CN105544742B - Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method - Google Patents
Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method Download PDFInfo
- Publication number
- CN105544742B CN105544742B CN201610095725.2A CN201610095725A CN105544742B CN 105544742 B CN105544742 B CN 105544742B CN 201610095725 A CN201610095725 A CN 201610095725A CN 105544742 B CN105544742 B CN 105544742B
- Authority
- CN
- China
- Prior art keywords
- concrete
- column
- steel tube
- special
- connector
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 88
- 239000010959 steel Substances 0.000 title claims abstract description 88
- 239000004567 concrete Substances 0.000 title claims abstract description 78
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 239000011440 grout Substances 0.000 claims abstract description 16
- 238000011065 in-situ storage Methods 0.000 claims abstract description 13
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 5
- 238000009417 prefabrication Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 12
- 238000007493 shaping process Methods 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 229910000679 solder Inorganic materials 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 abstract description 3
- 244000046052 Phaseolus vulgaris Species 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005493 welding type 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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 assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method.Special-Shaped Column side column is T-shaped reinforced concrete precast member, is disposed between concrete-filled circular steel tube column, concrete-filled circular steel tube column in it and is connected as an entirety by batten plate, and the grout sleeve of concrete-filled circular steel tube column upper weld constitutes the connecting node of post and post；Reinforced beam is half prefabricated superposed type beam, and bottom is prefabrication, and part is poured in top after being connected with part cast-in-situ floor；A type connectors are welded on concrete-filled circular steel tube column outer arm, Type B connector is welded on batten plate, the bottom cage bar of reinforced beam is fixedly connected with A type connectors, and top cage bar is fixedly connected with Type B connector, and A types connector, Type B connector constitute beam-column connection.The present invention can solve the problem that fabricated construction post and Column border node, the connectivity problem of bean column node, can give full play to that concrete filled steel tube special-shaped column structure anti-seismic performance is good, space-saving characteristic.
Description
Technical field
The present invention relates to assembly concrete-filled steel tube special-shaped column structure, specifically a kind of assembled concrete filled steel tube abnormity
Post side column node connecting structure and its construction method.
Background technology
At present, green building and housing industrialization are carried out energetically by country, therefore fabricated construction is received more and more
Concern, assembly concrete-filled steel tube special-shaped column structure is a kind of construction style for meeting modern designing idea and national policy, but
Node connectivity problem, which then turns into, restricts its fast-developing key issue, therefore to assembly concrete-filled steel tube node connected mode
And it is necessary that construction method, which carries out research with innovating, and special-shaped column structure is applied to concentrating type high residential building, can
The problem of solving pillar protrusion metope.
The content of the invention
The present invention is intended to provide a kind of assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction party
Method, effectively to solve the key issue that post is connected with Column border node, bean column node, while it is different to give full play to concrete filled steel tube
Shape rod structure anti-seismic performance is good, space-saving characteristic, is that being reliably connected for the special-shaped Column border node of assembled provides a kind of construction party
Method.
The present invention solves its technical problem, and the technical scheme of use is：
A kind of assembled concrete filled steel tube Special-Shaped Column side column node connecting structure, including Special-Shaped Column side column, reinforced concrete
Tu Liang；
Special-Shaped Column side column is to be disposed with concrete-filled circular steel tube column, round steel in T-shaped reinforced concrete precast member, Special-Shaped Column side column
Between pipe concrete column an entirety, the grouting of concrete-filled circular steel tube column upper weld are connected as by being spaced the batten plate of arrangement
Sleeve, grout sleeve constitutes the connecting node of post and post；
Reinforced beam is half prefabricated superposed type beam, and bottom is prefabrication, and top is to connect with part cast-in-situ floor
Part is poured after connecing；
The upper stay plate between A type connectors, concrete-filled circular steel tube column is welded on the steel pipe outer arm of concrete-filled circular steel tube column
Upper welding Type B connector, the bottom cage bar of reinforced beam is fixedly connected with A type connectors, the top of reinforced beam
Cage bar is fixedly connected with Type B connector, and A types connector, Type B connector constitute the connecting node of post and beam.
