CN107989263A - A kind of more limb lattice Special-Shaped Columns - Google Patents
A kind of more limb lattice Special-Shaped Columns Download PDFInfo
- Publication number
- CN107989263A CN107989263A CN201711203099.5A CN201711203099A CN107989263A CN 107989263 A CN107989263 A CN 107989263A CN 201711203099 A CN201711203099 A CN 201711203099A CN 107989263 A CN107989263 A CN 107989263A
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- China
- Prior art keywords
- special
- shaped
- steel tube
- square steel
- limb
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- 239000000463 material Substances 0.000 claims abstract description 44
- 238000009958 sewing Methods 0.000 claims abstract description 15
- 238000003032 molecular docking Methods 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims abstract description 5
- 239000010410 layer Substances 0.000 claims description 13
- 239000002356 single layer Substances 0.000 claims description 6
- 239000011490 mineral wool Substances 0.000 claims description 3
- 210000001015 abdomen Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of more limb lattice Special-Shaped Columns, including limb part and sew material；Limb part is square steel tube a；Multiple limb parts form Special-Shaped Column with multiple materials of sewing by welding；When Special-Shaped Column sews the form of material using individual layer, it is square steel tube b to sew material, when the limb part square steel tube a length of sides are more than 180mm, sew material using bilayer, sews material and use angle steel；Limb part is divided into rigid frame formula and truss-like with sewing the type of attachment of material；The section of Special-Shaped Column can be T-shaped, L-shaped, Z-shaped, cross or the shape for adapting to construction wall shape；Otic placode is arranged on the square steel tube a sides of special-shaped top end and bottom, by being welded and fixed；The square steel tube a otic placodes of one special-shaped top end are fixed by bolt and connecting plate one end, and the connecting plate other end and the square steel tube a otic placodes of another Special-Shaped Column bottom are bolted, and form the docking between Special-Shaped Column；After the square steel tube a on top is fixedly connected with the square steel tube a of bottom by welding after Special-Shaped Column docking, otic placode is cut off.
Description
Technical field
The present invention relates to steel house technical field, more particularly to a kind of more limb lattice Special-Shaped Columns.
Background technology
What people were no longer simple of today is satisfied with the most basic use function of building structure, for the beautiful and comfortable of house
Also have higher requirement, traditional frame column uses rectangular column, it is impossible to surrounded completely by wall, suspension column is greatly prominent
House interior, takes the interior space, is not easy to the placement of furniture, while influences the beauty of building.
In this background, the appearance of Special-Shaped Column solves the problems, such as this well.Special-Shaped Column uses different geometry mostly
The section such as shaped cross such as T, L, Z cross, it is on the basis of building structure rigidity and bearing capacity is met, it is ensured that building
Use function and Architectural Design Requirements.Can preferably avoiding frame column using Special-Shaped Column replacement conventional post, space is convex indoors
Go out, take the situation of space, while make architectural design more flexible, it is more abundant using function.But current abnormity
Column is mostly concrete structure, in building at this stage, although concrete structure is widely used, from energy-saving and environment-friendly angle
For, concrete structure is constructed time-consuming and laborious at the scene, and the building waste produced after dismounting is not available for recycling, and causes
The substantial amounts of wasting of resources and environmental pollution.
The content of the invention
In order to solve the above technical problems, the object of the present invention is to provide a kind of more limb lattice Special-Shaped Columns, particular technique side
Case is as follows：
A kind of more limb lattice Special-Shaped Columns, including limb part and sew material；
The limb part is square steel tube a；
The material of sewing is divided into single-layer type and two-layer equation, and the material of sewing of single-layer type uses square steel tube b, and the material of sewing of two-layer equation uses angle
Steel；
Multiple limb parts form Special-Shaped Column with multiple materials of sewing by welding；
When Special-Shaped Column sews the form of material using individual layer, it is square steel tube b to sew material, when the limb part square steel tube a length of sides are more than 180mm
When, material is sewed using bilayer, sews material and uses angle steel；
The limb part is divided into rigid frame formula and truss-like with sewing the type of attachment of material；
The section of the Special-Shaped Column can be T-shaped, L-shaped, Z-shaped, cross or the shape for adapting to construction wall shape；
Otic placode is arranged on the square steel tube a sides of special-shaped top end and bottom, by being welded and fixed；
The otic placode is equipped with mounting hole, for lifting and connecting bolt；
The square steel tube a otic placodes of one special-shaped top end are fixed by bolt and connecting plate one end, the connecting plate other end with separately
The square steel tube a otic placodes of one Special-Shaped Column bottom are bolted, and form the docking between Special-Shaped Column；
After the square steel tube a on top is fixedly connected with the square steel tube a of bottom by welding after the Special-Shaped Column docking, excision
Otic placode.
