CN107190850A - A kind of preparation method of the weak axial bean column node of part coupled column - Google Patents
A kind of preparation method of the weak axial bean column node of part coupled column Download PDFInfo
- Publication number
- CN107190850A CN107190850A CN201710317374.XA CN201710317374A CN107190850A CN 107190850 A CN107190850 A CN 107190850A CN 201710317374 A CN201710317374 A CN 201710317374A CN 107190850 A CN107190850 A CN 107190850A
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- China
- Prior art keywords
- profile steel
- bracket
- steel post
- column
- coupled column
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 19
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 19
- 238000002360 preparation method Methods 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 238000003466 welding Methods 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000012805 post-processing Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of preparation method of the weak axial bean column node of part coupled column, it is comprised the technical steps that：1), pre-erection coupled column and beam；2), in the node district of H profile steel post, upper and lower two pieces of cross connecting plates are welded between the edge of a wing, one piece of vertical connecting plate is welded between two pieces of cross connecting plates；3) bracket, is made, the section of bracket is identical with the section of beam；4), bracket is alignd and is welded to connect with the cross connecting plate up and down and vertical connecting plate of H profile steel post；5), bracket in the edge of a wing of H profile steel post with after the completion of the welding of H profile steel post, filling concrete, forming the part coupled column of weak axial zone bracket；6), bracket, the upper lower flange of beam, bolt hole is opened up on web, H profile steel post passes through bracket and carries out bolt connection with beam.The preparation method of the weak axial bean column node of part coupled column of the present invention is easy to make, is connected firmly, facilitates part coupled column to be attached in weak axial direction with beam.
Description
【Technical field】
The present invention relates to a kind of preparation method of building element, and in particular to a kind of weak axial bean column node of part coupled column
Preparation method, belong to construction techniques technical field.
【Background technology】
Steel-concrete part combined member is a kind of new structural members of 1980s Europe proposition, its
The basic pattern in section is the fill concrete between the edge of a wing of H profile steel component.This combined member has that bearing capacity is big, rigidity
Greatly, the advantages of fire resistance is good, at present at home also without practical application.
However, fill concrete can cause part coupled column in the company of weak direction of principal axis and beam between the edge of a wing of H profile steel component
Connect more difficult.
Therefore, in order to solve the above technical problems, it is necessory to provide a kind of part coupled column of innovation weak axial beam column section
The preparation method of point, to overcome the defect of the prior art.
【The content of the invention】
To solve the above problems, it is an object of the invention to provide a kind of easy to make, part coupled column being connected firmly
The preparation method of weak axial bean column node.
To achieve the above object, the technical scheme taken of the present invention is：A kind of weak axial bean column node of part coupled column
Preparation method, it is comprised the technical steps that：
1), pre-erection coupled column and beam；The pre-erection coupled column is by H profile steel post and is filled in H profile steel post
Coagulation local soil type into；The H profile steel post includes web and is arranged on the edge of a wing at web two ends；
2), in the node district of H profile steel post, upper and lower two pieces of cross connecting plates are welded between the edge of a wing, in two pieces of lateral connections
One piece of vertical connecting plate is welded between plate；
3) bracket, is made, the section of bracket is identical with the section of beam；
4), bracket is alignd and is welded to connect with the cross connecting plate up and down and vertical connecting plate of H profile steel post；
5), bracket in the edge of a wing of H profile steel post with after the completion of the welding of H profile steel post, filling concrete, forming weak axial zone ox
The part coupled column of leg；
6), bracket, the upper lower flange of beam, bolt hole is opened up on web, H profile steel post passes through bracket and carries out bolt company with beam
Connect.
The preparation method of the weak axial bean column node of part coupled column of the present invention is further：Above and below the H profile steel post
Tie-rod is welded with the edge of a wing；Vertical muscle is embedded with the concrete；Length direction extension of the vertical muscle along H profile steel post.
The preparation method of the weak axial bean column node of part coupled column of the present invention is further：The step 2) in, it is upper and lower
The thickness of cross connecting plate is identical with the thickness on the upper and lower edge of a wing of beam respectively and position is corresponding；The thickness and beam of vertical connecting plate
The thickness of web is identical and position is corresponding.
The preparation method of the weak axial bean column node of part coupled column of the present invention is further：The beam is H profile steel beam.
The preparation method of the weak axial bean column node of part coupled column of the present invention can also be：The beam is in H profile steel beam
The part combination beam of concrete filled formation between the edge of a wing；After completing above-mentioned 1~6, the node district to beam is carried out at the construction field (site)
Concrete is filled in post processing.
Compared with prior art, the present invention has the advantages that：
1. bean column node construction is succinct, power transmission is clearly, easy to make, is connected firmly.
2. a creation can be accomplished to complete the perfusion of Column border node area concrete in factory, scene only need to carry out the spelling of post and beam
Connect.
3. post carries out bolt connection with beam by bracket, execute-in-place is convenient.
【Brief description of the drawings】
Fig. 1 is the structural representation of the part coupled column of the present invention.
