CN102251587A - Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof - Google Patents
Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof Download PDFInfo
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- CN102251587A CN102251587A CN2011101235424A CN201110123542A CN102251587A CN 102251587 A CN102251587 A CN 102251587A CN 2011101235424 A CN2011101235424 A CN 2011101235424A CN 201110123542 A CN201110123542 A CN 201110123542A CN 102251587 A CN102251587 A CN 102251587A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 88
- 239000010959 steel Substances 0.000 title claims abstract description 88
- 238000004519 manufacturing process Methods 0.000 title abstract description 5
- 238000003466 welding Methods 0.000 abstract description 2
- 210000000554 Iris Anatomy 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 240000005158 Phaseolus vulgaris Species 0.000 description 1
- 206010039897 Sedation Diseases 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Abstract
The invention relates to an inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and a manufacturing method thereof. The inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node comprises rectangular steel pipe columns, an H-shaped steel beam, an inner lining pipe and bolts. The inner lining pipe is connected with the inner walls of the two sections of the rectangular steel pipe columns through bolts; and the H-shaped steel beam is connected with the outer walls of the two sections of the rectangular steel pipe columns by welding, thereby constituting the inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node. The inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node has the benefits that the load transfer is clear, the manufacturing and the mounting are convenient, the cost is low and a positive role is played in diversifying building models.
Description
Technical field
The present invention relates to a kind of building structure bean column node, more particularly, relate to a kind of liner tubular type rectangular steel pipe post-H section steel beam connected node.
Background technology
Node is the important component part of steel house building, and its performance directly influences rigidity, stability and the supporting capacity of structural system, and the anti-seismic performance of structural entity is also had material impact.For different steel buildings, rectangle steel tubing string-H section steel beam connected node form that can be for you to choose is single relatively, and three kinds of iris type node, the board-like node of overhanging end and overcoat cartridge type nodes are only arranged.In the industrialized development process of steel structure of housing, the problem of rectangle steel tubing string-H section steel beam connected node is more and more outstanding:
1. iris type node, complex structure, the field Welding workload is big;
2. the board-like node of overhanging end influences architectural image and indoor attractive in appearance;
3. overcoat cartridge type node, the fabrication and installation complexity influences the duration progress;
4. iris type node, the board-like node of overhanging end and overcoat cartridge type node, the work progress complexity, technical economic benefit is low;
5. existing joint form is too dull, is unfavorable for enriching architectural image and innovation structure system.
Summary of the invention
In order to overcome deficiency of the prior art, the invention provides a kind of liner tubular type rectangular steel pipe post-H section steel beam connected node, solved existing joint form dullness, work progress complicated problems; Simultaneously, rectangle steel tubing string, H section steel beam, internal lining pipe and bolt all adopt steel to make in advance, and installation and processing is convenient.
Technical scheme of the present invention is as follows:
A kind of liner tubular type rectangular steel pipe post-H section steel beam connected node comprises rectangle steel tubing string, H section steel beam, internal lining pipe and bolt, it is characterized in that, described internal lining pipe is connected with two sections rectangular steel pipe column walls, and described H section steel beam is connected with two sections rectangular steel pipe column outer walls.
Described internal lining pipe is connected by bolt with the rectangle steel tubing string.
Described H section steel beam and rectangular steel pipe column outer wall are by being welded to connect.
Described rectangle steel tubing string is made of rectangular steel pipe, and described H section steel beam is made of H shaped steel, and described internal lining pipe is made of rectangular steel pipe, and described bolt is made of high-strength bolt.
The invention has the beneficial effects as follows the form of structure novelty, power transmission mechanism is clear and definite, and fabrication and installation are convenient.Be specially adapted to the steel house structure.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the lateral view of Fig. 1;
Fig. 3 is the sectional view of Fig. 1;
Fig. 4 is internal lining pipe and rectangle steel tubing string connection diagram.
Among the figure, 1: rectangle steel tubing string, 2:H section steel beam, 3: internal lining pipe; 4: bolt.
The specific embodiment
As depicted in figs. 1 and 2, liner tubular type rectangular steel pipe post-H section steel beam connected node comprises rectangle steel tubing string 1, H section steel beam 2, internal lining pipe 3 and bolt 4.Rectangle steel tubing string 1 is a rectangular steel pipe.H section steel beam 2 is a H shaped steel.Internal lining pipe 3 is a rectangular steel pipe.Bolt 4 is a high-strength bolt.
As shown in Figure 2, H section steel beam 2 edges of a wing and two sections rectangle steel tubing string 1 outer walls are welded to connect.H section steel beam 2 webs and two sections rectangle steel tubing string 1 outer walls are welded to connect.
