CN106088359A - A kind of hollow steel tube concrete superposed column is connected node with reinforced beam - Google Patents
A kind of hollow steel tube concrete superposed column is connected node with reinforced beam Download PDFInfo
- Publication number
- CN106088359A CN106088359A CN201610415688.9A CN201610415688A CN106088359A CN 106088359 A CN106088359 A CN 106088359A CN 201610415688 A CN201610415688 A CN 201610415688A CN 106088359 A CN106088359 A CN 106088359A
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- CN
- China
- Prior art keywords
- steel tube
- hollow steel
- reinforced
- superposed column
- concrete superposed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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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
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- 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
A kind of hollow steel tube concrete superposed column is connected node with reinforced beam, vertical welding bolt on the hollow steel tube outer wall of hollow steel tube concrete superposed column, the outside of hollow steel tube has reinforced bar sleeve, reinforced beam to indulge muscle to be connected with bolt by reinforced bar sleeve；Reinforced concrete circle beam is had between hollow steel tube and reinforced beam.Hollow steel tube concrete superposed column is connected with reinforced beam by this node by bolt, reinforced bar sleeve and reinforced concrete circle beam, guarantee that the load that reinforced beam bears passes to hollow steel tube concrete superposed column well, make hollow steel tube concrete superposed column entirety stress；Reinforced concrete circle beam makes the rigidity of joint cores strengthen, more safe and reliable.
Description
Technical field
The present invention relates to building structure, particularly a kind of hollow steel tube concrete superposed column and reinforced beam connecting joint
Point.
Background technology
Hollow steel tube concrete superposed column, as a kind of new composite structure, has that cross section is carried out, bending rigidity is big, deadweight
Gently, fire protecting performance is good and the feature such as convenient construction, it is adaptable to bridge pier, beam bridge and the arch bridge in bridge structure, in building structure
Major diameter post, various stent struts and send power transformation shaft tower etc..When it is applied in building structure, just relate to and armored concrete
The technical problem how beam connects.
Summary of the invention
The purpose of the present invention is exactly for solving a kind of hollow steel tube concrete superposed column of this technical problem offer and reinforcing bar
Concrete beam connecting node.
The hollow steel tube concrete superposed column that the present invention provides is connected node with reinforced beam, at hollow steel tube coagulation
Welding and the bolt of hollow steel tube outer wall vertical on the outer wall of the hollow steel tube of soil superposed column, there is reinforcing bar set in the outside of hollow steel tube
Cylinder, reinforced beam is indulged muscle and is connected with described bolt by reinforced bar sleeve；Steel is had between hollow steel tube and reinforced beam
Reinforced concrete ring beam.
The invention has the beneficial effects as follows, hollow steel tube concrete superposed column is by bolt, reinforced bar sleeve and armored concrete
Ring beam is connected with reinforced beam, it is ensured that the load that reinforced beam bears passes to hollow steel tube coagulation well
Soil superposed column, makes hollow steel tube concrete superposed column entirety stress；Reinforced concrete circle beam makes the rigidity of joint cores strengthen,
More safe and reliable.
Accompanying drawing explanation
Fig. 1 is the structural representation (sectional view) of the embodiment of the present invention
In figure: 1-hollow steel tube concrete superposed column, 1-1-hollow steel tube；2-bolt；3-reinforced bar sleeve；4-reinforced concrete
Soil ring beam；5-reinforced beam, muscle indulged by 5-1-reinforced beam.
Detailed description of the invention
The present invention will be further described for the embodiment be given below in conjunction with accompanying drawing.
This embodiment be cross section be the reinforced beam 5 of rectangle be circular hollow steel tube concrete superposed column with cross section
The connection node (interior joint) of 1.
As it is shown in figure 1, the structure of this node is, on the outer wall of the hollow steel tube 1-1 of hollow steel tube concrete superposed column
Having and weld vertical bolt 2 with hollow steel tube outer wall, there is reinforced bar sleeve 3 in the outside of hollow steel tube, and muscle 5-1 indulged by reinforced beam
It is connected with bolt 2 by reinforced bar sleeve 3；Reinforced concrete circle beam 4 is had between hollow steel tube and reinforced beam.
When constructing this node, the first radial bolt of vertical welding on the hollow steel tube outer wall at node；Then will
Hollow steel tube is erect fixing, overlaps reinforced bar sleeve in hollow steel tube outer bolt；Layout colligation hollow steel tube concrete superposed column,
Reinforced concrete circle beam and the framework of steel reinforcement of reinforced beam, and reinforced beam is indulged muscle by reinforced bar sleeve and bolt
Link together；Then support template, pours hollow steel tube concrete superposed column, reinforced concrete circle beam and reinforced beam
Concrete, formed entirety.
