CN201433511Y - Lattice-type special-shaped steel pipe concrete column - Google Patents
Lattice-type special-shaped steel pipe concrete column Download PDFInfo
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- CN201433511Y CN201433511Y CN2009201091252U CN200920109125U CN201433511Y CN 201433511 Y CN201433511 Y CN 201433511Y CN 2009201091252 U CN2009201091252 U CN 2009201091252U CN 200920109125 U CN200920109125 U CN 200920109125U CN 201433511 Y CN201433511 Y CN 201433511Y
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Abstract
The utility model relates to a lattice-type special-shaped steel pipe concrete column which is a lattice-type steel pipe concrete column with the L-shaped, T-shaped or cross-shaped cross section formed by connecting three, four or five square steel pipes, into which concrete is poured, through lacing pieces; and the lacing pieces are H-shaped steel, and the upper and the left flanges of the H-shaped steel are welded with the square steel pipes. The lattice-type special-shaped steel pipe concrete column provided by the utility model has the characteristics of high strength, light deadweight, small earthquake force, good structure ductility, and strong capability of absorbing earthquake energy; the width of the square steel pipes in the lattice-type special-shaped steel pipe concrete columnis the same as that of walls; because no exposed column edges are arranged indoors, indoor furniture and other objects are arranged conveniently, and the effective use of the building area is improved.
Description
Technical field
The utility model relates to a kind of lattice special-shaped steel pipe concrete post that is used for civil engineering.
Background technology
The structure of present steel core concrete column generally is to fill out pouring concrete in circle or rectangular steel pipe, such steel core concrete column have construction simple, be convenient to plurality of advantages such as suitability for industrialized production, steel can reuse, energy-conserving and environment-protective.But its sectional dimension of this steel core concrete column is often greater than the thickness of body of wall, and the partly phenomenon of outstanding body of wall of pillar appears in indoor meeting during use, thus influence indoor furniture and object put and attractive in appearance, be not easy to adopt in the residential structure kind.
The utility model content
The purpose of this utility model provides a kind of intensity height, from heavy and light, seismic forces is little, structure ductility good, absorb the strong lattice special-shaped steel pipe concrete post of ability of seismic energy, and this lattice special-shaped steel pipe concrete post in use, the indoor pillar corner angle that do not expose, be convenient to the layout of objects such as indoor furniture, improved effective usability of building area.
For achieving the above object, the utility model is taked following design scheme:
A kind of lattice special-shaped steel pipe concrete post is characterized in that, it is concrete rectangular steel tube has been built in three or four or five inside to connect into cross section and be by sewing part
Shape or
Shape or
The lattice steel core concrete column of shape, the described part of sewing is a H shaped steel, weld mutually with described rectangular steel tube the last bottom flange of described H shaped steel.
The web of described H shaped steel welds mutually with described rectangular steel tube.
Described H shaped steel connects top, bottom and the middle part of adjacent two described rectangular steel tubes.
Big 0~the 5mm of height of the described H shaped steel of the side ratio of described rectangular steel tube.
The utility model has the advantages that:
1, the utility model lattice special-shaped steel pipe concrete post is because it is concrete rectangular steel tube has been built in three or four or five inside to connect into cross section and be by sewing part
Shape or
Shape or
The lattice steel core concrete column of shape, therefore the utility model lattice special-shaped steel pipe concrete post intensity height, from heavy and light, seismic forces is little, structure ductility good, the ability that absorbs seismic energy is strong, and the width of the rectangular steel tube in this lattice special-shaped steel pipe concrete post and wall are with wide, the indoor pillar corner angle that do not expose, be convenient to the layout of objects such as indoor furniture, improved effective usability of building area.
2, the utility model lattice special-shaped steel pipe concrete post, the part of sewing has wherein drawn back distance between the rectangular steel tube, thereby lattice special-shaped steel pipe concrete post resistance moment is strengthened, increase anti-seismic performance of the present utility model, strengthened the resistance to overturning of the utility model lattice special-shaped steel pipe concrete post.
