CN205777098U - A kind of detachable assembling type concrete-filled circular steel tube column - Google Patents
A kind of detachable assembling type concrete-filled circular steel tube column Download PDFInfo
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- CN205777098U CN205777098U CN201620505256.2U CN201620505256U CN205777098U CN 205777098 U CN205777098 U CN 205777098U CN 201620505256 U CN201620505256 U CN 201620505256U CN 205777098 U CN205777098 U CN 205777098U
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- concrete
- steel tube
- tube column
- circular steel
- filled circular
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Abstract
This utility model provides a kind of detachable assembling type concrete-filled circular steel tube column, mainly include upper and lower concrete-filled circular steel tube column, post flange connector, 2 semi-circular shape steel plates with holes and resistance to plucking auxiliary connection, by the construction measure of concrete-filled circular steel tube column and post flange connector is carried out appropriate design, resistance to plucking auxiliary connection is used to splice between concrete-filled circular steel tube column and post, it is in the milk at the reserved semicircle orifice of semi-circular shape steel plate, eventually forms detachable assembling type concrete-filled circular steel tube column.When concrete-filled circular steel tube column is changed, demounting bolt bar can be passed through so that concrete-filled circular steel tube column and post flange connector, and then realize the dismounting between concrete-filled circular steel tube column and post and replacing.All components that this utility model uses all use assembled in situ to connect, improve building industrialization efficiency of assembling, achieve detachable, the function that separates and change of the post post component of assembled combinative structure, embody building element can tear down and reconstruct, the novel building theory of energy-conserving and environment-protective.
Description
Technical field
This utility model belongs to technical field of structural engineering, it is particularly applicable to many high-rise assembled steels-Combined concrete knot
On-the-spot splicing field of operation between concrete-filled circular steel tube column and post in structure.
Background technology
In order to advance building industrialization, promulgate " prefabricated concrete structure technical regulation ", and assembled coagulation
Soil structure has obtained large-scale popularization in engineering practice, but this code the most well solves, and situ wet operation is many and coagulation
The problem of soil curing time length.Method for designing currently for the crucial connecting portion of assembled arthitecutral structure system lacks system
The research of system.On the other hand, traditional reinforced concrete structure owing to its environmental pollution is serious, material and energy resource consumption is high,
The shortcomings such as construction material recoverable rate is low, have not met the building of country-driven " be suitable for, economic, green, attractive in appearance "
Policy.For the novel mode of construction of Seeking Development Through, country promotes building industrialization energetically and promotes assembled arthitecutral structure, promotes
The standardization of structural elements, improves versatility and the substitutability of structural elements.Steel-concrete combined structure carries energy due to it
Power is high, rigidity big, ductility and anti-seismic performance good, and steel have environmental protection, MAT'L recycling rate advantages of higher, and the most several
Year domestic steel excess production capacity, cost reduces, is applied to multi-rise building, large-span structure, tall and slender structure, bridge structure and underground
The Structural Engineering fields such as structure are with the obvious advantage.Meanwhile, steel-concrete combined structure can preferably adapt to modern structure for " light-duty
Greatly across, prefabrication and assembly construction, rapid construction " demand, it is easier to realize " being easy to tear down and reconstruct " and " recoverability " of structure, can meet newly
The relevant supporting requirement of type industrialization assembled architecture system.
Concrete filled steel tube is used widely in multi-rise building, but its core concrete typically uses cast-in-place
Form of construction work.It is high that concrete-filled circular steel tube column has comprcssive strength, and plastic property is good, and anti-seismic performance is excellent and lock ring effect is good, may
Title is a kind of high-quality, the high-strength and component of economical rationality.Therefore seek that a kind of construction speed is fast, construction material recoverable can
Dismounting assembled concrete-filled circular steel tube column, has great technical economic benefit and social benefit.
In consideration of it, detachable assembling type circular steel tube concrete post is conducted in-depth research by inventor, then produced by this case
Raw.
Utility model content
For above the deficiencies in the prior art, this utility model provides a kind of good looking appearance, simple structure, peace
Dress convenient and efficient, be easy to tear down and reconstruct, energy-conserving and environment-protective, excellent earthquake resistance, detachable assembling type concrete-filled circular steel tube column and post
Joining method.
