CN202483069U - Cross round tube combination steel column - Google Patents
Cross round tube combination steel column Download PDFInfo
- Publication number
- CN202483069U CN202483069U CN 201120460180 CN201120460180U CN202483069U CN 202483069 U CN202483069 U CN 202483069U CN 201120460180 CN201120460180 CN 201120460180 CN 201120460180 U CN201120460180 U CN 201120460180U CN 202483069 U CN202483069 U CN 202483069U
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- cross
- column
- steel column
- round tube
- welded
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Abstract
The utility model discloses a cross round tube combination steel column. The cross round tube combination steel column comprises an upper round tube combination column and a lower round cross combination column which are welded together, wherein the upper round tube combination column comprises a round tube column and a steel bracket, and the steel bracket is fixedly welded on an outer portion of the round tube column. The lower round cross combination column comprises a cross round tube column, a batten plate and an inner clapboard, an arc panel and a web are assembled and welded to form the cross round tube column, the batten plate is fixed between the adjacent arc panels of the cross round tube column, and the inner clapboard is fixed between adjacent webs. The cross round tube combination steel column is adopted to replace reinforced concrete, column cross-section is reduced, bearing capacity is reinforced, and the purpose of saving cost and space are achieved.
Description
Technical field
The utility model belongs to a kind of combination steel column, is specially a kind of cross pipe combination steel column that is formed by cross steel column and cylindrical steel column combination.
Background technology
Along with rapid development of economy, building is increasingly high, and the scale of construction is increasing, considers that from each side such as structural strength, security performances its form of structure also turns to steel reinforced concrete structure or steel work by reinforced concrete structure.Reinforced concrete post in the highrise building can not satisfy the requirement of highrise building, is replaced by the concrete steel column.In the highrise building, under ground portion is stressed less relatively, as the steel column cross section is designed to the uniform section form from bottom to up; Then which kind of structure waste material owing to the worsening shortages of present steel, adopts to reach and reduces the steel consumption; The cross section minimizes, the maximized purpose of bearing capacity.
The utility model content
The utility model purpose: in order to solve the problems of the prior art, the utility model provides cross pipe combination steel column.
Technical scheme: to achieve these goals, the described a kind of cross pipe combination steel column of the utility model, this cross pipe combination steel column comprises: top pipe coupled column and bottom circular cross coupled column Combination Welding constitutes together;
Said top pipe coupled column comprises tubular pillar, steel corbel; The fixing dress of said steel corbel is welded in the tubular pillar outside;
The circular cross coupled column in said bottom comprises: cross tubular pillar, batten plate and internal partition; The cross tubular pillar is welded by curved panel and web assembling, and batten plate is fixed between the adjacent curved panel of cross tubular pillar; Internal partition is fixed between the adjacent web.
The pipe of cross described in the utility model combination steel column also comprises: outside vertically ring flat-plate and outer lateral are to ring flat-plate; Said outside vertical ring flat-plate dress be welded in the circular cross coupled column external surface in bottom and with the axially parallel of the circular cross coupled column in bottom; Said outer lateral is welded in the circular cross coupled column of top pipe coupled column and bottom external surface to the ring flat-plate dress, and makes up steel shaft to vertical with the cross pipe.
The pipe of cross described in the utility model combination steel column also comprises otic placode, and the otic placode dress is welded in cross pipe combination steel column two ends.
The pipe of cross described in the utility model combination steel column also comprises peg, and the peg dress is welded in cross pipe combination steel column external surface, and vertical with cross pipe combination steel column external surface.
Beneficial effect: the utlity model has following advantage:
1, adopts cross pipe combination steel column to replace steel concrete in the utility model, reduce column section, strengthened bearing capacity, reached the purpose of practicing thrift cost, space.
2, the utility model has reduced steel using amount under the prerequisite that guarantees structural safety; It is the bone post that building under ground portion steel column is adopted circular cross coupled column; Overground part pipe combination group makes the smooth-going transition of building under ground portion and overground part, has good bearing capacity.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the decomposition texture sketch map of the utility model.
Fig. 3 is the structural representation of the utility model middle and upper part pipe coupled column.
Fig. 4 is the part-structure sketch map of the circular cross coupled column in the utility model middle and lower part.
Fig. 5 is the part-structure sketch map of the circular cross coupled column in the utility model middle and lower part.
Fig. 6 is the structural representation of the circular cross coupled column in the utility model middle and lower part.
The specific embodiment
Embodiment
A kind of cross pipe combination steel column shown in Fig. 1-6 comprises: top pipe coupled column 1, bottom circle cross coupled column 2, outside vertically ring flat-plate 3, outer lateral are to ring flat-plate 4 and otic placode 5.
The pipe coupled column of top described in the present embodiment 1 comprises tubular pillar 11, steel corbel 12; Said steel corbel 12 fixing dresses are welded in tubular pillar 11 outsides;
The circular cross coupled column 2 in bottom described in the present embodiment comprises: cross tubular pillar 21, batten plate 22 and internal partition; 212 assemblings are welded cross tubular pillar 21 with web by curved panel 211, and batten plate 22 is fixed between the adjacent curved panel of cross tubular pillar 21; Internal partition is fixed between the adjacent web; The vertical ring flat-plate in said outside 3 dresses be welded in circular cross coupled column 2 external surfaces in bottom and with the axially parallel of the circular cross coupled column 2 in bottom; Said outer lateral is welded in top pipe coupled column 1 and bottom circular cross coupled column 2 external surfaces to ring flat-plate 4 dresses, and makes up steel shaft to vertical with the cross pipe; Otic placode 5 dresses are welded in cross pipe combination steel column two ends.
