CN204531175U - Concrete column structure - Google Patents
Concrete column structure Download PDFInfo
- Publication number
- CN204531175U CN204531175U CN201520133540.7U CN201520133540U CN204531175U CN 204531175 U CN204531175 U CN 204531175U CN 201520133540 U CN201520133540 U CN 201520133540U CN 204531175 U CN204531175 U CN 204531175U
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- China
- Prior art keywords
- steel pipe
- steel
- sliding panel
- concrete column
- web
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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.)
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Abstract
The utility model discloses a kind of concrete column structure, comprise steel pipe, steel pipe one side is connected with girder steel, between girder steel with steel pipe, one is connected, steel pipe is horizontally connected with gripper shoe near its top place, gripper shoe two ends are all arranged through steel pipe, girder steel is vertically provided with sliding panel, be slidably connected between sliding panel and girder steel, sliding panel is laterally provided with web, web one end is arranged through sliding panel, its other end extends on girder steel lateral surface, be connected by slide fastener between web with sliding panel, steel pipe soffit is connected with frange plate, weld between frange plate with steel pipe, ribbed stiffener is connected with in frange plate, ribbed stiffener is at least two.This concrete column structure steadiness is stronger, can reach good support performance, can play certain buffering effect, avoid clashing into the excessive concrete column that causes and produce wild effect, rigidity is large, and intensity is high, ductility is good, can avoid perforate on frange plate and web, causes the problem that stress is concentrated.
Description
Technical field
The utility model relates to a kind of building structure, particularly a kind of concrete column structure.
Background technology
Along with the development of society, nuclear power plant's unit capacity constantly increases, in order to improve, steel work cost is high, the feature of refractoriness and poor corrosion resistance, generally needing to adopt steel reinforced concrete Box linear programming, in order to meet technique and drainage requirement, causing structure of main power house irregular, in this case, because in regular node, beam and column is all arranged vertically, although the restriction of this self structure makes it can meet the requirement of bearing capacity equal energy antidetonation, draining can not better be carried out.And concrete cylindrical is of common occurrence in building structure, when at present concrete cylindrical being constructed, it is required also more strict, required functional performance can better be reached, but in dynamo-electric factory building, general concrete column cannot better reach good result of use.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides a kind of steadiness stronger, can reach good support performance, can play certain buffering effect, avoid clashing into the excessive concrete column that causes and produce wild effect, rigidity is large, intensity is high, the concrete column structure that ductility is good.
To achieve these goals, the technical solution adopted in the utility model is such: concrete column structure of the present utility model, comprise steel pipe, steel pipe one side is connected with girder steel, between girder steel with steel pipe, one is connected, steel pipe is horizontally connected with gripper shoe near its top place, gripper shoe two ends are all arranged through steel pipe, girder steel is vertically provided with sliding panel, be slidably connected between sliding panel and girder steel, sliding panel is laterally provided with web, web one end is arranged through sliding panel, its other end extends on girder steel lateral surface, be connected by slide fastener between web with sliding panel, steel pipe soffit is connected with frange plate, weld between frange plate with steel pipe, ribbed stiffener is connected with in frange plate, ribbed stiffener is at least two, and ribbed stiffener top and bottom are all fixed on frange plate.
Further, as a kind of concrete form of structure, be described in the utility modelly connected with node stirrup between ribbed stiffener between two.
Further, as a kind of concrete form of structure, the built-in concrete gravel stratum granulosum of steel pipe described in the utility model.
Further, as a kind of concrete form of structure, gripper shoe described in the utility model adopts section steel material to make.
Further, as a kind of concrete form of structure, girder steel described in the utility model adopts hollow-core construction, its built-in steel sand stratum granulosum.
Further, as a kind of concrete form of structure, sliding panel two sides described in the utility model are provided with slip guard strip.
Further, as a kind of concrete form of structure, web described in the utility model is also provided with extension plate, splices between extension plate and web.
Further, as a kind of concrete form of structure, angle steel shear key between frange plate described in the utility model and ribbed stiffener, is connected with.
Compared with prior art, the utility model has the advantage of: this concrete column structure steadiness is stronger, good support performance can be reached, can play certain buffering effect, avoid clashing into the excessive concrete column that causes and produce wild effect, rigidity is large, intensity is high, ductility is good, can avoid perforate on frange plate and web, causes the problem that stress is concentrated.
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. steel pipe; 2. gripper shoe; 3. girder steel; 4. sliding panel; 5. web; 6. frange plate; 7. ribbed stiffener.