This utility model is achieved through the following technical solutions:
A kind of detachable assembling type concrete-filled circular steel tube column, mainly includes upper and lower concrete-filled circular steel tube column, post Flange joint
Part, 2 semi-circular shape steel plates with holes and resistance to plucking auxiliary connection, it is characterised in that described post flange connector is in upper and lower two circles
Circumferentially prepared screw-bolt hole on ring flange, is spliced into one by resistance to plucking auxiliary connection by upper and lower concrete-filled circular steel tube column；Described can
Dismounting assembled circular steel tube concrete post good looking appearance, simple structure, convenient and efficient is installed.
The curved muscle of described resistance to plucking passes through welded and installed to steel bushing afterbody.
Steel bushing and the resistance to plucking curved muscle part of described resistance to plucking auxiliary connection are embedded in upper and lower concrete-filled circular steel tube column.
Described resistance to plucking auxiliary connection is made up of the curved muscle of shank of bolt, pad, steel bushing and resistance to plucking, by the spiral shell in steel bushing
Tightening latch is tightened or back-outs, it is achieved the assembly or disassembly of concrete-filled circular steel tube column, and the steel core concrete column disassembled can return
Receipts recycle, and can reach the effect of energy-conserving and environment-protective.
Described 2 semi-circular shape steel plates with holes are by welded and installed to the ring flange of post flange connector, semicircular ring
Shape steel plate thickness is not less than shaft thickness of steel pipe；Ungauged regions self compacting high strength is poured at the reserved semicircle orifice of semi-circular sheet steel
Concrete, its strength grade is not less than the concrete grade in steel core concrete column；The ungauged regions self compacting high strength coagulation poured into
Soil and resistance to plucking auxiliary connection be common stress after forming an entirety so that post-post connects the overall bending resistance of rear part, shear-carrying capacity
With rigidity higher than splicing shaft, there is excellent anti-seismic performance.
The beneficial effects of the utility model are:
Compared with prior art, advantage of the present utility model is embodied in:
1, this utility model uses detachable assembling type concrete-filled circular steel tube column, and all components all complete in factory process,
Transport to behind job site, can assembly connection at the construction field (site), decrease Site Welding work and form work engineering, it is ensured that on-the-spot
Construction quality, improves building industrialization efficiency of assembling.
2, this utility model is by carrying out appropriate design to the construction measure of concrete-filled circular steel tube column and post flange connector,
Use resistance to plucking auxiliary connection to splice between concrete-filled circular steel tube column and post, then fill at the preformed hole of semi-circular shape steel plate
Slurry, the mortar poured into is ungauged regions self-compacting high-strength concrete, common stress after forming an entirety with resistance to plucking auxiliary connection so that
Post-post connects the overall bending resistance of rear part and axial stiffness and bending resistance and shear-carrying capacity is not less than splicing shaft.
3, post flange connector and resistance to plucking auxiliary connection it are connected by between this utility model concrete-filled circular steel tube column and post, when
Building structural element occurs the concrete-filled circular steel tube column of a certain degree of destruction such as upside or downside to destroy, now can be by dismounting
Pull out the resistance to plucking bolt in auxiliary connection so that the concrete-filled circular steel tube column of upside or downside separates with post flange connector, Jin Ershi
Show the dismounting of concrete-filled circular steel tube column, separate and change.The impaired concrete-filled circular steel tube column changed is recyclable, reinforcing, and circulation is again
Utilize, embody installation convenient and efficient, be easy to tear down and reconstruct the facade lighting with environmental protection and energy saving.
Accompanying drawing explanation
Fig. 1 is this utility model overall structure schematic three dimensional views；
Fig. 2 is the overall structure schematic three dimensional views of the unwelded semi-circular shape steel plate with holes of this utility model；
Fig. 3 is that post flange connector of the present utility model is three-dimensional, overlooks and front elevational schematic；
Fig. 4 is internal cross section front view of the present utility model；
Fig. 5 is shear connections pair schematic diagram.
Label in figure: upper steel core concrete column 1；Lower steel core concrete column 2；Post flange connector 3；Semi-circular shape steel with holes
Plate 4；Semicircle orifice 5；Bolt hole 6；Resistance to plucking auxiliary connection 7；Shank of bolt 8；Pad 9；Steel bushing 10；The curved muscle of resistance to plucking 11.