Claims (4)
1. a cross pipe makes up steel column, it is characterized in that: this cross pipe combination steel column comprises: circular cross coupled column (2) Combination Welding in top pipe coupled column (1) and bottom constitutes together;
Said top pipe coupled column (1) comprises tubular pillar (11), steel corbel (12); The fixing dress of said steel corbel (12) is welded in tubular pillar (11) outside;
The circular cross coupled column in said bottom (2) comprising: cross tubular pillar (21), batten plate (22) and internal partition; Cross tubular pillar (21) is welded by curved panel (211) and web (212) assembling, and batten plate (22) is fixed between the adjacent curved panel of cross tubular pillar (21); Internal partition is fixed between the adjacent web.
2. cross pipe combination steel column according to claim 1 is characterized in that: said cross pipe combination steel column also comprises: outside vertically ring flat-plate (3) and outer lateral are to ring flat-plate (4); The vertical ring flat-plate in said outside (3) dress be welded in circular cross coupled column (2) external surface in bottom and with the axially parallel of the circular cross coupled column in bottom (2); Said outer lateral is welded in circular cross coupled column (2) external surface of top pipe coupled column (1) and bottom to ring flat-plate (4) dress, and makes up steel shaft to vertical with the cross pipe.
3. cross pipe combination steel column according to claim 1 is characterized in that: said cross pipe combination steel column also comprises otic placode (5), and otic placode (5) dress is welded in cross pipe combination steel column two ends.
4. cross pipe combination steel column according to claim 1 is characterized in that: said cross pipe combination steel column also comprises peg, and the peg dress is welded in cross pipe combination steel column external surface, and vertical with cross pipe combination steel column external surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120460180 CN202483069U (en) | 2011-11-18 | 2011-11-18 | Cross round tube combination steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120460180 CN202483069U (en) | 2011-11-18 | 2011-11-18 | Cross round tube combination steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202483069U true CN202483069U (en) | 2012-10-10 |
Family
ID=46957499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120460180 Expired - Lifetime CN202483069U (en) | 2011-11-18 | 2011-11-18 | Cross round tube combination steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202483069U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103406737A (en) * | 2013-08-21 | 2013-11-27 | 安徽鸿路钢结构(集团)股份有限公司 | Double-angle tubular pillar assembling method |
| CN103924741A (en) * | 2014-04-10 | 2014-07-16 | 北京工业大学 | Box-type steel bone confined concrete column with cross constraint batten plates and fabrication method of column |
| CN104100040A (en) * | 2014-07-07 | 2014-10-15 | 张跃 | Welding assistant column |
| CN104264900A (en) * | 2014-09-12 | 2015-01-07 | 江苏沪宁钢机股份有限公司 | Giant multi-corbel steel tube frame column and manufacture method thereof |
| CN106193299A (en) * | 2016-07-25 | 2016-12-07 | 天津市建筑设计院 | With method for embedding at the bottom of the concrete-filled steel square tubular column post of basement skyscraper |
| CN106760203A (en) * | 2016-12-30 | 2017-05-31 | 芜湖天航科技（集团）股份有限公司 | A kind of complicated Steel for Large Steel Column component and processing method |
| CN107335903A (en) * | 2017-07-03 | 2017-11-10 | 湖北精工钢结构有限公司 | Cross column turns the preparation method of pipe rod structure and its cross column turns pipe rod structure |
| CN112095922A (en) * | 2020-09-02 | 2020-12-18 | 中国建筑第八工程局有限公司 | Steel structure column |
| CN113833110A (en) * | 2021-09-14 | 2021-12-24 | 中建八局西南建设工程有限公司 | Arc-shaped flange cross column steel embedded part and construction method thereof |
-
2011
- 2011-11-18 CN CN 201120460180 patent/CN202483069U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103406737A (en) * | 2013-08-21 | 2013-11-27 | 安徽鸿路钢结构(集团)股份有限公司 | Double-angle tubular pillar assembling method |
| CN103924741A (en) * | 2014-04-10 | 2014-07-16 | 北京工业大学 | Box-type steel bone confined concrete column with cross constraint batten plates and fabrication method of column |
| CN104100040A (en) * | 2014-07-07 | 2014-10-15 | 张跃 | Welding assistant column |
| CN104264900A (en) * | 2014-09-12 | 2015-01-07 | 江苏沪宁钢机股份有限公司 | Giant multi-corbel steel tube frame column and manufacture method thereof |
| CN106193299A (en) * | 2016-07-25 | 2016-12-07 | 天津市建筑设计院 | With method for embedding at the bottom of the concrete-filled steel square tubular column post of basement skyscraper |
| CN106760203A (en) * | 2016-12-30 | 2017-05-31 | 芜湖天航科技（集团）股份有限公司 | A kind of complicated Steel for Large Steel Column component and processing method |
| CN107335903A (en) * | 2017-07-03 | 2017-11-10 | 湖北精工钢结构有限公司 | Cross column turns the preparation method of pipe rod structure and its cross column turns pipe rod structure |
| CN107335903B (en) * | 2017-07-03 | 2019-04-02 | 湖北精工钢结构有限公司 | Cross column turns the production method of round tube rod structure and its cross column turns round tube rod structure |
| CN112095922A (en) * | 2020-09-02 | 2020-12-18 | 中国建筑第八工程局有限公司 | Steel structure column |
| CN113833110A (en) * | 2021-09-14 | 2021-12-24 | 中建八局西南建设工程有限公司 | Arc-shaped flange cross column steel embedded part and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121010 |
|
| CX01 | Expiry of patent term |