CN104196167A - Giant corner post formed by combining steel column shaped as Chinese character 'ri' and circular steel columns - Google Patents
Giant corner post formed by combining steel column shaped as Chinese character 'ri' and circular steel columns Download PDFInfo
- Publication number
- CN104196167A CN104196167A CN201410448902.1A CN201410448902A CN104196167A CN 104196167 A CN104196167 A CN 104196167A CN 201410448902 A CN201410448902 A CN 201410448902A CN 104196167 A CN104196167 A CN 104196167A
- Authority
- CN
- China
- Prior art keywords
- steel column
- building
- steel
- day font
- column
- 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
Abstract
The invention discloses a giant corner post formed by combining a steel column shaped as a Chinese character 'ri' and circular steel columns. The giant corner post is used for being fixed at each of four corners of a building. The giant corner post comprises a steel column shaped as a Chinese character 'ri' and two circular steel pipe columns. The giant corner post is characterized in that steel column shaped as a Chinese character 'ri' and the circular steel pipe columns are all hollow column bodies, the two steel pipe columns are respectively arranged in two independent spaces inside the steel column shaped as a Chinese character 'ri' and are separated from the steel column shaped as a Chinese character 'ri', concrete is respectively poured in the steel column shaped as a Chinese character 'ri' and the steel pipe columns; the steel column shaped as a Chinese character 'ri' is equal to a roof layer of the building in height, joints of the steel column shaped as a Chinese character 'ri' and girders of the building are respectively provided with a connecting node for supporting the girders; the steel pipe columns extend out from the steel column shaped as a Chinese character 'ri', and the heights of the steel pipe columns are slightly smaller than the top end of the building by 2m-3m. According to the giant corner post, the giant corner post which is provided with the steel column shaped as a Chinese character 'ri' outside and the two circular steel pipe columns inside is fixed at each of the four corners of the building, thus the design requirement of the building is met, and support is formed at a weak place of each of the four corners of the building.
Description
Technical field
The present invention relates to a kind of building material field, specifically relate to a kind of combined huge corner post for building.
Background technology
Fortune Center building, Guangzhou Zhujiang city is high 309.4 meters, 10837 square metres of floor spaces; 68 layers on the ground of king-towers, underground 4 layers, 210,000 square metres of overall floorages.Engineering housing thing two ends are furnished with 4 huge corner posts, and according to construction requirement, the structure of corner post is that outside-shape column, inside are tubular pillar, placing of concrete in steel column, and existing corner post can not meet design requirement.
Summary of the invention
Goal of the invention: the object of the invention is for the deficiencies in the prior art, provides a kind of day font steel column and the huge corner post of circular steel column combination meeting design requirement.
Technical scheme: the huge corner post of day font steel column of the present invention and circular steel column combination, for being fixed on the Si Jiaochu in building, described huge corner post comprises day font steel column and two circular steel tubing strings, described day font steel column and steel pipe column are hollow cylinder, described two steel pipe columns are separately positioned in two separate space of described day font steel column inside, and separated with described day font steel column, in described day font steel column and steel pipe column, be cast with respectively concrete; Described day font steel column is contour with building roofing layer, described day font steel column and girder steel junction, building be also respectively arranged with connected node, for support steel beam; Described steel pipe column stretches out described day font steel column, and height is a little less than 2 ~ 3 meters, top, building.Described huge corner post is four, be separately fixed at the Si Jiaochu in building, for supporting the girder steel in four jiaos of building and building, the outside of corner post is a day font steel column, two inner separate space arrange two circular steel tubing strings, in described day font steel column and steel pipe column, be cast with respectively concrete, form stable braced structures.Described day font steel column is also respectively arranged with connected node with girder steel junction, building, and the girder steel in building is connected with corner post, thus the girder steel in support building.
As preferably, within described day, font steel column is 3 segmentation structures, and first paragraph is separately fixed at place, four jiaos of bottoms, building, and second segment is separately fixed at four jiaos of places of building middle-end, and the 3rd section is separately fixed at place, four jiaos of upper ends, building, contour with building roofing layer.For the ease of processing and reduction installation difficulty, within described day, font steel column is 3 segmentation structures.
As preferably, described steel pipe column is 4 segmentation structures, first paragraph is separately fixed in the day font steel column of bottom, building, second segment is separately fixed in building in first day of the lunar year shaped steel post, the 3rd section is separately fixed on building in first day of the lunar year shaped steel post, contour with building roofing layer, the 4th section is stretched out described day font steel column, and height is a little less than 2 ~ 3 meters, top, building.
As preferably, connected node shape and the described girder steel shape of described day font steel column match, for placing also support steel beam.
As preferably, the specification of described day font steel column is 3000x1800x40x50.
As preferably, the specification of described steel pipe column is Φ 800 * 40.