Detailed description of the invention
The assembling construction step of above-mentioned concrete-filled circular steel tube column is as follows:
1, except needing at the preformed hole of semi-circular shape steel plate of on-the-spot coupled columns and post connecting portion in addition to grouting, all composition structures
Part has all been prefabricated in the factory, and on its center pillar flange connector 3, prepared screw-bolt hole size and spacing should meet detailing requiments.Upper,
The internal built-in steel sleeve 10 of lower concrete-filled circular steel tube column 1 and 2 should be corresponding with prepared screw-bolt hole 6 on post flange connector 3 and join
Set (shown in Fig. 3 and Fig. 4)；
2, post flange connector 3 is placed on lower concrete-filled circular steel tube column 2 and reserves on that face of steel bushing 10 so that post
Prepared screw-bolt hole 6 and the hole aligning of steel bushing 10 on flange connector 3, installation 6, to shank of bolt 8 and pad 9, completes lower round steel
Pipe concrete column 2 and the splicing of post flange connector 3；Then upper concrete-filled circular steel tube column 1 is repeated above-mentioned installation steps, complete
Splicing (shown in Fig. 2 and Fig. 5) between upper and lower concrete-filled circular steel tube column and post flange connector 3 three；
3, semi-circular shape steel plate 4 upper and lower end parts with holes is welded on post flange connector 3 (shown in Fig. 1)；
4, being in the milk at the reserved semicircle orifice 5 of wherein side on semi-circular shape steel plate 4, the mortar poured into is that ungauged regions is from close
Real high-strength concrete, the reserved semicircle orifice 5 of opposite side for air-out (and if post suffer from fire effect, reserved semicircle orifice 5
Can be used for discharging the steam in post inner concrete), eventually form detachable assembling type concrete-filled circular steel tube column (shown in Fig. 1)；
If concrete-filled circular steel tube column 1 or 2 need to be carry out demolition and replacement by 5, first being welded on post flange connector 3
Semi-circular shape steel plate 4 with holes electric welding is excised, and then removes, the mortar poured into before then shank of bolt 8 from steel bushing 10
Back-out the most successively so that concrete-filled circular steel tube column and post flange connector 3 overall separation.Then new round steel pipe is shipped from factory
The components such as concrete column, repeat 1～4 installation steps, can complete again assembled (shown in the Fig. 1～5) of concrete-filled circular steel tube column.
Above-described embodiment and diagram the product form of non-limiting this utility model patent and style, any belonging to technology neck
The those of ordinary skill in territory is suitably changed what it did or modifies, and all should be regarded as the patent model without departing from this utility model patent
Farmland.
Claims (4)
1. a detachable assembling type concrete-filled circular steel tube column, mainly includes upper and lower concrete-filled circular steel tube column, post Flange joint
Part, 2 semi-circular shape steel plates with holes and resistance to plucking auxiliary connection, it is characterised in that described post flange connector is in upper and lower two circles
Circumferentially prepared screw-bolt hole on ring flange, is spliced into one by resistance to plucking auxiliary connection by upper and lower concrete-filled circular steel tube column；Described can
Dismounting assembled circular steel tube concrete post good looking appearance, simple structure, convenient and efficient is installed；Described resistance to plucking auxiliary connection is by spiral shell
The curved muscle of tightening latch, pad, steel bushing and resistance to plucking forms, by tightening the shank of bolt in steel bushing or back-outing, it is achieved round steel pipe is mixed
The assembly or disassembly of solidifying earth pillar, and the steel core concrete column disassembled can recycle and reuse, energy-conserving and environment-protective can be reached
Effect.
A kind of detachable assembling type concrete-filled circular steel tube column the most according to claim 1, it is characterised in that described resistance to plucking is curved
Muscle passes through welded and installed to steel bushing afterbody.
A kind of detachable assembling type concrete-filled circular steel tube column the most according to claim 1, it is characterised in that described resistance to plucking is even
The steel bushing and the resistance to plucking curved muscle part that connect pair are embedded in upper and lower concrete-filled circular steel tube column.