Above-described embodiment is mainly used in understanding that the present invention, protection scope of the present invention are not limited to this embodiment.Constitute this
The hollow steel tube concrete superposed column (cross section) of invention node can be circular, it is also possible to is square or rectangle；Armored concrete
Beam (cross section) can be rectangle, it is possible to for other shapes；Joint form includes interior joint, corner node and mid-side node.All this kind
All within protection scope of the present invention.
Claims (1)
1. a hollow steel tube concrete superposed column is connected node with reinforced beam, it is characterised in that: mix at hollow steel tube
Welding and the bolt (2) of hollow steel tube outer wall vertical, hollow steel tube on the outer wall of the hollow steel tube (1-1) of solidifying soil superposed column (1)
Outside have reinforced bar sleeve (3), reinforced beam is indulged muscle (5-1) and is connected with described bolt by reinforced bar sleeve；Hollow steel tube
And there is reinforced concrete circle beam (4) between reinforced beam (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610415688.9A CN106088359A (en) | 2016-06-14 | 2016-06-14 | A kind of hollow steel tube concrete superposed column is connected node with reinforced beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610415688.9A CN106088359A (en) | 2016-06-14 | 2016-06-14 | A kind of hollow steel tube concrete superposed column is connected node with reinforced beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088359A true CN106088359A (en) | 2016-11-09 |
Family
ID=57845709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610415688.9A Pending CN106088359A (en) | 2016-06-14 | 2016-06-14 | A kind of hollow steel tube concrete superposed column is connected node with reinforced beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088359A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869326A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | Frame system and construction method that hollow steel tube concrete integral node is constituted |
| CN107460953A (en) * | 2017-09-20 | 2017-12-12 | 沈阳建筑大学 | A kind of hollow steel tube concrete superposed column and armored concrete beam connecting node |
| CN110439125A (en) * | 2019-08-01 | 2019-11-12 | 中交一航局第一工程有限公司 | Girder connection form technology |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002138579A (en) * | 2000-11-07 | 2002-05-14 | Tokyo Tekko Co Ltd | Method of joining beam reinforcement to steel pipe bar or steel frame bar |
| CN102535648A (en) * | 2012-03-07 | 2012-07-04 | 中国建筑第八工程局有限公司 | Steel pipe column ring beam column node structure and construction method thereof |
| CN202990118U (en) * | 2012-12-24 | 2013-06-12 | 深圳市市政设计研究院有限公司 | Beam-column joint for concrete-filled steel tube composite column and reinforced concrete ring beam |
| CN203034609U (en) * | 2012-11-27 | 2013-07-03 | 苏州工业园区设计研究院股份有限公司 | Connecting panel joint of concrete filled steel tubular column and reinforced concrete frame beam |
| CN104831818A (en) * | 2015-04-29 | 2015-08-12 | 国核电力规划设计研究院 | Connection node of precast reinforced concrete beam and laminated column |
| CN205242617U (en) * | 2015-10-23 | 2016-05-18 | 中铁城建集团北京工程有限公司 | Novel steel pipe concrete coincide post - concrete beam connected node |
-
2016
- 2016-06-14 CN CN201610415688.9A patent/CN106088359A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002138579A (en) * | 2000-11-07 | 2002-05-14 | Tokyo Tekko Co Ltd | Method of joining beam reinforcement to steel pipe bar or steel frame bar |
| CN102535648A (en) * | 2012-03-07 | 2012-07-04 | 中国建筑第八工程局有限公司 | Steel pipe column ring beam column node structure and construction method thereof |
| CN203034609U (en) * | 2012-11-27 | 2013-07-03 | 苏州工业园区设计研究院股份有限公司 | Connecting panel joint of concrete filled steel tubular column and reinforced concrete frame beam |
| CN202990118U (en) * | 2012-12-24 | 2013-06-12 | 深圳市市政设计研究院有限公司 | Beam-column joint for concrete-filled steel tube composite column and reinforced concrete ring beam |
| CN104831818A (en) * | 2015-04-29 | 2015-08-12 | 国核电力规划设计研究院 | Connection node of precast reinforced concrete beam and laminated column |
| CN205242617U (en) * | 2015-10-23 | 2016-05-18 | 中铁城建集团北京工程有限公司 | Novel steel pipe concrete coincide post - concrete beam connected node |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869326A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | Frame system and construction method that hollow steel tube concrete integral node is constituted |
| CN106869326B (en) * | 2017-03-12 | 2019-01-25 | 东北石油大学 | The frame system and construction method that hollow steel tube concrete integral node is constituted |
| CN107460953A (en) * | 2017-09-20 | 2017-12-12 | 沈阳建筑大学 | A kind of hollow steel tube concrete superposed column and armored concrete beam connecting node |
| CN110439125A (en) * | 2019-08-01 | 2019-11-12 | 中交一航局第一工程有限公司 | Girder connection form technology |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161109 |
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| RJ01 | Rejection of invention patent application after publication |