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 preferred embodiment of the utility model concrete column structure as shown in Figure 1, comprise steel pipe 1, steel pipe 1 one side is connected with girder steel 3, between girder steel 3 with steel pipe 1, one is connected, steel pipe 1 is horizontally connected with gripper shoe 2 near its top place, gripper shoe 2 two ends are all arranged through steel pipe 1, girder steel 3 is vertically provided with sliding panel 4, be slidably connected between sliding panel 4 and girder steel 3, sliding panel 4 is laterally provided with web 5, web 5 one end is arranged through sliding panel 4, its other end extends on girder steel 3 lateral surface, be connected by slide fastener between web 5 with sliding panel 4, steel pipe 1 soffit is connected with frange plate 6, weld between frange plate 6 with steel pipe 1, ribbed stiffener 7 is connected with in frange plate 6, ribbed stiffener 7 is at least two, and ribbed stiffener 7 top and bottom are all fixed on frange plate 6, node stirrup is connected with between described ribbed stiffener between two 7, the built-in concrete gravel stratum granulosum of described steel pipe 1, described gripper shoe 2 adopts section steel material to make, described girder steel 3 adopts hollow-core construction, its built-in steel sand stratum granulosum, described sliding panel 4 two sides are provided with slip guard strip, described web 5 is also provided with extension plate, splice between extension plate and web 5, angle steel shear key is connected with between described frange plate 6 and ribbed stiffener 7.
Concrete column structure steadiness of the present utility model is stronger, good support performance can be reached, certain buffering effect can be played, avoid clashing into the excessive concrete column that causes and produce wild effect, rigidity is large, and intensity is high, and ductility is good, perforate on frange plate 6 and web can be avoided, cause the problem that stress is concentrated.Be connected with node stirrup between described ribbed stiffener between two 7, can effectively improve its toughness and bonding strength; The built-in concrete gravel stratum granulosum of described steel pipe 1, described gripper shoe 2 adopts section steel material to make, and not only increasing like this can support degree, also improves its rigidity simultaneously; Described girder steel 3 adopts hollow-core construction, and its built-in steel sand stratum granulosum, can better reduce its harmful effect when being subject to external force collision; Described sliding panel 4 two sides are provided with slip guard strip, can play the effect of protection sliding panel 4; Described web 5 is also provided with extension plate, splices between extension plate and web 5, conveniently install; Be connected with angle steel shear key between described frange plate 6 and ribbed stiffener 7, improve it and connect tight performance.
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 (8)
1. a concrete column structure, comprise steel pipe, it is characterized in that: steel pipe one side is connected with girder steel, between girder steel with steel pipe, one is connected, steel pipe is horizontally connected with gripper shoe near its top place, gripper shoe two ends are all arranged through steel pipe, girder steel is vertically provided with sliding panel, be slidably connected between sliding panel and girder steel, sliding panel is laterally provided with web, web one end is arranged through sliding panel, its other end extends on girder steel lateral surface, be connected by slide fastener between web with sliding panel, steel pipe soffit is connected with frange plate, weld between frange plate with steel pipe, ribbed stiffener is connected with in frange plate, ribbed stiffener is at least two, and ribbed stiffener top and bottom are all fixed on frange plate.
2. concrete column structure according to claim 1, is characterized in that: be describedly connected with node stirrup between ribbed stiffener between two.
3. concrete column structure according to claim 1, is characterized in that: the built-in concrete gravel stratum granulosum of described steel pipe.
4. concrete column structure according to claim 1, is characterized in that: described gripper shoe adopts section steel material to make.
5. concrete column structure according to claim 1, is characterized in that: described girder steel adopts hollow-core construction, its built-in steel sand stratum granulosum.
6. concrete column structure according to claim 1, is characterized in that: described sliding panel two sides are provided with slip guard strip.
7. concrete column structure according to claim 1, is characterized in that: described web is also provided with extension plate, splices between extension plate and web.
8. concrete column structure according to claim 1, is characterized in that: be connected with angle steel shear key between described frange plate and ribbed stiffener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520133540.7U CN204531175U (en) | 2015-03-10 | 2015-03-10 | Concrete column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520133540.7U CN204531175U (en) | 2015-03-10 | 2015-03-10 | Concrete column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204531175U true CN204531175U (en) | 2015-08-05 |
Family
ID=53745201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520133540.7U Expired - Fee Related CN204531175U (en) | 2015-03-10 | 2015-03-10 | Concrete column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204531175U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831866A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Concrete column structure |
| CN109653438A (en) * | 2019-01-14 | 2019-04-19 | 皖西学院 | A kind of steel core concrete column being equipped with connector |
-
2015
- 2015-03-10 CN CN201520133540.7U patent/CN204531175U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831866A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Concrete column structure |
| CN109653438A (en) * | 2019-01-14 | 2019-04-19 | 皖西学院 | A kind of steel core concrete column being equipped with connector |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 Termination date: 20160310 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |