure according to claim 1, is characterized in that: the built-in damping spring structure of described steel framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520153762.5U CN204703310U (en) | 2015-03-18 | 2015-03-18 | Concrete column reinforcing joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520153762.5U CN204703310U (en) | 2015-03-18 | 2015-03-18 | Concrete column reinforcing joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703310U true CN204703310U (en) | 2015-10-14 |
Family
ID=54282937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520153762.5U Expired - Fee Related CN204703310U (en) | 2015-03-18 | 2015-03-18 | Concrete column reinforcing joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703310U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775525A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Concrete column node structure |
| CN105442703A (en) * | 2015-12-21 | 2016-03-30 | 重庆旺德福金属结构有限公司 | Steel beam connection and positioning device |
-
2015
- 2015-03-18 CN CN201520153762.5U patent/CN204703310U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775525A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Concrete column node structure |
| CN105442703A (en) * | 2015-12-21 | 2016-03-30 | 重庆旺德福金属结构有限公司 | Steel beam connection and positioning device |
| CN105442703B (en) * | 2015-12-21 | 2018-08-31 | 重庆旺德福金属结构有限公司 | Girder steel connection locator |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160817 Address after: 355200, No. 1, No. 904-906, Ding Rong International Plaza, Ningde, Fujian, Fuding Patentee after: Fuding Dingsheng Construction Engineering Co., Ltd. Address before: 610000 Jinjiang District, Chengdu, East Street, 18-32 No. 1, floor 5, layer 517, Patentee before: Chengdu Lyudi Technology Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 Termination date: 20200318 |