3, the utility model lattice special-shaped steel pipe concrete post, adopted H shape steel as sewing part with bending rigidity, because H shaped steel has very high side direction bending rigidity, therefore, H shaped steel makes the utility model lattice special-shaped steel pipe concrete post have lateral stability preferably as sewing the formed lattice special-shaped steel pipe concrete of part post good integrity simultaneously.
4, the utility model lattice special-shaped steel pipe concrete post, the web of its H shaped steel welds mutually with rectangular steel tube, has strengthened the bonding strength between the rectangular steel tube.For fear of causing the rectangular steel tube local stress, the web of H shaped steel can not weld with steel pipe yet, guarantees the integral rigidity of H shaped steel.
5, the utility model lattice special-shaped steel pipe concrete post, the big 0~5mm of height of the side ratio H shaped steel of rectangular steel tube wherein is to be convenient to welding and maintenance and wall with wide.
6, the utility model lattice special-shaped steel pipe concrete post has wherein been built concrete in the rectangular steel tube, can improve the local stability of the anti-pressure ability and the assurance rectangular steel tube of lattice special-shaped steel pipe concrete post.
Description of drawings
Fig. 1 is the utility model embodiment one perspective view
Fig. 2 is the cross-sectional structure schematic diagram of the utility model embodiment one
Fig. 3 is the utility model embodiment two perspective view
Fig. 4 is the cross-sectional structure schematic diagram of the utility model embodiment two
Fig. 5 is the utility model embodiment three perspective view
Fig. 6 is the cross-sectional structure schematic diagram of the utility model embodiment three
The specific embodiment
As shown in Figure 1 and Figure 2, a kind of lattice special-shaped steel pipe concrete of the utility model post, it is to connect into cross section and be by sewing rectangular steel tube 3 that part 1 builds concrete 2 with three inside
The lattice steel core concrete column of shape is sewed part 1 and is H shaped steel, and weld mutually with rectangular steel tube 3 the last bottom flange of H shaped steel.
As shown in Figure 3, Figure 4, a kind of lattice special-shaped steel pipe concrete of the utility model post, it is to connect into cross section and be by sewing rectangular steel tube 3 that part 1 builds concrete 2 with four inside
The lattice steel core concrete column of shape is sewed part 1 and is H shaped steel, and weld mutually with rectangular steel tube 3 the last bottom flange of H shaped steel.
As Fig. 5, shown in Figure 6, a kind of lattice special-shaped steel pipe concrete of the utility model post, it is to connect into cross section and be by sewing rectangular steel tube that part 1 builds concrete 2 with five inside
The lattice steel core concrete column of shape is sewed part 1 and is H shaped steel, and weld mutually with rectangular steel tube 3 the last bottom flange of H shaped steel.
Wherein, the web of H shaped steel welds mutually with rectangular steel tube 3.
H shaped steel connects top, bottom and the middle part (as Fig. 1, Fig. 3, shown in Figure 5) of adjacent two rectangular steel tubes 3.
Big 0~the 5mm of height of the side ratio H shaped steel of rectangular steel tube 3.
Claims (5)
1, a kind of lattice special-shaped steel pipe concrete post is characterized in that, it is concrete rectangular steel tube has been built in three or four or five inside to connect into cross section and be by sewing part
Shape or
Shape or
The lattice steel core concrete column of shape, the described part of sewing is a H shaped steel, weld mutually with described rectangular steel tube the last bottom flange of described H shaped steel.
2, lattice special-shaped steel pipe concrete post according to claim 1, it is characterized in that: the web of described H shaped steel welds mutually with described rectangular steel tube.
3, lattice special-shaped steel pipe concrete post according to claim 1 and 2, it is characterized in that: described H shaped steel connects top, bottom and the middle part of adjacent two described rectangular steel tubes.
4, lattice special-shaped steel pipe concrete post according to claim 1 and 2 is characterized in that: the big 0~5mm of height of the described H shaped steel of the side ratio of described rectangular steel tube.