Fig. 2 is the structural representation of the beam of the present invention.
Fig. 3 be the present invention bracket and beam welding before three-dimensional exploded view.
Fig. 4 is the structural representation of the weak axial bean column node of part coupled column of the present invention.
【Embodiment】
Refer to shown in Figure of description 1 to accompanying drawing 4, the present invention is a kind of system of the weak axial bean column node of part coupled column
Make method, it is comprised the technical steps that：
1), pre-erection coupled column 1 and beam 2.The pre-erection coupled column 1 is by H profile steel post 3 and is filled in H profile steel
Concrete 4 in post 3 is constituted.The H profile steel post 3 includes web 31 and is arranged on the edge of a wing 32 at the two ends of web 31.The H types
Tie-rod 33 is welded with the upper lower flange 32 of steel column 3, tie-rod 33 is mixed for what is filled in lower flange 32 in drawknot H profile steel and constraint
Solidifying soil 4.Vertical muscle 5 is embedded with the concrete 4；Length direction extension of the vertical muscle 5 along H profile steel post 3.
2), in the node district of H profile steel post 3, upper and lower two pieces of cross connecting plates 5 are welded between the edge of a wing 32, in two pieces of transverse directions
One piece of vertical connecting plate 6 is welded between connecting plate 5.Wherein, the upper and lower wing of the thickness of upper and lower cross connecting plate 5 respectively with beam 2
The thickness of edge 21 is identical and position is corresponding；The thickness of vertical connecting plate 5 is identical with the thickness of the web 22 of beam 2 and position is corresponding.
3) bracket 7, is made, the section of bracket 7 is identical with the section of beam, and the length of bracket is determined as needed.
4), bracket 7 is alignd and is welded to connect with the cross connecting plate up and down 5 and vertical connecting plate 6 of H profile steel post 3；
5) after the completion of, bracket 7 is welded with H profile steel post 3, concrete 4 is filled in the edge of a wing of H profile steel post 3, weak axial direction is formed
Part coupled column with bracket 7；
6), bracket 7, the upper lower flange 22 of beam 2, open up bolt hole on web 21, H profile steel post 3 is entered by bracket 7 with beam 2
Row bolt 9 is connected.
In the present embodiment, the beam 2 is H profile steel beam, or is formed for 22, the edge of a wing concrete filled of H profile steel beam
Part combination beam.
When the beam 2 is in the part combination beam of 22, the edge of a wing of H profile steel beam concrete filled formation, complete above-mentioned
After 1~6, the node district to beam carries out post-processing interior filling concrete at the construction field (site).
Embodiment above is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution and improvements for being done etc. within the spirit and principle of work, should be included in this creation protection domain it
It is interior.
Claims (5)
1. a kind of preparation method of the weak axial bean column node of part coupled column, it is characterised in that：Comprise the technical steps that：
1), pre-erection coupled column and beam；The pre-erection coupled column is by H profile steel post and is filled in mixed in H profile steel post
Solidifying local soil type into；The H profile steel post includes web and is arranged on the edge of a wing at web two ends；
2), in the node district of H profile steel post, upper and lower two pieces of cross connecting plates are welded between the edge of a wing, two pieces of cross connecting plates it
Between weld one piece of vertical connecting plate；
3) bracket, is made, the section of bracket is identical with the section of beam；
4), bracket is alignd and is welded to connect with the cross connecting plate up and down and vertical connecting plate of H profile steel post；
5), bracket in the edge of a wing of H profile steel post with after the completion of the welding of H profile steel post, filling concrete, forming weak axial zone bracket
Part coupled column；
6), bracket, the upper lower flange of beam, bolt hole is opened up on web, H profile steel post passes through bracket and carries out bolt connection with beam.
2. the preparation method of coupled column weak axial bean column node in part as claimed in claim 1, it is characterised in that：The H types
Tie-rod is welded with the upper lower flange of steel column；Vertical muscle is embedded with the concrete；Length direction of the vertical muscle along H profile steel post
Extension.
3. the preparation method of coupled column weak axial bean column node in part as claimed in claim 1, it is characterised in that：The step
2) in, the thickness of upper and lower cross connecting plate is identical with the thickness on the upper and lower edge of a wing of beam respectively and position is corresponding；Vertical connecting plate
Thickness it is identical with the thickness of web and position is corresponding.
4. the preparation method of coupled column weak axial bean column node in part as claimed in claim 1, it is characterised in that：The beam is
H profile steel beam.