A kind of more limb lattice Special-Shaped Columns, its preferred solution is between the square steel tube a and square steel tube b or angle steel
Gap filling rock wool.
Beneficial effects of the present invention：The Special-Shaped Column that the present invention uses is made of some square steel tube a, some square steel tube b, lattice
Column has a light weight compared to real abdomen column, and the advantages such as rigidity is big, arrange and more add flexibly compared to real abdomen column.Square steel tube a has
Good bending stiffness and torsional rigidity, and its length of side is adapted to various width of wall body, is preferably dissolved into wall.Holding
In the case of carrying on a shoulder pole same load, smaller that the cross sections of more limb lattice Special-Shaped Columns can be done than real abdomen column cross section is maximum
Increase to limit room utilization rate, there is good economic benefit.Unit member in more limb lattice Special-Shaped Columns of the present invention
Combining form is simple and species is few, both are easy to standardized production, and making easy to produce, machine-shaping, saves processing cost,
More limb lattice Special-Shaped Columns are transported to construction site after factory completes and directly assembled, and embody assembled conveniently
Feature.Square steel tube a and square steel tube b is according to connection of the present invention, demand that is simple and practicable and being adapted to various corners.Therefore
There is significant economic benefit using this structure.
Brief description of the drawings
Fig. 1 is that cross section is the top view that criss-cross individual layer sews the more limb lattice Special-Shaped Columns of material；
Fig. 2 is the top view that the individual layer that cross section is T-shaped sews the more limb lattice Special-Shaped Columns of material；
Fig. 3 is the top view that the individual layer that cross section is L-shaped sews the more limb lattice Special-Shaped Columns of material；
Fig. 4 is that cross section is the top view that Z-shaped individual layer sews the more limb lattice Special-Shaped Columns of material；
Fig. 5 is that cross section is the top view that criss-cross bilayer sews the more limb lattice Special-Shaped Columns of material；
Fig. 6 is the top view that the bilayer that cross section is T-shaped sews the more limb lattice Special-Shaped Columns of material；
Fig. 7 is the top view that the bilayer that cross section is L-shaped sews the more limb lattice Special-Shaped Columns of material；
Fig. 8 is that cross section is the top view that Z-shaped bilayer sews the more limb lattice Special-Shaped Columns of material；
Fig. 9 is the front elevation view that the criss-cross bilayer of truss-like sews the more limb lattice Special-Shaped Columns of material；
Figure 10 is the elevation of the more limb lattice Special-Shaped Columns of rigid frame formula cross；
Figure 11 connection diagrams between square steel tube a；
Figure 12 is square steel tube a and otic placode, connecting plate connection diagram.
In figure, 1- square steel tube a 2- square steel tube b 3- angle steel 4- otic placode 5- connecting plates.