5, lattice special-shaped steel pipe concrete post according to claim 3 is characterized in that: the big 0~5mm of height of the described H shaped steel of the side ratio of described rectangular steel tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2009201091252U CN201433511Y (en) | 2009-06-11 | 2009-06-11 | Lattice-type special-shaped steel pipe concrete column |
Applications Claiming Priority (1)
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CN2009201091252U CN201433511Y (en) | 2009-06-11 | 2009-06-11 | Lattice-type special-shaped steel pipe concrete column |
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CN201433511Y true CN201433511Y (en) | 2010-03-31 |
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CN2009201091252U Expired - Fee Related CN201433511Y (en) | 2009-06-11 | 2009-06-11 | Lattice-type special-shaped steel pipe concrete column |
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Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102433963A (en) * | 2011-12-26 | 2012-05-02 | 北京工业大学 | Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof |
CN102518259A (en) * | 2011-12-26 | 2012-06-27 | 北京工业大学 | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof |
CN102561509A (en) * | 2011-12-26 | 2012-07-11 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
CN102587577A (en) * | 2012-03-15 | 2012-07-18 | 天津大学 | Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof |
CN103114716A (en) * | 2013-02-04 | 2013-05-22 | 中天建设集团有限公司 | Steel tube lattice column connection device |
CN103967206A (en) * | 2014-05-14 | 2014-08-06 | 福建工程学院 | Combined lattice type hollow component |
CN104234321A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Honeycomb-shaped steel web and steel pipe concrete flange combined L-shaped section column |
CN104234318A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Cellular steel web-concrete filled steel tube flange composite section-cross column |
CN104847053A (en) * | 2015-05-07 | 2015-08-19 | 天津大学 | Concrete filled steel tube specially shaped column suitable for industrial production |
CN104929316A (en) * | 2015-06-19 | 2015-09-23 | 重庆中设工程设计股份有限公司 | Cement concrete support column and construction method thereof |
CN105040905A (en) * | 2015-05-07 | 2015-11-11 | 天津大学 | L-shaped concrete filled steel tubular special-shaped column being suitable for industrial production |
CN105442756A (en) * | 2015-12-17 | 2016-03-30 | 中冶建筑研究总院有限公司 | Combined special-shaped column, structure system provided with column, and construction method of structure system |
CN105442754A (en) * | 2015-12-28 | 2016-03-30 | 天津大学 | Assembled double-plate-connected concrete-filled steel tube composite special-shaped column |
CN105507496A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special L-shaped concrete-filled steel tubular composite applicable to industrial production |
CN105507495A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special T-shaped concrete-filled steel tubular composite column applicable to industrial production |
CN105544869A (en) * | 2015-05-07 | 2016-05-04 | 天津大学 | Steel pipe and concrete combination special-shaped column suitable for industrial production |
CN105569269A (en) * | 2015-12-17 | 2016-05-11 | 中冶建筑研究总院有限公司 | Combined special-shaped column, structure system comprising combined special-shaped column and construction method of structure system |
CN105649272A (en) * | 2015-12-28 | 2016-06-08 | 天津大学 | Unribbed double-plate-connection concrete-filled steel tube combined special-shaped column |
CN106760201A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | There are concavo-convex U-steel and its internal connection coupled column in corner |
CN106760476A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | Interior interconnection system scaffold clasp and its attachment structure |
CN107190889A (en) * | 2017-06-21 | 2017-09-22 | 中天建设集团浙江钢构有限公司 | The integrated wall of steel frame lightweight sandwich boards and its construction method |
CN109736510A (en) * | 2018-12-18 | 2019-05-10 | 安徽同济建设集团有限责任公司 | A kind of building column that steel pipe is combined with batten plate |
CN111809798A (en) * | 2020-05-27 | 2020-10-23 | 山东彤创建筑科技有限公司 | Lattice type building block combined special-shaped column containing hidden column |