5. the preparation method of coupled column weak axial bean column node in part as claimed in claim 1, it is characterised in that：The beam is
The part combination beam of concrete filled formation between the edge of a wing of H profile steel beam；After completing above-mentioned 1~6, at the construction field (site) to beam
Node district carries out post-processing interior filling concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710317374.XA CN107190850B (en) | 2017-05-04 | 2017-05-04 | A kind of production method of the weak axial bean column node of part coupled column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710317374.XA CN107190850B (en) | 2017-05-04 | 2017-05-04 | A kind of production method of the weak axial bean column node of part coupled column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107190850A true CN107190850A (en) | 2017-09-22 |
| CN107190850B CN107190850B (en) | 2019-03-22 |
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ID=59873116
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710317374.XA Active CN107190850B (en) | 2017-05-04 | 2017-05-04 | A kind of production method of the weak axial bean column node of part coupled column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107190850B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975146A (en) * | 2017-12-06 | 2018-05-01 | 中国冶集团有限公司 | Profile steel concrete column-reinforced beam joint connecting method |
| CN108252412A (en) * | 2018-01-03 | 2018-07-06 | 浙江绿筑集成科技有限公司 | A kind of Staggered Truss Structure Systems and its construction method using part coupled column |
| CN109914612A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | A kind of the segmentation connecting node and its construction method of the weak axis direction of PEC column |
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|---|---|---|---|---|
| KR20100093369A (en) * | 2009-02-16 | 2010-08-25 | 대명건영(주) | Structure for connecting horizontal beam to h type beam |
| CN102747810A (en) * | 2012-07-24 | 2012-10-24 | 华北水利水电学院 | H-shaped steel concrete column with high-strength spiral hoop and restraining high-strength wide flange |
| CN105464210A (en) * | 2015-07-13 | 2016-04-06 | 贵阳铝镁设计研究院有限公司 | Connecting form of steel beam and I-shaped-section column in weak axis direction and beam-column connecting structure |
| CN105952003A (en) * | 2016-06-03 | 2016-09-21 | 河海大学 | Connecting joint for H-section steel partially encased recycled concrete composite column and H-section steel girder |
| CN106013436A (en) * | 2016-07-19 | 2016-10-12 | 中国建筑第八工程局有限公司 | Step-shaped bracket device and mounting method thereof |
| CN106320517A (en) * | 2016-11-01 | 2017-01-11 | 华南理工大学 | Upper end suspended type steel frame energy-consuming beam-column joint capable of being replaced after earthquakes |
-
2017
- 2017-05-04 CN CN201710317374.XA patent/CN107190850B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100093369A (en) * | 2009-02-16 | 2010-08-25 | 대명건영(주) | Structure for connecting horizontal beam to h type beam |
| CN102747810A (en) * | 2012-07-24 | 2012-10-24 | 华北水利水电学院 | H-shaped steel concrete column with high-strength spiral hoop and restraining high-strength wide flange |
| CN105464210A (en) * | 2015-07-13 | 2016-04-06 | 贵阳铝镁设计研究院有限公司 | Connecting form of steel beam and I-shaped-section column in weak axis direction and beam-column connecting structure |
| CN105952003A (en) * | 2016-06-03 | 2016-09-21 | 河海大学 | Connecting joint for H-section steel partially encased recycled concrete composite column and H-section steel girder |
| CN106013436A (en) * | 2016-07-19 | 2016-10-12 | 中国建筑第八工程局有限公司 | Step-shaped bracket device and mounting method thereof |
| CN106320517A (en) * | 2016-11-01 | 2017-01-11 | 华南理工大学 | Upper end suspended type steel frame energy-consuming beam-column joint capable of being replaced after earthquakes |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975146A (en) * | 2017-12-06 | 2018-05-01 | 中国冶集团有限公司 | Profile steel concrete column-reinforced beam joint connecting method |
| CN108252412A (en) * | 2018-01-03 | 2018-07-06 | 浙江绿筑集成科技有限公司 | A kind of Staggered Truss Structure Systems and its construction method using part coupled column |
| CN108252412B (en) * | 2018-01-03 | 2024-06-11 | 浙江绿筑集成科技有限公司 | Staggered truss structure system adopting partial combined columns and construction method thereof |
| CN109914612A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | A kind of the segmentation connecting node and its construction method of the weak axis direction of PEC column |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107190850B (en) | 2019-03-22 |
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Application publication date: 20170922 Assignee: Qinhuangdao Seiko Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000017 Denomination of invention: Manufacturing method for partial combination column weak-axis-direction beam-column joint Granted publication date: 20190322 License type: Common License Record date: 20190917 Application publication date: 20170922 Assignee: Dongyue Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000016 Denomination of invention: Manufacturing method for partial combination column weak-axis-direction beam-column joint Granted publication date: 20190322 License type: Common License Record date: 20190917 |
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Application publication date: 20170922 Assignee: Henan Green Building Technology Development Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000015 Denomination of invention: Manufacturing method for partial combination column weak-axis-direction beam-column joint Granted publication date: 20190322 License type: Common License Record date: 20190919 |
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Application publication date: 20170922 Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of invention: A fabrication method of weak axial beam column joints with partially composite columns Granted publication date: 20190322 License type: Common License Record date: 20201216 |
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Application publication date: 20170922 Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of invention: A fabrication method of weak axial beam-column joints of partially composite columns Granted publication date: 20190322 License type: Common License Record date: 20230113 |
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Application publication date: 20170922 Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of invention: A manufacturing method for weak axial beam column joints of partially composite columns Granted publication date: 20190322 License type: Common License Record date: 20230421 |