The construction method of above-mentioned assembled concrete filled steel tube Special-Shaped Column side column node connecting structure, comprises the steps：
（1）Factorial praluction prefabricated components：Concrete-filled circular steel tube column and its shaped rc columnses side for pouring shaping
Post, half prefabricated superposed type joist steel Concrete Beam Reinforced are prefabricated in the factory respectively, and job site is then transported to again；
（2）The connecting node construction of post and beam：The bottom cage bar of reinforced beam is placed in the A of lower floor's Special-Shaped Column side column
In the preformed groove of type connector, top cage bar is placed in the preformed hole of the Type B connector of lower floor's Special-Shaped Column side column, and adjustment reinforcing bar is mixed
Solidifying Tu Liang position and distance, then lock the nut in bottom cage bar and top cage bar, make the bottom master of reinforced beam
Muscle and top cage bar are locked with A types connector and Type B connector respectively；The template of post-cast strip and cast-in-situ floor is installed, and
Cast-in-situ floor reinforcing bar is laid, part and floorslab concrete are then poured behind pouring reinforcement concrete beam top, treats that cast-in-place concrete reaches
The connecting node that post and post are carried out after to some strength is constructed；
（3）The connecting node construction of post and post：By the concrete-filled circular steel tube column end of upper strata Special-Shaped Column side column bottom protrusion
Insert in the grout sleeve at the top of lower floor's Special-Shaped Column side column, adjust the height and horizontal level of upper strata Special-Shaped Column side column and propped up
Shield, then the placing grouting material into the grout sleeve at the top of lower floor's Special-Shaped Column side column, after grouting material reaches some strength, is installed
Horizontal joint template, and placing High Strength Non-shrinking Filling Material, after grouting material reaches some strength, continue to construct.
Using the present invention of above-mentioned technical proposal, compared with prior art, the characteristics of it is protruded is：
（1）The connecting node of the post of use and the connecting node of post, post and beam all have connection reliable, easy construction, into
The characteristics of this is relatively low, is that assembled concrete filled steel tube special-shaped column structure provides preferably condition in housing industrialization development.
（2）The node connector of post and post, post and beam, both can guarantee that precast beam was accurate in place, and can be formed and effectively connect
Connect and fixation.
（3）The application of half prefabricated superposed type reinforced beam, can make cast-in-situ floor steel bar arrangement more flexibly square
Just, effective connection of beam slab, and the anchor bar that energy flexible arrangement is connected with precast floor slab both can guarantee that.
（4）The work of welding is needed all to be completed in precasting yard, the whole wet type connection sides used of connection of assembly parts
Formula, thus can effectively avoid the qualitative problems of construction caused by welding quality difference.
Preferably, further technical scheme of the invention is：
Batten plate determines that batten plate is according to the spacing of concrete-filled circular steel tube column by steel plate machine-shaping, batten plate thickness and length
The steel pipe outer arm being vertically arranged with the concrete-filled circular steel tube column at two ends is welded and fixed.
A types connector is welded on the outside of bottom plate by steel plate machine-shaping, including bottom plate and supporting vertical plate, supporting vertical plate
End, is connected by circular arc solder side between the medial extremity of bottom plate and the steel pipe outer arm of concrete-filled circular steel tube column, is set in supporting vertical plate
It is equipped with the preformed groove for the bottom cage bar for being caught in reinforced beam.By such structure, reinforced beam position both can guarantee that
The accuracy put plays connection and fixation again.
Type B connector is fixed by steel plate machine-shaping, including lower support plate and upper support board, lower support plate bottom
It is welded on batten plate, upper support board is welded on lower support plate, upper support board both sides, which are provided with, is caught in armored concrete
The preformed hole of the top cage bar of beam.
The bottom cage bar of reinforced beam and the end of top cage bar are provided with the hitch of certain distance, and set buckles assembling
Nut, bottom cage bar and top cage bar are locked with A types connector and Type B connector respectively by nut.
By above-mentioned optimization structure, batten plate can ensure effective connection between concrete-filled circular steel tube column, improve Special-Shaped Column
The bulk strength of side column body；Beam main tendon is attached by bean column node using two kinds of special connectors with steel core concrete column,
And prefabricated beam main tendon is fixed with nut, it not only can guarantee that the accuracy of beam position but also played connection and fixation.
