CN207048072U - A kind of weak axial bean column node of part coupled column - Google Patents
A kind of weak axial bean column node of part coupled column Download PDFInfo
- Publication number
- CN207048072U CN207048072U CN201720488227.4U CN201720488227U CN207048072U CN 207048072 U CN207048072 U CN 207048072U CN 201720488227 U CN201720488227 U CN 201720488227U CN 207048072 U CN207048072 U CN 207048072U
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- profile steel
- bracket
- connecting plate
- column
- coupled column
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 16
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 230000015271 coagulation Effects 0.000 claims abstract description 3
- 238000005345 coagulation Methods 0.000 claims abstract description 3
- 239000002689 soil Substances 0.000 claims abstract description 3
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 230000005540 biological transmission Effects 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
- 238000012805 post-processing Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
A kind of weak axial bean column node of part coupled column is the utility model is related to, it includes part coupled column, beam and bracket；Wherein, the part coupled column by H profile steel post and the coagulation local soil type that is filled in H profile steel post into；The H profile steel post includes web and is arranged on the edge of a wing at web both ends；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；The bracket aligns and is welded to connect with the cross connecting plate up and down of H profile steel post and vertical connecting plate；Bolt hole is opened up on the bracket and beam, bracket passes through connecting plate and bolt connection with beam.Coupled column weak axial bean column node in part of the present utility model has simple in construction, the easy to make and active advantage such as be connected firmly, facilitates part coupled column to be attached in weak axial direction with beam.
Description
【Technical field】
It the utility model is related to a kind of building structure, and in particular to a kind of weak axial bean column node of part coupled column, belong to
Construction engineering 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 that fire resistance is good, there is no practical application also at home at present.
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
Point, to overcome the defect of the prior art.
【Utility model content】
To solve the above problems, the purpose of this utility model is to provide a kind of simple in construction, easy to make and connection jail
Solid the weak axial bean column node of part coupled column
To achieve the above object, the technical scheme that the utility model is taken is：A kind of weak axial beam column section of part coupled column
Point, it includes part coupled column, beam and bracket；Wherein, the part coupled column 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 both ends；On being welded between the edge of a wing,
Lower two pieces of cross connecting plates, one piece of vertical connecting plate is welded between two pieces of cross connecting plates；The bracket is upper with H profile steel post
Lower cross connecting plate and vertical connecting plate align and are welded to connect；Bolt hole is opened up on the bracket and beam, bracket leads to beam
Cross connecting plate and bolt connection.
Coupled column weak axial bean column node in part of the present utility model is further：On the upper lower flange of the H steel columns
It is welded with tie-rod；Vertical muscle is embedded with the concrete；Length direction extension of the vertical muscle along H profile steel post.
Coupled column weak axial bean column node in part of the present utility model is further：The beam is H profile steel beam；The bracket
Section it is identical with the section of beam.
Coupled column weak axial bean column node in part of the present utility model is also：The thickness of the upper and lower cross connecting plate point
Not identical with the thickness on the upper and lower edge of a wing of beam and position correspondence；The thickness of vertical connecting plate is identical with the thickness of web and position
Put correspondingly.
Compared with prior art, the utility model has the advantages that：
1. bean column node construction is succinct, power transmission is clear and definite, 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 need to only 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 part coupled column of the present utility model.
Fig. 2 is the structural representation of beam of the present utility model.
Fig. 3 is the three-dimensional exploded view before bracket and beam welding of the present utility model.
Fig. 4 is the structural representation of the weak axial bean column node of part coupled column of the present utility model.
【Embodiment】
Refer to shown in Figure of description 1 to accompanying drawing 4, the utility model is a kind of weak axial beam column section of part coupled column
Point, it is made up of several parts such as part coupled column 1, beam 2 and brackets 7.
Wherein, the part coupled column 1 is made up of H profile steel post 3 and the concrete 4 being filled in H profile steel post 3.The H
Steel column 3 includes web 31 and is arranged on the edge of a wing 32 at the both ends of web 31.Welded on the upper lower flange 32 of the H profile steel post 3
There is tie-rod 33, tie-rod 33 is used for lower flange 32 and the interior concrete 4 filled of constraint in drawknot H profile steel.It is pre- in the concrete 4
It is embedded with vertical muscle 5；Length direction extension of the vertical muscle 5 along H profile steel post 3.
Upper and lower two pieces of cross connecting plates 5 are welded between the edge of a wing 32, one piece is welded between two pieces of cross connecting plates 5
Vertical connecting plate 6.Wherein, the thickness of upper and lower cross connecting plate 5 and position identical with the thickness on the upper and lower edge of a wing 21 of beam 2 respectively
Put correspondingly；The thickness of vertical connecting plate 5 is identical with the thickness of the web 22 of beam 2 and position correspondence.
The beam 2 is H profile steel beam；The section of the bracket 7 is identical with the section of beam 2.