Embodiment
A kind of more limb lattice Special-Shaped Columns as shown in figs. 1-12, including limb part and sew material；
The limb part is square steel tube a1；
The material of sewing is divided into single-layer type and two-layer equation, and single-layer type sews timber-used square steel tube b2, and two-layer equation sews timber-used angle steel
3；
Multiple limb parts form Special-Shaped Column with multiple materials of sewing by welding；
When Special-Shaped Column sews the form of material using individual layer, it is square steel tube b2 to sew material, when the limb part square steel tube a1 length of sides are more than 180mm
When, material is sewed using bilayer, sews material and uses angle steel；
The limb part is divided into rigid frame formula and truss-like with sewing the type of attachment of material；
The section of the Special-Shaped Column can be T-shaped, L-shaped, Z-shaped, cross or the shape for adapting to construction wall shape；
Otic placode is arranged on 1 side of square steel tube of special-shaped top end and bottom, by being welded and fixed；
The otic placode 4 is equipped with mounting hole, for lifting and connecting bolt；
The square steel tube a1 otic placodes 4 of one special-shaped top end are fixed by bolt and 5 one end of connecting plate, 5 other end of connecting plate
It is bolted with the square steel tube a1 otic placodes 4 of another Special-Shaped Column bottom, forms the docking between Special-Shaped Column；
After the square steel tube a1 on top is fixedly connected with the square steel tube a1 of bottom by welding after the Special-Shaped Column docking, cut
Except otic placode 4.
Gap filling rock wool between the square steel tube a1 and square steel tube b2 or angle steel 3.
Claims (2)
- A kind of 1. more limb lattice Special-Shaped Columns, it is characterised in that：Including limb part and sew material；The limb part is square steel tube a；The material of sewing is divided into single-layer type and two-layer equation, and the material of sewing of single-layer type uses square steel tube b, and the material of sewing of two-layer equation uses angle steel；Multiple limb parts form Special-Shaped Column with multiple materials of sewing by welding；When Special-Shaped Column sews the form of material using individual layer, it is square steel tube b to sew material, when the limb part square steel tube a length of sides are more than 180mm, is adopted Sew material with bilayer, sew material and use angle steel；The limb part is divided into rigid frame formula and truss-like with sewing the type of attachment of material；The section of the Special-Shaped Column can be T-shaped, L-shaped, Z-shaped, cross or the shape for adapting to construction wall shape；Otic placode is arranged on the square steel tube a sides of special-shaped top end and bottom, by being welded and fixed；The otic placode is equipped with mounting hole, for lifting and connecting bolt；The square steel tube a otic placodes of one special-shaped top end are fixed by bolt and connecting plate one end, the connecting plate other end and another The square steel tube a otic placodes of Special-Shaped Column bottom are bolted, and form the docking between Special-Shaped Column；After the square steel tube a on top is fixedly connected with the square steel tube a of bottom by welding after the Special-Shaped Column docking, ear is cut off Plate.
- A kind of 2. more limb lattice Special-Shaped Columns as claimed in claim 1, it is characterised in that：The square steel tube a and square steel tube b or Gap filling rock wool between angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711203099.5A CN107989263A (en) | 2017-11-27 | 2017-11-27 | A kind of more limb lattice Special-Shaped Columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711203099.5A CN107989263A (en) | 2017-11-27 | 2017-11-27 | A kind of more limb lattice Special-Shaped Columns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107989263A true CN107989263A (en) | 2018-05-04 |
Family
ID=62033300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711203099.5A Pending CN107989263A (en) | 2017-11-27 | 2017-11-27 | A kind of more limb lattice Special-Shaped Columns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107989263A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235773A (en) * | 2018-11-16 | 2019-01-18 | 中建二局安装工程有限公司 | A kind of lattice type anti-seismic steel pipe column and its construction method applied to large-span truss |
| CN110258924A (en) * | 2019-07-03 | 2019-09-20 | 中国五冶集团有限公司 | Clod wash C-shaped angle steel lattice Special-Shaped Column and preparation method thereof |
Citations (15)