As shown in Figure 3 and Figure 4, internal lining pipe 3 sectional dimensions should satisfy the requirement that is adjacent to two sections rectangle steel tubing string 1 inwalls.Internal lining pipe 3 and two sections rectangle steel tubing string 1 prepared screw-bolt holes, the bolt hole spacing satisfies the 2 sectional dimension requirements of H section steel beam.Internal lining pipe 3 is connected by bolt 4 with two sections rectangle steel tubing strings 1.
Claims (4)
1. liner tubular type rectangular steel pipe post-H section steel beam connected node, comprise rectangle steel tubing string, H section steel beam, internal lining pipe and bolt, it is characterized in that described internal lining pipe is connected with two sections rectangular steel pipe column walls, described H section steel beam is connected with two sections rectangular steel pipe column outer walls.
2. liner tubular type rectangular steel pipe post according to claim 1-H section steel beam connected node is characterized in that described internal lining pipe is connected by bolt with the rectangle steel tubing string.
3. liner tubular type rectangular steel pipe post according to claim 1-H section steel beam connected node is characterized in that described H section steel beam and rectangular steel pipe column outer wall are by being welded to connect.
4. liner tubular type rectangular steel pipe post according to claim 1-H section steel beam connected node, it is characterized in that described rectangle steel tubing string is made of rectangular steel pipe, described H section steel beam is made of H shaped steel, described internal lining pipe is made of rectangular steel pipe, and described bolt is made of high-strength bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101235424A CN102251587A (en) | 2011-05-13 | 2011-05-13 | Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101235424A CN102251587A (en) | 2011-05-13 | 2011-05-13 | Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102251587A true CN102251587A (en) | 2011-11-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101235424A Pending CN102251587A (en) | 2011-05-13 | 2011-05-13 | Inner lining pipe type rectangular steel pipe column-H-shaped steel beam connecting node and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102251587A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733490A (en) * | 2012-06-29 | 2012-10-17 | 中国建筑股份有限公司 | Square steel core filling inner sleeve and opposing screw bolt splicing joint and construction method of splicing joint |
| CN102733491A (en) * | 2012-06-29 | 2012-10-17 | 中国建筑股份有限公司 | Rectangular pipe column splicing inner sleeve pipe through bolt connection node and construction method thereof |
| CN102912863A (en) * | 2012-11-08 | 2013-02-06 | 沈阳建筑大学 | External reinforcement ring type steel structure specially-shaped space node with excursed beam position |
| CN102995756A (en) * | 2012-12-12 | 2013-03-27 | 天津大学 | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method |
| CN104213709A (en) * | 2014-08-27 | 2014-12-17 | 浙江精工钢结构集团有限公司 | Manufacturing method for concrete and steel structure mixed construction node |
| CN104264790A (en) * | 2014-08-19 | 2015-01-07 | 江苏建筑职业技术学院 | Inner sleeve type concrete-filled steel tube beam column joint and production method thereof |
| CN105040832A (en) * | 2015-08-07 | 2015-11-11 | 河海大学 | Connecting node for wide-flange H-section steel column added with horizontal draw bars on two sides and H-section steel beam |
| CN105064512A (en) * | 2015-08-12 | 2015-11-18 | 广州大学 | Connecting structure of circular steel tube concrete column and steel beam |
| CN105569184A (en) * | 2016-01-07 | 2016-05-11 | 天津大学 | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders |
| CN106013441A (en) * | 2016-07-13 | 2016-10-12 | 李波 | Connecting casing with steel structure |
| CN106522363A (en) * | 2016-12-05 | 2017-03-22 | 青岛理工大学 | Modular steel frame connection device and connection method thereof |
| CN107060078A (en) * | 2017-01-25 | 2017-08-18 | 哈尔滨工业大学 | A kind of aluminum joints used to wearing bolts assemblies space structure |
| CN107514061A (en) * | 2017-08-23 | 2017-12-26 | 青岛理工大学 | The double sleeve splicing nodes of square-outside and round-inside steel pipe and its construction method |
| CN107893481A (en) * | 2017-12-21 | 2018-04-10 | 青岛理工大学 | With the full assembling steel frame structural system for recovering function |