The bracket 7 aligns and is welded to connect with the cross connecting plate up and down 5 of H profile steel post 1 and vertical connecting plate 6.Institute
State and bolt hole is opened up on bracket 7 and beam 2, bracket 7 is connected with beam 2 by connecting plate 8 and bolt 9.
The preparation method of coupled column weak axial bean column node in part of the present utility model is as follows：
1), pre-erection coupled column 1 and beam 2.
2), in the node area 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.
3) bracket 7, is made, the section of bracket 7 is identical with the section of beam, and the length of bracket determines as needed.
4), bracket 7 is alignd and is welded to connect with the cross connecting plate up and down 5 of H profile steel post 3 and vertical connecting plate 6；
5) after the completion of, bracket 7 welds with H profile steel post 3, in the interior filling concrete 4 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 steel columns 3 are entered by bracket 7 and beam 2
Row bolt 9 connects.
It is above-mentioned in completion when the beam 2 is in the part combination beam that 22, the edge of a wing of H profile steel beam concrete filled is formed
After 1~6, at the construction field (site) the node area of beam is carried out post-processing interior filling concrete.
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 (4)
- A kind of 1. weak axial bean column node of part coupled column, it is characterised in that：Including part coupled column, beam and bracket；Wherein, The part coupled column by H profile steel post and the coagulation local soil type that is filled in H profile steel post into；The H profile steel post include web and It is arranged on the edge of a wing at web both ends；Upper and lower two pieces of cross connecting plates are welded between the edge of a wing, between two pieces of cross connecting plates Weld one piece of vertical connecting plate；The bracket aligns and welded with the cross connecting plate up and down of H profile steel post and vertical connecting plate Connection；Bolt hole is opened up on the bracket and beam, bracket passes through connecting plate and bolt connection with beam.
- 2. coupled column weak axial bean column node in part as claimed in claim 1, it is characterised in that：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.
- 3. 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；Institute The section for stating bracket is identical with the section of beam.
- 4. coupled column weak axial bean column node in part as claimed in claim 3, it is characterised in that：The upper and lower lateral connection The thickness of plate and position correspondence identical with the thickness on the upper and lower edge of a wing of beam respectively；The vertical thickness of connecting plate and the thickness of web Spend identical and position correspondence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720488227.4U CN207048072U (en) | 2017-05-04 | 2017-05-04 | A kind of weak axial bean column node of part coupled column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720488227.4U CN207048072U (en) | 2017-05-04 | 2017-05-04 | A kind of weak axial bean column node of part coupled column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048072U true CN207048072U (en) | 2018-02-27 |
Family
ID=61490482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720488227.4U Active CN207048072U (en) | 2017-05-04 | 2017-05-04 | A kind of weak axial bean column node of part coupled column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207048072U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571093A (en) * | 2018-06-15 | 2018-09-25 | 浙江绿筑集成科技有限公司 | The connecting structure of PEC combined shear wall limbs |
| CN110230354A (en) * | 2019-07-08 | 2019-09-13 | 西安建筑科技大学 | A kind of I-shaped plate connection beam-column node structure and connection method |
| CN112012339A (en) * | 2020-09-01 | 2020-12-01 | 中国十九冶集团有限公司 | Construction method of assembled beam column structure |
| CN112499468A (en) * | 2020-12-09 | 2021-03-16 | 山东晟天钢构有限公司 | Travelling crane beam and preparation method and use method thereof |
-
2017
- 2017-05-04 CN CN201720488227.4U patent/CN207048072U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571093A (en) * | 2018-06-15 | 2018-09-25 | 浙江绿筑集成科技有限公司 | The connecting structure of PEC combined shear wall limbs |
| CN108571093B (en) * | 2018-06-15 | 2023-11-28 | 浙江绿筑集成科技有限公司 | Connection structure of PEC combined shear wall limb |
| CN110230354A (en) * | 2019-07-08 | 2019-09-13 | 西安建筑科技大学 | A kind of I-shaped plate connection beam-column node structure and connection method |
| CN112012339A (en) * | 2020-09-01 | 2020-12-01 | 中国十九冶集团有限公司 | Construction method of assembled beam column structure |
| CN112499468A (en) * | 2020-12-09 | 2021-03-16 | 山东晟天钢构有限公司 | Travelling crane beam and preparation method and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Ningxia Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000014 Denomination of utility model: Manufacturing method for partial combination column weak-axis-direction beam-column joint Granted publication date: 20180227 License type: Common License Record date: 20190917 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of utility model: A weak axial beam column joint with partially composite columns Granted publication date: 20180227 License type: Common License Record date: 20201216 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A weak axial beam-column joint of partially composite columns Granted publication date: 20180227 License type: Common License Record date: 20230113 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A type of partially composite column weak axial beam column node Granted publication date: 20180227 License type: Common License Record date: 20230413 |
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Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A type of partially composite column weak axial beam column node Granted publication date: 20180227 License type: Common License Record date: 20230421 |
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Assignee: Weinan Guokong Jinggong Green Building Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2024980009941 Denomination of utility model: A partially composite column weak axial beam column node Granted publication date: 20180227 License type: Common License Record date: 20240717 |