Beneficial effect: (1) the present invention is a day font steel column by outside, the huge corner post that inside arranges two circular steel tubing strings is fixed on the Si Jiaochu in building, not only meets the designing requirement in building, the weakness in four jiaos, building is formed and is supported simultaneously; (2) huge corner post of the present invention is connected by connected node with the girder steel of inside, building, can be used for bearing the weight of girder steel, stable support building girder steel; (3) the present invention by day font steel column and circular steel tubing string be arranged to segmentation structure, not only make corner post processing simple, effectively reduce corner post simultaneously and erect the engineering difficulty of installing; (4) connected node of the inner girder steel in the huge corner post of the present invention and building is set to the shape matching with described girder steel, can make girder steel more stable, is subject to more even.
Accompanying drawing explanation
Fig. 1 is day of the present invention font steel column and the huge corner structure schematic diagram of circular steel column combination;
Fig. 2, Fig. 3 are day of the present invention font steel column and the connecting joint structure schematic diagram of girder steel junction, building.
The specific embodiment
Below by accompanying drawing, technical solution of the present invention is elaborated, but protection scope of the present invention is not limited to described embodiment.
embodiment 1:the huge corner post of a kind of day font steel column and circular steel column combination, for being fixed on the Si Jiaochu in building, described huge corner post comprises day font steel column 2 and two circular steel tubing strings 1, the specification of described day font steel column 2 is 3000x1800x40x50, the specification of described steel pipe column 1 is Φ 800 * 40, described day font steel column 2 and steel pipe column 1 are hollow cylinder, described two steel pipe columns 1 are separately positioned in two separate space of described day font steel column 2 inside, and separated with described day font steel column 2, described day font steel column 2 and the interior concrete that is cast with respectively of steel pipe column 1; Within described day, font steel column 2 is contour with building roofing layer, within described day, font steel column 2 is also respectively arranged with connected node 3 with girder steel junction, building, described connected node 3 shapes and described girder steel shape match, for placing and support steel beam, within described day, font steel column 2 is 3 segmentation structures, and first paragraph is separately fixed at place, four jiaos of bottoms, building, and second segment is separately fixed at four jiaos of places of building middle-end, the 3rd section is separately fixed at place, four jiaos of upper ends, building, contour with building roofing layer; Described steel pipe column 1 stretches out described day font steel column 2, height is a little less than 2 ~ 3 meters, top, building, described steel pipe column 1 is 4 segmentation structures, first paragraph is separately fixed in bottom, building day font steel column 2, second segment is separately fixed in building in first day of the lunar year shaped steel post 2, and the 3rd section is separately fixed on building in first day of the lunar year shaped steel post 2, contour with building roofing layer, the 4th section is stretched out described day font steel column 2, and height is a little less than 2 ~ 3 meters, top, building.
As mentioned above, although represented and explained the present invention with reference to specific preferred embodiment, it shall not be construed as the restriction to the present invention self.Not departing under the spirit and scope of the present invention prerequisite of claims definition, can make in the form and details various variations to it.
Claims (6)
- One kind day font steel column and the huge corner post of circular steel column combination, for being fixed on the Si Jiaochu in building, described huge corner post comprises day font steel column and two circular steel tubing strings, it is characterized in that: described day font steel column and steel pipe column are hollow cylinder, described two steel pipe columns are separately positioned in two separate space of described day font steel column inside, and separated with described day font steel column, in described day font steel column and steel pipe column, be cast with respectively concrete; Described day font steel column is contour with building roofing layer, described day font steel column and girder steel junction, building be also respectively arranged with connected node, for support steel beam; Described steel pipe column stretches out described day font steel column, and height is a little less than 2 ~ 3 meters, top, building.
- 2. the huge corner post of according to claim 1 day font steel column and circular steel column combination, it is characterized in that: within described day, font steel column is 3 segmentation structures, first paragraph is separately fixed at place, four jiaos of bottoms, building, second segment is separately fixed at four jiaos of places of building middle-end, the 3rd section is separately fixed at place, four jiaos of upper ends, building, contour with building roofing layer.
- 3. the huge corner post of according to claim 2 day font steel column and circular steel column combination, it is characterized in that: described steel pipe column is 4 segmentation structures, first paragraph is separately fixed in the day font steel column of bottom, building, second segment is separately fixed in building in first day of the lunar year shaped steel post, the 3rd section is separately fixed on building in first day of the lunar year shaped steel post, contour with building roofing layer, the 4th section is stretched out described day font steel column, and height is a little less than 2 ~ 3 meters, top, building.
- 4. the huge corner post of according to claim 1 day font steel column and circular steel column combination, is characterized in that: connected node shape and the described girder steel shape of described day font steel column match, for placing also support steel beam.
- 5. the huge corner post of according to claim 1 day font steel column and circular steel column combination, is characterized in that: the specification of described day font steel column is 3000x1800x40x50.