| CN113431374A (en) * | 2021-07-07 | 2021-09-24 | 厦门大学 | Indoor shockproof reinforcement customized steel frame for existing building |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201535015U (en) * | 2009-07-31 | 2010-07-28 | 宝山钢铁股份有限公司 | Connecting node of outer sleeve-type square and rectangular steel pipe column and H-shaped steel beam |
| CN201554121U (en) * | 2009-07-31 | 2010-08-18 | 宝山钢铁股份有限公司 | Connection joint of inner sleeve squared rectangular steel pipe column and H-shaped steel beam |
| CN201738458U (en) * | 2010-08-31 | 2011-02-09 | 武汉长丰赛博思钢结构工程有限公司 | Novel assembly type end-plate connecting node of cold-bending rectangular steel pipe column and H type steel beam |
| CN101982623A (en) * | 2010-10-22 | 2011-03-02 | 南京工业大学 | Strengthened bolt connecting joint for rectangular steel pipe column and inner sleeve of I-steel beam |
-
2011
- 2011-05-13 CN CN2011101235424A patent/CN102251587A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201535015U (en) * | 2009-07-31 | 2010-07-28 | 宝山钢铁股份有限公司 | Connecting node of outer sleeve-type square and rectangular steel pipe column and H-shaped steel beam |
| CN201554121U (en) * | 2009-07-31 | 2010-08-18 | 宝山钢铁股份有限公司 | Connection joint of inner sleeve squared rectangular steel pipe column and H-shaped steel beam |
| CN201738458U (en) * | 2010-08-31 | 2011-02-09 | 武汉长丰赛博思钢结构工程有限公司 | Novel assembly type end-plate connecting node of cold-bending rectangular steel pipe column and H type steel beam |
| CN101982623A (en) * | 2010-10-22 | 2011-03-02 | 南京工业大学 | Strengthened bolt connecting joint for rectangular steel pipe column and inner sleeve of I-steel beam |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733491A (en) * | 2012-06-29 | 2012-10-17 | 中国建筑股份有限公司 | Rectangular pipe column splicing inner sleeve pipe through bolt connection node and construction method thereof |
| CN102733490A (en) * | 2012-06-29 | 2012-10-17 | 中国建筑股份有限公司 | Square steel core filling inner sleeve and opposing screw bolt splicing joint and construction method of splicing joint |
| CN102733490B (en) * | 2012-06-29 | 2014-03-26 | 中国建筑股份有限公司 | Square steel core filling inner sleeve and opposing screw bolt splicing joint and construction method of splicing joint |
| CN102912863A (en) * | 2012-11-08 | 2013-02-06 | 沈阳建筑大学 | External reinforcement ring type steel structure specially-shaped space node with excursed beam position |
| CN102995756A (en) * | 2012-12-12 | 2013-03-27 | 天津大学 | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method |
| CN104264790A (en) * | 2014-08-19 | 2015-01-07 | 江苏建筑职业技术学院 | Inner sleeve type concrete-filled steel tube beam column joint and production method thereof |
| CN104213709A (en) * | 2014-08-27 | 2014-12-17 | 浙江精工钢结构集团有限公司 | Manufacturing method for concrete and steel structure mixed construction node |
| CN104213709B (en) * | 2014-08-27 | 2016-09-07 | 浙江精工钢结构集团有限公司 | A kind of concrete and the preparation method of steel construction combination construction node |
| CN105040832A (en) * | 2015-08-07 | 2015-11-11 | 河海大学 | Connecting node for wide-flange H-section steel column added with horizontal draw bars on two sides and H-section steel beam |
| CN105064512A (en) * | 2015-08-12 | 2015-11-18 | 广州大学 | Connecting structure of circular steel tube concrete column and steel beam |
| CN105569184A (en) * | 2016-01-07 | 2016-05-11 | 天津大学 | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders |
| CN106013441A (en) * | 2016-07-13 | 2016-10-12 | 李波 | Connecting casing with steel structure |
| CN106522363A (en) * | 2016-12-05 | 2017-03-22 | 青岛理工大学 | Modular steel frame connection device and connection method thereof |
| CN107060078A (en) * | 2017-01-25 | 2017-08-18 | 哈尔滨工业大学 | A kind of aluminum joints used to wearing bolts assemblies space structure |
| CN107514061A (en) * | 2017-08-23 | 2017-12-26 | 青岛理工大学 | The double sleeve splicing nodes of square-outside and round-inside steel pipe and its construction method |
| CN107893481A (en) * | 2017-12-21 | 2018-04-10 | 青岛理工大学 | With the full assembling steel frame structural system for recovering function |
| CN107893481B (en) * | 2017-12-21 | 2019-03-15 | 青岛理工大学 | With the full assembly steel frame structural system for restoring function |
| CN113431374A (en) * | 2021-07-07 | 2021-09-24 | 厦门大学 | Indoor shockproof reinforcement customized steel frame for existing building |
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Application publication date: 20111123 |
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