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|---|---|---|---|---|
| JPH03233061A (en) * | 1990-02-05 | 1991-10-17 | Sekisui House Ltd | Lattice column |
| JPH03233062A (en) * | 1990-02-05 | 1991-10-17 | Sekisui House Ltd | Construction method of column |
| US20080184653A1 (en) * | 2006-10-13 | 2008-08-07 | Bauman Kevin P | Truss Tower Leg Reinforcing System |
| CN101525904A (en) * | 2009-04-01 | 2009-09-09 | 天津大学 | Square steel tube concrete combined special-shaped column sleeve beam column node and manufacturing method |
| CN101565969A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Indirect assembly concrete-filled steel tube combined special-shaped column and production method thereof |
| CN103174260A (en) * | 2013-04-09 | 2013-06-26 | 广西大学 | Crossed steel concrete specially-shaped column with angle steel framework |
| CN203330607U (en) * | 2013-05-29 | 2013-12-11 | 中建钢构江苏有限公司 | On-site butt joint connection and location device for construction steel structure box type section steel column |
| CN104234314A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Honeycomb web plate cross-shaped section special-shaped steel column |
| CN204174839U (en) * | 2014-09-29 | 2015-02-25 | 南京工业大学 | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column |
| CN204252389U (en) * | 2014-11-20 | 2015-04-08 | 中冶赛迪工程技术股份有限公司 | The insulating protection structure of a kind of factory building lattice post and column braces |
| CN204781598U (en) * | 2015-05-29 | 2015-11-18 | 中建钢构江苏有限公司 | Interim connection structure of detachable steel column |
| CN106284842A (en) * | 2015-05-26 | 2017-01-04 | 上海可控环境农业工程技术研究中心 | A kind of lattice-type steel column of high intensity |
| CN206091075U (en) * | 2016-08-16 | 2017-04-12 | 青岛理工大学 | Concrete-filled steel tube combination column suitable for industrial production |
| CN206346398U (en) * | 2016-12-21 | 2017-07-21 | 湖北福鑫重型钢结构工程股份有限公司 | A kind of skyscraper steel column splicing construction |
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-
2017
- 2017-11-27 CN CN201711203099.5A patent/CN107989263A/en active Pending
Patent Citations (15)
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| JPH03233062A (en) * | 1990-02-05 | 1991-10-17 | Sekisui House Ltd | Construction method of column |
| US20080184653A1 (en) * | 2006-10-13 | 2008-08-07 | Bauman Kevin P | Truss Tower Leg Reinforcing System |
| CN101525904A (en) * | 2009-04-01 | 2009-09-09 | 天津大学 | Square steel tube concrete combined special-shaped column sleeve beam column node and manufacturing method |
| CN101565969A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Indirect assembly concrete-filled steel tube combined special-shaped column and production method thereof |
| CN103174260A (en) * | 2013-04-09 | 2013-06-26 | 广西大学 | Crossed steel concrete specially-shaped column with angle steel framework |
| CN203330607U (en) * | 2013-05-29 | 2013-12-11 | 中建钢构江苏有限公司 | On-site butt joint connection and location device for construction steel structure box type section steel column |
| CN104234314A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Honeycomb web plate cross-shaped section special-shaped steel column |
| CN204174839U (en) * | 2014-09-29 | 2015-02-25 | 南京工业大学 | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column |
| CN204252389U (en) * | 2014-11-20 | 2015-04-08 | 中冶赛迪工程技术股份有限公司 | The insulating protection structure of a kind of factory building lattice post and column braces |
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| CN204781598U (en) * | 2015-05-29 | 2015-11-18 | 中建钢构江苏有限公司 | Interim connection structure of detachable steel column |
| CN206091075U (en) * | 2016-08-16 | 2017-04-12 | 青岛理工大学 | Concrete-filled steel tube combination column suitable for industrial production |
| CN206346398U (en) * | 2016-12-21 | 2017-07-21 | 湖北福鑫重型钢结构工程股份有限公司 | A kind of skyscraper steel column splicing construction |
| CN207686137U (en) * | 2017-11-27 | 2018-08-03 | 沈阳建筑大学 | A kind of more limb lattice Special-Shaped Columns |
Non-Patent Citations (1)
| Title |
|---|
| 刘建民等: "土木工程施工教程", 西北工业大学出版社, pages: 251 - 252 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235773A (en) * | 2018-11-16 | 2019-01-18 | 中建二局安装工程有限公司 | A kind of lattice type anti-seismic steel pipe column and its construction method applied to large-span truss |
| CN110258924A (en) * | 2019-07-03 | 2019-09-20 | 中国五冶集团有限公司 | Clod wash C-shaped angle steel lattice Special-Shaped Column and preparation method thereof |
| CN110258924B (en) * | 2019-07-03 | 2024-01-26 | 中国五冶集团有限公司 | Cold-bent C-shaped angle steel lattice type special-shaped column and manufacturing method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20180504 |