Brief description of the drawings
Fig. 1 is the Special-Shaped Column side column structural representation of the embodiment of the present invention；
Fig. 2 is the reinforced beam structural representation of the embodiment of the present invention；
Fig. 3 is that the Special-Shaped Column side column of the embodiment of the present invention is connected axonometric drawing with reinforced beam；
Fig. 4 is that the Special-Shaped Column side column of the embodiment of the present invention is connected elevation with reinforced beam；
Fig. 5 is that the Special-Shaped Column side column of the embodiment of the present invention is connected side view with reinforced beam；
Fig. 6 is that the Special-Shaped Column side column of the embodiment of the present invention is connected top view with reinforced beam；
Fig. 7 is the front view of the A type connectors of the embodiment of the present invention；
Fig. 8 is the top view of the A type connectors of the embodiment of the present invention；
Fig. 9 is the front view of the Type B connector of the embodiment of the present invention；
Figure 10 is the side view of the Type B connector of the embodiment of the present invention；
In figure：Special-Shaped Column side column 1；Reinforced beam 2, cast-in-situ floor 3, grout sleeve 11；Genesis analysis reinforcing bar 12；B
Type connector 13；A types connector 14；Concrete-filled circular steel tube column 15；Batten plate 16；Bottom cage bar 21；Top cage bar 22；Lower support
Plate 131；Upper support board 132；Preformed hole 133；Bottom plate 141；Supporting vertical plate 142；Preformed groove 143；Circular arc solder side 144.
Embodiment
With reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands present invention.
Referring to Fig. 1-Fig. 6, this assembled concrete filled steel tube Special-Shaped Column side column node connecting structure, including Special-Shaped Column side
Post 1, reinforced beam 2 and the partial component of cast-in-situ floor 3 three, are related to post and column connected node and beam and column connected node.
Special-Shaped Column side column 1 is to have genesis analysis reinforcing bar 12 and ring in T-shaped reinforced concrete precast member, Special-Shaped Column side column 1
Stirrup, four concrete-filled circular steel tube columns 15 of arrangement, one, its center pillar center, post and each one of three direction tie-beams in it；Circle
Steel core concrete column 15 is made by external diameter for placing high-strength concrete in 102mm seamless round steel pipe, concrete filled steel tube
The appearance surface build-up welding of post 15 is highly 2.5mm shear key, and concrete-filled circular steel tube column 15 has as special-shaped column structure edge member
The advantages of high capacity, ductility are good.
Arrangement batten plate 16 is spaced between concrete-filled circular steel tube column 15, batten plate 16 is processed into by thickness for 20mm steel plate
Type, the thickness and length of steel plate determine that batten plate 16 is in be vertically arranged the circle with two ends according to the spacing of concrete-filled circular steel tube column 15
The steel pipe outer arm of steel core concrete column 15 is welded and fixed, overall to form a steel construction being cast in Special-Shaped Column side column 1.
The upper weld grout sleeve 11 of concrete-filled circular steel tube column 15, grout sleeve 11 is the seamless round steel pipes of 140mm by external diameter
It is made, the inside surfacing of grout sleeve 11 is highly 2.5mm shear key, the height of grout sleeve 11 is 240mm, makes upper strata
The anchorage length of the concrete-filled circular steel tube column 15 of Special-Shaped Column side column 1 can reach 115mm；Grout sleeve 11 constitutes the company of post and post
Node is connect, is connected using grout sleeve 11, the reliability of connection has both been can guarantee that, but it is simple and easy to apply, it is especially suitable for fabricated construction
Building.
Welded on the steel pipe outer arm of concrete-filled circular steel tube column 15 upper between A types connector 14, concrete-filled circular steel tube column 15
Type B connector 13 is welded on portion's batten plate 16.
Reinforced beam 2 is half prefabricated superposed type beam, and bottom is prefabrication, and top is and part cast-in-situ floor 3
Part is poured after connection；The bottom cage bar 21 of reinforced beam 2 and the end 100mm of top cage bar 22 are apart from hitch, hitch
Upper assembling nut.
The bottom cage bar 21 of reinforced beam 2 is fixedly connected with A types connector 14, the top master of reinforced beam 2
Muscle 22 is fixedly connected with Type B connector 13, and A types connector 14, Type B connector 13 constitute the connecting node of post and beam.
Referring to Fig. 7-Figure 10, A types connector 14, Type B connector 13 are welded by thickness for 20mm steel plate processing.
A types connector 14 is made up of bottom plate 141 and supporting vertical plate 142, and supporting vertical plate 142 is welded on the outside of bottom plate 141
End, is connected between the medial extremity of bottom plate 141 and the steel pipe outer arm of concrete-filled circular steel tube column 15 by circular arc solder side 144, is supported
The preformed groove 143 for the bottom cage bar 21 for being caught in reinforced beam 2 is provided with riser 142.
Type B connector 13 is made up of lower support plate 131 and upper support board 132, and the bottom of lower support plate 131 fixes weldering
It is connected on batten plate 16, upper support board 132 is welded on lower support plate 131, the both sides of upper support board 132, which are provided with, is caught in steel
The preformed hole 133 of the top cage bar 22 of Concrete Beam Reinforced 2.
Bottom cage bar and top cage bar 22 are locked with A types connector 14 and Type B connector 13 respectively by nut.
The construction method of this assembled concrete filled steel tube Special-Shaped Column side column node connecting structure, enters in the steps below
OK：
（1）Factorial praluction prefabricated components：Concrete-filled circular steel tube column 15 and its shaped rc columnses for pouring shaping
The prefabricated superposed type joist steel Concrete Beam Reinforced 3 of side column 1, half is prefabricated in the factory respectively, and job site is then transported to again.
（2）The connecting node construction of post and beam：The bottom cage bar 21 of reinforced beam 3 is placed in lower floor's Special-Shaped Column side column
In the preformed groove 143 of 1 A types connector 14, top cage bar 22 is placed in the reserved of the Type B connector 13 of lower floor's Special-Shaped Column side column 1
In hole 133, position and the distance of reinforced beam 3 are adjusted, the nut in bottom cage bar 21 and top cage bar 22 is then locked,
Make the bottom cage bar 21 and top cage bar 22 of reinforced beam 2 solid with A types connector 14 and the locking of Type B connector 13 respectively
It is fixed；The template of post-cast strip and cast-in-situ floor 3 is installed, and lays the reinforcing bar of cast-in-situ floor 3, then the top of pouring reinforcement concrete beam 2
After pour part and floorslab concrete, the connecting node that post and post are carried out after cast-in-place concrete reaches some strength is constructed.
（3）The connecting node construction of post and post：By the end of concrete-filled circular steel tube column 15 of the bottom protrusion of upper strata Special-Shaped Column side column 1
Portion is inserted in the grout sleeve 11 at the top of lower floor's Special-Shaped Column side column 1, adjusts the height and horizontal level of upper strata Special-Shaped Column side column 1 simultaneously
Supporting is carried out, then the placing grouting material into the grout sleeve 11 at the top of lower floor's Special-Shaped Column side column 1, treat that grouting material reaches certain strong
After degree, horizontal joint template, and placing High Strength Non-shrinking Filling Material are installed, after grouting material reaches some strength, continues to construct.
Preferable feasible embodiment of the invention is the foregoing is only, not thereby limits to the interest field of the present invention,
Within the equivalent structure change that all utilization description of the invention and accompanying drawing content are made, the interest field for being both contained in the present invention.
Claims (6)
1. a kind of assembled concrete filled steel tube Special-Shaped Column side column node connecting structure, including Special-Shaped Column side column, armored concrete
Beam, it is characterised in that：
Special-Shaped Column side column is that concrete-filled circular steel tube column is disposed with T-shaped reinforced concrete precast member, Special-Shaped Column side column, and round steel pipe is mixed
Between solidifying earth pillar an entirety, concrete-filled circular steel tube column upper weld grouting set are connected as by being spaced the batten plate of arrangement
Cylinder, grout sleeve constitutes the connecting node of post and post；
Reinforced beam is half prefabricated superposed type beam, and bottom is prefabrication, and top is what is be connected with part cast-in-situ floor
After pour part；
Weld and welded on the upper stay plate between A type connectors, concrete-filled circular steel tube column on the steel pipe outer arm of concrete-filled circular steel tube column
Type B connector is connect, the bottom cage bar of reinforced beam is fixedly connected with A type connectors, the top cage bar of reinforced beam
It is fixedly connected with Type B connector, A types connector, Type B connector constitute the connecting node of post and beam.
2. assembled concrete filled steel tube Special-Shaped Column side column node connecting structure according to claim 1, it is characterised in that：
Batten plate is determined that batten plate is in be vertically arranged by steel plate machine-shaping, batten plate thickness and length according to the spacing of concrete-filled circular steel tube column
It is welded and fixed with the steel pipe outer arm of the concrete-filled circular steel tube column at two ends.
3. assembled concrete filled steel tube Special-Shaped Column side column node connecting structure according to claim 1, it is characterised in that：
A types connector is welded on the outboard end of bottom plate by steel plate machine-shaping, including bottom plate and supporting vertical plate, supporting vertical plate, bottom plate
Connected between medial extremity and the steel pipe outer arm of concrete-filled circular steel tube column by circular arc solder side, be provided with supporting vertical plate and be caught in steel
The preformed groove of the bottom cage bar of Concrete Beam Reinforced.
4. assembled concrete filled steel tube Special-Shaped Column side column node connecting structure according to claim 1, it is characterised in that：
Type B connector is by steel plate machine-shaping, including lower support plate and upper support board, and lower support plate bottom, which fixes to be welded in, sews
On plate, upper support board is welded on lower support plate, and upper support board both sides are provided with the top for being caught in reinforced beam
The preformed hole of cage bar.
5. assembled concrete filled steel tube Special-Shaped Column side column node connecting structure according to claim 1, it is characterised in that：
The bottom cage bar of reinforced beam and the end of top cage bar are provided with the hitch of certain distance, and set buckles assembling nut, under
Portion's cage bar and top cage bar are locked with A types connector and Type B connector respectively by nut.
6. a kind of assembled concrete filled steel tube Special-Shaped Column side column node connection knot as described in claim 1 to 5 any one
The construction method of structure, it is characterised in that comprise the steps：
（1）Factorial praluction prefabricated components：Concrete-filled circular steel tube column and its pour the shaped rc columnses side column of shaping, half
Prefabricated superposed type joist steel Concrete Beam Reinforced is prefabricated in the factory respectively, and job site is then transported to again；
（2）The connecting node construction of post and beam：The A types that the bottom cage bar of reinforced beam is placed in into lower floor's Special-Shaped Column side column connect
In the preformed groove of fitting, top cage bar is placed in the preformed hole of the Type B connector of lower floor's Special-Shaped Column side column, adjusts armored concrete
The position of beam and distance, then lock the nut in bottom cage bar and top cage bar, make reinforced beam bottom cage bar and
Top cage bar is locked with A types connector and Type B connector respectively；The template of post-cast strip and cast-in-situ floor is installed, and is laid
Cast-in-situ floor reinforcing bar, then pours part and floorslab concrete, treats that cast-in-place concrete reaches one behind pouring reinforcement concrete beam top
Determine to carry out post after intensity and the connecting node of post is constructed；
（3）The connecting node construction of post and post：By the concrete-filled circular steel tube column end that upper strata Special-Shaped Column side column body bottom portion is raised
Insert in the grout sleeve at the top of lower floor's Special-Shaped Column side column, adjust the height and horizontal level of upper strata Special-Shaped Column side column and propped up
Shield, then the placing grouting material into the grout sleeve at the top of lower floor's Special-Shaped Column side column, after grouting material reaches some strength, is installed
Horizontal joint template, and placing High Strength Non-shrinking Filling Material, after grouting material reaches some strength, continue to construct.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095725.2A CN105544742B (en) | 2016-02-22 | 2016-02-22 | Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095725.2A CN105544742B (en) | 2016-02-22 | 2016-02-22 | Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105544742A CN105544742A (en) | 2016-05-04 |
| CN105544742B true CN105544742B (en) | 2017-09-15 |
Family
ID=55824258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610095725.2A Expired - Fee Related CN105544742B (en) | 2016-02-22 | 2016-02-22 | Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105544742B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA3220335A1 (en) * | 2016-07-06 | 2018-01-11 | PT Blink Limited | A method of constructing a modular building, a tray-like modular building component, and related method, and a modular building column assembly |
| CN106703290A (en) * | 2016-12-22 | 2017-05-24 | 华侨大学 | Detachable-assembly type concrete-filled steel tube column and construction method thereof |
| CN109403467B (en) * | 2018-10-31 | 2024-02-02 | 广西辰宇建材科技有限公司 | Prefabricated buckle of assembled building and application thereof |
| CN109779027A (en) * | 2019-03-18 | 2019-05-21 | 中铁建工集团有限公司 | Using class round steel pipe constraint composite structure as the assembled arthitecutral structure of core |
| CN113585533A (en) * | 2021-08-16 | 2021-11-02 | 扬州大学 | Flange connection assembly type shear wall structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201891166U (en) * | 2009-09-23 | 2011-07-06 | 黄江峡 | Anti-seismic building beam column component system |
| CN102661002A (en) * | 2012-05-07 | 2012-09-12 | 山东科技大学 | Joint of double-circular steel tube concrete column and steel beam and construction method |
| CN204199440U (en) * | 2014-07-02 | 2015-03-11 | 山东科技大学 | The node structure that a kind of concrete column is connected with girder steel |
| CN105064512A (en) * | 2015-08-12 | 2015-11-18 | 广州大学 | Connecting structure of circular steel tube concrete column and steel beam |
| CN205369544U (en) * | 2016-02-22 | 2016-07-06 | 华北理工大学 | Assembled circular steel tube concrete dysmorphism post side column nodal connection structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101076581B1 (en) * | 2009-12-02 | 2011-10-24 | 서울시립대학교 산학협력단 | Joint structure for hollow core concrete filled tube column and H shaped beam and construction method therefor |
| KR101186062B1 (en) * | 2011-02-25 | 2012-09-25 | 서울시립대학교 산학협력단 | Connection of concrete filled steel tube column and H-shaped steel beam and constructing method of the same |
-
2016
- 2016-02-22 CN CN201610095725.2A patent/CN105544742B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201891166U (en) * | 2009-09-23 | 2011-07-06 | 黄江峡 | Anti-seismic building beam column component system |
| CN102661002A (en) * | 2012-05-07 | 2012-09-12 | 山东科技大学 | Joint of double-circular steel tube concrete column and steel beam and construction method |
| CN204199440U (en) * | 2014-07-02 | 2015-03-11 | 山东科技大学 | The node structure that a kind of concrete column is connected with girder steel |
| CN105064512A (en) * | 2015-08-12 | 2015-11-18 | 广州大学 | Connecting structure of circular steel tube concrete column and steel beam |
| CN205369544U (en) * | 2016-02-22 | 2016-07-06 | 华北理工大学 | Assembled circular steel tube concrete dysmorphism post side column nodal connection structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105544742A (en) | 2016-05-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105544742B (en) | Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method | |
| CN107795010B (en) | Precast beam column joint and construction method thereof | |
| CN105256917B (en) | A kind of precast shear wall perps combined connecting structure and its construction method | |
| CN109252727B (en) | Shock insulation layer rubber support, column, beam and plate system integrated assembly node and method | |
| CN105714934B (en) | Assembled concrete filled steel tube Special-Shaped Column king post joint attachment structure and its construction method | |
| CN109853363A (en) | Pipe pier and cushion cap connection structure and construction method | |
| CN105569192B (en) | Assembled concrete filled steel tube Special-Shaped Column corner post node connecting structure and its construction method | |
| CN107355010A (en) | Precast concrete shear wall shaped steel node connection structure | |
| CN106284655A (en) | Precast concrete beam stud connects node and method of attachment in succession | |
| CN108571070A (en) | A kind of Prefabricated concrete-filled steel tube ring beam connection structure and construction method | |
| CN205369544U (en) | Assembled circular steel tube concrete dysmorphism post side column nodal connection structure | |
| CN209653108U (en) | Prefabricated reinforced concrete column connection structure | |
| CN109779282A (en) | The construction method and structure that reinforced column transformation is reinforced | |
| CN109469094A (en) | Super High bottom plate interpolation fashioned iron column construction method and fixed structure | |
| CN210459769U (en) | Prefabricated hollow column and assembled concrete column | |
| CN205369546U (en) | Assembled circular steel tube concrete dysmorphism post center pillar nodal connection structure | |
| KR20200044740A (en) | Connecting and Reinforcing Apparatus, Structure and Method for PHC Pile | |
| CN208105477U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam L shape connecting node | |
| CN108265823A (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam L-shaped connecting node | |
| CN205677070U (en) | A kind of building frame construction | |
| CN212453065U (en) | Assembled building frame structure member | |
| JP5456627B2 (en) | Connection structure and method of connection between pile and steel column | |
| CN110284642A (en) | A kind of hollow two-way floor forming method of full bolt assembled and its node | |
| CN206245467U (en) | A kind of precast frame attachment means | |
| CN205369545U (en) | Assembled circular steel tube concrete dysmorphism post corner post nodal connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Haibin Inventor after: Wu Liwei Inventor after: Ma Danxiang Inventor after: Ge Nan Inventor after: Su Youpo Inventor before: Chen Haibin Inventor before: Ge Nan Inventor before: Wu Liwei Inventor before: Su Youpo |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170915 |