A kind of detachable assembling type concrete-filled circular steel tube column the most according to claim 1, it is characterised in that described 2 with holes
Semi-circular shape steel plate is by welded and installed to the ring flange of post flange connector；At the reserved semicircle orifice of semi-circular sheet steel
Pouring into ungauged regions self-compacting high-strength concrete, its strength grade is not less than the concrete grade in steel core concrete column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620505256.2U CN205777098U (en) | 2016-05-29 | 2016-05-29 | A kind of detachable assembling type concrete-filled circular steel tube column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620505256.2U CN205777098U (en) | 2016-05-29 | 2016-05-29 | A kind of detachable assembling type concrete-filled circular steel tube column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777098U true CN205777098U (en) | 2016-12-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620505256.2U Expired - Fee Related CN205777098U (en) | 2016-05-29 | 2016-05-29 | A kind of detachable assembling type concrete-filled circular steel tube column |
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| CN (1) | CN205777098U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863167A (en) * | 2016-05-29 | 2016-08-17 | 湖南大学 | Dismountable assembly type circular steel tube concrete column |
| CN106827551A (en) * | 2017-01-16 | 2017-06-13 | 伯恩太阳能科技有限公司 | A kind of band film hot synthetic type equipment |
| CN108086471A (en) * | 2018-01-19 | 2018-05-29 | 华侨大学 | Detachable prefabricated assembled concrete-filled steel square tubular column and girder steel combined joint |
| CN108179842A (en) * | 2018-02-07 | 2018-06-19 | 安徽工程大学 | A kind of assembled steel tube confined concrete models and its production technology |
| WO2018152956A1 (en) * | 2017-02-23 | 2018-08-30 | 青岛理工大学 | Assembled-type round steel pipe casing fiber-reinforced concrete column connecting node and mounting method |
| CN111604348A (en) * | 2019-06-26 | 2020-09-01 | 北新集团建材股份有限公司 | Assembled wall body recovery system |
| CN112323976A (en) * | 2020-10-30 | 2021-02-05 | 北京工业大学 | Novel large-span repairable assembly type node and assembly method |
| CN113323482A (en) * | 2021-05-31 | 2021-08-31 | 重庆大学 | Column base node of buckling-restrained energy dissipation mechanism with additional replaceable earthquake-resistant energy dissipation mechanism |
| CN116254928A (en) * | 2021-12-10 | 2023-06-13 | 中国建筑设计研究院有限公司 | Detachable box post connection structure |
-
2016
- 2016-05-29 CN CN201620505256.2U patent/CN205777098U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863167A (en) * | 2016-05-29 | 2016-08-17 | 湖南大学 | Dismountable assembly type circular steel tube concrete column |
| CN106827551A (en) * | 2017-01-16 | 2017-06-13 | 伯恩太阳能科技有限公司 | A kind of band film hot synthetic type equipment |
| CN106827551B (en) * | 2017-01-16 | 2019-06-07 | 伯恩太阳能科技有限公司 | A kind of band film hot synthetic type equipment |
| WO2018152956A1 (en) * | 2017-02-23 | 2018-08-30 | 青岛理工大学 | Assembled-type round steel pipe casing fiber-reinforced concrete column connecting node and mounting method |
| US10851537B2 (en) | 2017-02-23 | 2020-12-01 | Chunwei Zhang | Assemblable structural column joint connection using fiber-reinforced concrete filled round double steel tubes and mounting method thereof |
| CN108086471A (en) * | 2018-01-19 | 2018-05-29 | 华侨大学 | Detachable prefabricated assembled concrete-filled steel square tubular column and girder steel combined joint |
| CN108179842B (en) * | 2018-02-07 | 2023-10-24 | 安徽工程大学 | Assembled steel tube confined concrete column and production process thereof |
| CN108179842A (en) * | 2018-02-07 | 2018-06-19 | 安徽工程大学 | A kind of assembled steel tube confined concrete models and its production technology |
| CN111604348A (en) * | 2019-06-26 | 2020-09-01 | 北新集团建材股份有限公司 | Assembled wall body recovery system |
| CN112323976A (en) * | 2020-10-30 | 2021-02-05 | 北京工业大学 | Novel large-span repairable assembly type node and assembly method |
| CN113323482A (en) * | 2021-05-31 | 2021-08-31 | 重庆大学 | Column base node of buckling-restrained energy dissipation mechanism with additional replaceable earthquake-resistant energy dissipation mechanism |
| CN113323482B (en) * | 2021-05-31 | 2022-08-05 | 重庆大学 | Column base node of buckling-restrained energy dissipation mechanism with additional replaceable earthquake-resistant energy dissipation mechanism |
| CN116254928A (en) * | 2021-12-10 | 2023-06-13 | 中国建筑设计研究院有限公司 | Detachable box post connection structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20180529 |
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| CF01 | Termination of patent right due to non-payment of annual fee |