- 6. the huge corner post of according to claim 1 day font steel column and circular steel column combination, is characterized in that: the specification of described steel pipe column is Φ 800 * 40.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410448902.1A CN104196167B (en) | 2014-09-04 | 2014-09-04 | The huge corner post of a kind of day font steel column and circular steel column combination |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410448902.1A CN104196167B (en) | 2014-09-04 | 2014-09-04 | The huge corner post of a kind of day font steel column and circular steel column combination |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104196167A true CN104196167A (en) | 2014-12-10 |
| CN104196167B CN104196167B (en) | 2016-04-13 |
Family
ID=52081518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410448902.1A Active CN104196167B (en) | 2014-09-04 | 2014-09-04 | The huge corner post of a kind of day font steel column and circular steel column combination |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104196167B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178510A (en) * | 2015-09-22 | 2015-12-23 | 中国建筑第八工程局有限公司 | Huge steel reinforced concrete combined column structure and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0430061A (en) * | 1990-05-25 | 1992-02-03 | Ohbayashi Corp | Hollow member made of precast concrete and its centrifugal formation mould |
| JPH08309511A (en) * | 1995-05-16 | 1996-11-26 | Sumitomo Metal Ind Ltd | Formation of diaphragm of hollow cross sectional structure |
| CN201901981U (en) * | 2010-05-27 | 2011-07-20 | 沈阳建筑大学 | Separated type L-shaped steel pipe concrete core column |
| CN202596029U (en) * | 2012-04-19 | 2012-12-12 | 华侨大学 | Stainless steel composite concrete-filled steel tube column |
| CN103967214A (en) * | 2014-04-12 | 2014-08-06 | 北京工业大学 | Combined column formed by embedding round steel tubes filled with recycled concrete in multiple-cavity steel pipe filled with concrete and provided with batten plates |
| CN204112591U (en) * | 2014-09-04 | 2015-01-21 | 江苏沪宁钢机股份有限公司 | A kind of huge corner post |
-
2014
- 2014-09-04 CN CN201410448902.1A patent/CN104196167B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0430061A (en) * | 1990-05-25 | 1992-02-03 | Ohbayashi Corp | Hollow member made of precast concrete and its centrifugal formation mould |
| JPH08309511A (en) * | 1995-05-16 | 1996-11-26 | Sumitomo Metal Ind Ltd | Formation of diaphragm of hollow cross sectional structure |
| CN201901981U (en) * | 2010-05-27 | 2011-07-20 | 沈阳建筑大学 | Separated type L-shaped steel pipe concrete core column |
| CN202596029U (en) * | 2012-04-19 | 2012-12-12 | 华侨大学 | Stainless steel composite concrete-filled steel tube column |
| CN103967214A (en) * | 2014-04-12 | 2014-08-06 | 北京工业大学 | Combined column formed by embedding round steel tubes filled with recycled concrete in multiple-cavity steel pipe filled with concrete and provided with batten plates |
| CN204112591U (en) * | 2014-09-04 | 2015-01-21 | 江苏沪宁钢机股份有限公司 | A kind of huge corner post |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178510A (en) * | 2015-09-22 | 2015-12-23 | 中国建筑第八工程局有限公司 | Huge steel reinforced concrete combined column structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104196167B (en) | 2016-04-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105568866B (en) | Across the large-span steel box beam push construction method of existing road | |
| CN104372967B (en) | A kind of cooling stack inclined strut structure and construction method thereof | |
| CN205806684U (en) | A kind of across base pit engineering conduit wiring suspension structure | |
| CN105972313A (en) | Overhang method and overhang structure for engineering pipeline stretching across foundation pit | |
| CN207567938U (en) | A kind of Novel underground large space engineering Y shape pillar structure | |
| CN104196167B (en) | The huge corner post of a kind of day font steel column and circular steel column combination | |
| CN203188366U (en) | House system built through single independent foundation | |
| CN204510989U (en) | Multistage concrete towers cylinder integral structure | |
| CN204112591U (en) | A kind of huge corner post | |
| CN203834744U (en) | Frame type reinforced concrete hollow shear wall structure | |
| CN102828616B (en) | High-formwork support system for roof | |
| CN205591122U (en) | Simple bridge roof beam bearing structure based on beiLei beam support | |
| CN205000463U (en) | Long cantilever disjunctor structure of large -span | |
| CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
| CN206036408U (en) | Span pipeline normal position of foundation ditch and suspend protection architecture in midair | |
| CN103981799A (en) | Steel tube concrete string stiffness beam and construction method thereof | |
| CN204875526U (en) | Big steel pipe support constructional device of combination casing assembled | |
| CN203213399U (en) | Indoor steel support pillar | |
| CN101644025A (en) | Steel pipe beam viaduct | |
| CN107476200B (en) | Full-hall support staggered overlapping structure and method | |
| CN203213398U (en) | Variable-section conversion node column | |
| CN203008375U (en) | Conversion beam stanchion | |
| CN105971117A (en) | Pseudo-classic architecture steel-frame structure with box type cross-section girders | |
| CN102080463B (en) | Adapting connection structure of television tower antenna post and television tower body | |
| CN205874986U (en) | Combination hoisting gate frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |