CN110344540A - A kind of rectangle part filling steel-concrete coupled column - Google Patents
A kind of rectangle part filling steel-concrete coupled column Download PDFInfo
- Publication number
- CN110344540A CN110344540A CN201910536322.0A CN201910536322A CN110344540A CN 110344540 A CN110344540 A CN 110344540A CN 201910536322 A CN201910536322 A CN 201910536322A CN 110344540 A CN110344540 A CN 110344540A
- Authority
- CN
- China
- Prior art keywords
- web
- coupled column
- steel
- ribbed stiffener
- concrete
- 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
Links
- 239000003351 stiffener Substances 0.000 claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000003754 machining Methods 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of rectangle parts to fill steel-concrete coupled column comprising web and the wing plate positioned at the web both ends are filled with concrete between the wing plate and the web；The wing plate opposite side is equipped with ribbed stiffener, and the ribbed stiffener is located at the web two sides and is parallel to the web setting.The combination columns bearing capacity is strong, high in machining efficiency.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of rectangle part to fill steel-concrete coupled column.
Background technique
Steel-concrete coupled column is a kind of new structural members, big with bearing capacity, rigidity is strong and fire protecting performance is good etc.
Advantage.It is existing be partially filled with steel-concrete coupled column in order to improve component stability bearing capacity and resist moment-out-plane, need by
Column width direction is designed as big section, while configuring Reinforcement, to enhance the constraint to concrete.Big section will lead to
The generation of convex cylinder reduces percentage of usable dwelling area, is not easy to furniture installation and interior decoration.In addition, Reinforcement field joint
Difficulty is big, reduces construction efficiency, security risk caused by existing simultaneously because of steel reinforcement abutting joints quality problems.
Summary of the invention
The present invention provides a kind of rectangle parts to fill steel-concrete coupled column, and the combination columns bearing capacity is strong, processing efficiency
It is high.
In order to reach the purpose, the present invention adopts the following technical scheme:
A kind of rectangle part filling steel-concrete coupled column, the wing plate including web and positioned at the web both ends, the wing
Concrete is filled between plate and the web；Ribbed stiffener is equipped between the wing plate, the ribbed stiffener is located at the web two
Side is simultaneously parallel to the web setting.
As a preference, the ribbed stiffener is symmetricly set on the web two sides.
As a preference, being equipped with connector between the ribbed stiffener on two wing plates.
As a preference, the connector is steel plate strip or U-shaped reinforcing bar or reinforced mesh.
As a preference, the connector welding is arranged on the ribbed stiffener.
As a preference, the connector side is equipped with distributing bar, the distributing bar is parallel to the ribbed stiffener
Setting.
As a preference, the web is equipped with peg, the peg is vertically arranged with the web.
As a preference, the ribbed stiffener is "-" type steel plate or angle steel.
To sum up, compared with the prior art, the advantages of the present invention are as follows: the setting of ribbed stiffener improves the carrying energy of structure
Power substantially increases the effect of contraction of concrete；Connecting rod can be directly welded on ribbed stiffener, be arranged on wing plate with connecting rod welding
It compares, it is more convenient to process, more efficient.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention.
Label in figure is as follows:
1. web, 2. wing plates, 3. concrete, 4. ribbed stiffeners, 5. connectors, 6. distributing bars, 7. pegs.
Specific embodiment
The invention will be further described for middle embodiment with reference to the accompanying drawing.
Rectangle part as shown in Figure 1 fills steel-concrete coupled column, the wing including web 1 and positioned at 1 both ends of web
Plate 2, wing plate 2 and web 1 are welded into i-shaped beams.Concrete 3, concrete 3 and 2 side of wing plate are filled between wing plate 2 and web 1
Edge flushes.2 opposite side of wing plate is equipped with ribbed stiffener 4, and ribbed stiffener 4 is located at 1 two sides of web and is parallel to the setting of web 1.Ribbed stiffener 4 with
Wing plate 2 is vertical, and the setting of ribbed stiffener 4 improves the bearing capacity of coupled column, while being not necessarily to install Reinforcement, also it is avoided that
The field joint step of Reinforcement.Concrete 3 can be prefabricated, can also be cast-in-site, coupled column scene can be used
Full weldering connection, bolt-weld joint or full bolt mode are connected.Aperture can be equipped on ribbed stiffener 4, aperture is excused me along family 4 prolongs
Direction array is stretched to be distributed on ribbed stiffener 4 at quincunx.
Ribbed stiffener 4 is "-" type steel plate or angle steel, is symmetricly set on 1 two sides of web."-" type put more energy into rib edges welding
On wing plate 2 and vertical with wing plate 2, the steel angle stiffening rib end plate is bonded and is welded to connect with wing plate 2, another end plate and wing plate 2
Vertically.Connector 5 is equipped between ribbed stiffener 4 on two wing plates 2.Connector 5 is steel plate strip or U-shaped reinforcing bar or reinforced mesh,
5 end of connector offsets with 2 inner sidewall of wing plate.The welding of connector 5 is arranged on ribbed stiffener 4, in the process of welded connections 5
In, ribbed stiffener 4 also plays position-limiting action, 5 both ends of connector and 4 lateral wall of ribbed stiffener other than to connect connector 5 to it
Contact is i.e. certifiable vertical with wing plate 2, without adjusting the angle of connector 5 Yu connector 5, improves welding processing efficiency.
Distributing bar 6 is equipped on the outside of connector 5, distributing bar 6 is parallel to the setting of ribbed stiffener 4.The quantity of distributing bar 6 is
It four, is symmetricly set on the connector 5 of 1 two sides of web.Longitudinal reinforcement is distributing bar 6, reduces field joint difficulty, keeps away
Security risk existing for exempting from due to steel reinforcement abutting joints quality problems.Web 1 is equipped with peg 7, and peg 7 is vertically arranged with web 1.Bolt
Nail 7 is symmetricly set on 1 two sides of web, and is uniformly arranged along 1 extending direction of web.Distributing bar 6 is located at close to 1 side of web simultaneously
Between ribbed stiffener 4 and peg 7.
Described above is only explanation of the invention, so that those of ordinary skill in the art's can completely implements we
Case, but be not limitation of the present invention, those skilled in the art can according to need after reading this specification to this reality
The modification that example makes not creative contribution is applied, these are all without creative modification, but as long as in right of the invention
All by the protection of Patent Law in claimed range.
Claims (8)
1. a kind of rectangle part fills steel-concrete coupled column, it is characterised in that: including web (1) and be located at the web
(1) wing plate (2) at both ends is filled with concrete (3) between the wing plate (2) and the web (1)；Between the wing plate (2)
Equipped with ribbed stiffener (4), the ribbed stiffener (4) is located at the web (1) two sides and is parallel to the web (1) setting.
2. a kind of rectangle part according to claim 1 fills steel-concrete coupled column, it is characterised in that: described to put more energy into
Rib (4) is symmetricly set on the web (1) two sides.
3. a kind of rectangle part according to claim 1 fills steel-concrete coupled column, it is characterised in that: described in two
Connector (5) are equipped between the ribbed stiffener (4) on wing plate (2).
4. a kind of rectangle part according to claim 3 fills steel-concrete coupled column, it is characterised in that: the connection
Part (5) is steel plate strip or U-shaped reinforcing bar or reinforced mesh.
5. a kind of rectangle part according to claim 3 fills steel-concrete coupled column, it is characterised in that: the connection
Part (5) welding is arranged on the ribbed stiffener (4).
6. a kind of rectangle part according to claim 3 fills steel-concrete coupled column, it is characterised in that: the connection
Part (5) side is equipped with distributing bar (6), and the distributing bar (6) is parallel to the ribbed stiffener (4) setting.
7. a kind of rectangle part according to claim 1 fills steel-concrete coupled column, it is characterised in that: the web
(1) peg (7) are equipped with, the peg (7) is vertically arranged with the web (1).
8. a kind of rectangle part according to claim 1 fills steel-concrete coupled column, it is characterised in that: described to put more energy into
Rib (4) is "-" type steel plate or angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910536322.0A CN110344540A (en) | 2019-06-20 | 2019-06-20 | A kind of rectangle part filling steel-concrete coupled column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910536322.0A CN110344540A (en) | 2019-06-20 | 2019-06-20 | A kind of rectangle part filling steel-concrete coupled column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110344540A true CN110344540A (en) | 2019-10-18 |
Family
ID=68182457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910536322.0A Pending CN110344540A (en) | 2019-06-20 | 2019-06-20 | A kind of rectangle part filling steel-concrete coupled column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110344540A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101652A (en) * | 2019-12-27 | 2020-05-05 | 浙江大东吴建筑科技有限公司 | Partially-filled steel-concrete combined L-shaped column formed by assembling |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1975061A (en) * | 2006-12-25 | 2007-06-06 | 哈尔滨工业大学 | Steel reinforcement square, rectangular or polygonal steel pipe concrete column |
| CN205296583U (en) * | 2015-10-26 | 2016-06-08 | 云南汉工钢结构工程有限公司 | Novel box post |
| CN206769203U (en) * | 2017-05-04 | 2017-12-19 | 浙江绿筑集成科技有限公司 | A kind of narrow flange portions composite frame structure |
| KR101862278B1 (en) * | 2017-10-30 | 2018-05-29 | 주식회사 목양디자인그룹건축사사무소 | Steel composite concrete member |
| CN109555268A (en) * | 2018-11-27 | 2019-04-02 | 上海电气电站环保工程有限公司 | Prefabricated support column and its construction method based on H profile steel |
| CN210597878U (en) * | 2019-06-20 | 2020-05-22 | 浙江大东吴建筑科技有限公司 | Rectangular partially-filled steel-concrete combined column |
-
2019
- 2019-06-20 CN CN201910536322.0A patent/CN110344540A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1975061A (en) * | 2006-12-25 | 2007-06-06 | 哈尔滨工业大学 | Steel reinforcement square, rectangular or polygonal steel pipe concrete column |
| CN205296583U (en) * | 2015-10-26 | 2016-06-08 | 云南汉工钢结构工程有限公司 | Novel box post |
| CN206769203U (en) * | 2017-05-04 | 2017-12-19 | 浙江绿筑集成科技有限公司 | A kind of narrow flange portions composite frame structure |
| KR101862278B1 (en) * | 2017-10-30 | 2018-05-29 | 주식회사 목양디자인그룹건축사사무소 | Steel composite concrete member |
| CN109555268A (en) * | 2018-11-27 | 2019-04-02 | 上海电气电站环保工程有限公司 | Prefabricated support column and its construction method based on H profile steel |
| CN210597878U (en) * | 2019-06-20 | 2020-05-22 | 浙江大东吴建筑科技有限公司 | Rectangular partially-filled steel-concrete combined column |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101652A (en) * | 2019-12-27 | 2020-05-05 | 浙江大东吴建筑科技有限公司 | Partially-filled steel-concrete combined L-shaped column formed by assembling |
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