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2009
- 2009-06-11 CN CN2009201091252U patent/CN201433511Y/en not_active Expired - Fee Related
Cited By (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102433963A (en) * | 2011-12-26 | 2012-05-02 | 北京工业大学 | Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof |
CN102518259B (en) * | 2011-12-26 | 2014-02-26 | 北京工业大学 | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof |
CN102561509A (en) * | 2011-12-26 | 2012-07-11 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
CN102518259A (en) * | 2011-12-26 | 2012-06-27 | 北京工业大学 | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof |
CN102561509B (en) * | 2011-12-26 | 2014-12-03 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
CN102433963B (en) * | 2011-12-26 | 2013-11-06 | 北京工业大学 | Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof |
CN102587577A (en) * | 2012-03-15 | 2012-07-18 | 天津大学 | Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof |
CN103114716A (en) * | 2013-02-04 | 2013-05-22 | 中天建设集团有限公司 | Steel tube lattice column connection device |
CN103967206A (en) * | 2014-05-14 | 2014-08-06 | 福建工程学院 | Combined lattice type hollow component |
CN104234321A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Honeycomb-shaped steel web and steel pipe concrete flange combined L-shaped section column |
CN104234318A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Cellular steel web-concrete filled steel tube flange composite section-cross column |
CN104847053A (en) * | 2015-05-07 | 2015-08-19 | 天津大学 | Concrete filled steel tube specially shaped column suitable for industrial production |
CN105507496A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special L-shaped concrete-filled steel tubular composite applicable to industrial production |
CN105040905A (en) * | 2015-05-07 | 2015-11-11 | 天津大学 | L-shaped concrete filled steel tubular special-shaped column being suitable for industrial production |
CN105544869A (en) * | 2015-05-07 | 2016-05-04 | 天津大学 | Steel pipe and concrete combination special-shaped column suitable for industrial production |
CN105507495A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special T-shaped concrete-filled steel tubular composite column applicable to industrial production |
CN104929316B (en) * | 2015-06-19 | 2017-03-08 | 重庆中设工程设计股份有限公司 | A kind of cement concrete pillar and its construction method |
CN104929316A (en) * | 2015-06-19 | 2015-09-23 | 重庆中设工程设计股份有限公司 | Cement concrete support column and construction method thereof |
CN105442756A (en) * | 2015-12-17 | 2016-03-30 | 中冶建筑研究总院有限公司 | Combined special-shaped column, structure system provided with column, and construction method of structure system |
CN105569269A (en) * | 2015-12-17 | 2016-05-11 | 中冶建筑研究总院有限公司 | Combined special-shaped column, structure system comprising combined special-shaped column and construction method of structure system |
CN105442756B (en) * | 2015-12-17 | 2018-01-05 | 中冶建筑研究总院有限公司 | A kind of combined special-shaped column, the structural system and its construction method for being equipped with the post |
CN105442754A (en) * | 2015-12-28 | 2016-03-30 | 天津大学 | Assembled double-plate-connected concrete-filled steel tube composite special-shaped column |
CN105649272A (en) * | 2015-12-28 | 2016-06-08 | 天津大学 | Unribbed double-plate-connection concrete-filled steel tube combined special-shaped column |
CN106760201A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | There are concavo-convex U-steel and its internal connection coupled column in corner |
CN106760476A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | Interior interconnection system scaffold clasp and its attachment structure |
CN107190889A (en) * | 2017-06-21 | 2017-09-22 | 中天建设集团浙江钢构有限公司 | The integrated wall of steel frame lightweight sandwich boards and its construction method |
CN109736510A (en) * | 2018-12-18 | 2019-05-10 | 安徽同济建设集团有限责任公司 | A kind of building column that steel pipe is combined with batten plate |
CN111809798A (en) * | 2020-05-27 | 2020-10-23 | 山东彤创建筑科技有限公司 | Lattice type building block combined special-shaped column containing hidden column |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100331 Termination date: 20140611 |