[go: up one dir, main page]

CN200943287Y - Lightweight concrete filled steel tube column - Google Patents

Lightweight concrete filled steel tube column Download PDF

Info

Publication number
CN200943287Y
CN200943287Y CN 200620087052 CN200620087052U CN200943287Y CN 200943287 Y CN200943287 Y CN 200943287Y CN 200620087052 CN200620087052 CN 200620087052 CN 200620087052 U CN200620087052 U CN 200620087052U CN 200943287 Y CN200943287 Y CN 200943287Y
Authority
CN
China
Prior art keywords
steel pipe
steel tube
light
concrete column
steel
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
Application number
CN 200620087052
Other languages
Chinese (zh)
Inventor
陶忠
韩林海
王志滨
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fuzhou University
Original Assignee
Fuzhou University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fuzhou University filed Critical Fuzhou University
Priority to CN 200620087052 priority Critical patent/CN200943287Y/en
Application granted granted Critical
Publication of CN200943287Y publication Critical patent/CN200943287Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Revetment (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The utility model relates to a light-duty steel tube-concrete column. The utility model characters in the steel tube, inside of which is infused with concrete, and in the longitudinal reinforcing ribs that are distributing on the tube surface and parallel with the steel tube's axis. The utility model has such advantages as saving steel, great carrying capacity and reduction of jointing amount during manufacture.

Description

轻型钢管混凝土柱Lightweight concrete filled steel tube column

技术领域technical field

本实用新型涉及一种轻型钢管混凝土柱。The utility model relates to a light steel pipe concrete column.

背景技术Background technique

钢管混凝土是在钢管中填充混凝土而形成的一种构件形式。钢管混凝土利用钢管和混凝土两种材料在受力时的相互作用,即钢管对混凝土的约束作用使混凝土处于复杂应力状态下,从而使混凝土强度得以提高,塑性和韧性性能大为改善,同时,由于混凝土的存在可以避免或延缓钢管发生局部屈曲,可以保证其材料性能的充分发挥。但传统钢管混凝土柱制作时通常采用管壁较厚的钢管,因而耗费钢材较多,具有造价高、焊接工作量大和自重大的缺点。Concrete filled steel pipe is a form of component formed by filling concrete in steel pipes. Concrete filled steel tube utilizes the interaction between the steel tube and concrete when they are under stress, that is, the confinement of the steel tube to the concrete makes the concrete under a complex stress state, thereby improving the strength of the concrete, and greatly improving the plasticity and toughness. At the same time, due to The existence of concrete can avoid or delay the local buckling of the steel pipe, and can ensure the full play of its material properties. However, steel pipes with thicker pipe walls are usually used in the manufacture of traditional CFST columns, which consume more steel materials and have the disadvantages of high cost, heavy welding workload and self-heaviness.

发明内容Contents of the invention

本实用新型的目的是要提供一种轻型钢管混凝土柱,该产品不仅可节约钢材,承载能力大,而且制造时可减少焊接工作量。The purpose of the utility model is to provide a light-weight concrete-filled steel tube column, which can not only save steel materials, but also has a large bearing capacity, and can reduce welding workload during manufacture.

本实用新型特征在于:由体内浇注有混凝土的钢管构成,所述钢管周壁上布设有与钢管中心线相平行的纵向加强肋。The utility model is characterized in that: it is composed of a steel pipe poured with concrete inside the body, and longitudinal reinforcing ribs parallel to the central line of the steel pipe are arranged on the peripheral wall of the steel pipe.

本实用新型一方面具有钢管混凝土柱的良好特性,另一方面由于在钢管周壁上布设有与钢管中心线相平行的纵向加强肋,从而进一步增强了钢管的刚度。On the one hand, the utility model has the good characteristics of the steel pipe concrete column, and on the other hand, the rigidity of the steel pipe is further enhanced because longitudinal reinforcing ribs parallel to the center line of the steel pipe are arranged on the surrounding wall of the steel pipe.

附图说明Description of drawings

图1实施例一横截面构造示意图。Figure 1 is a schematic diagram of a cross-sectional structure of Embodiment 1.

图2实施例二横截面构造示意图。Fig. 2 is a schematic diagram of the cross-sectional structure of the second embodiment.

图3实施例三横截面构造示意图。Fig. 3 is a schematic diagram of the cross-sectional structure of the third embodiment.

图4实施例四横截面构造示意图。Fig. 4 is a schematic diagram of the cross-sectional structure of the fourth embodiment.

图5实施例五横截面构造示意图。Fig. 5 is a schematic diagram of the cross-sectional structure of Embodiment 5.

图6实施例六横截面构造示意图。Fig. 6 is a schematic diagram of the cross-sectional structure of the sixth embodiment.

图7实施例七横截面构造示意图。Fig. 7 is a schematic diagram of the cross-sectional structure of the seventh embodiment.

图8实施例八横截面构造示意图。Fig. 8 is a schematic diagram of the eighth cross-sectional structure of Embodiment 8.

图9实施例九横截面构造示意图。Fig. 9 is a schematic diagram of the cross-sectional structure of the ninth embodiment.

具体实施方式Detailed ways

本实用新型实施例一的特征在于:由体内浇注有混凝土的钢管3构成,所述钢管周壁上布设有与钢管中心线相平行的纵向加强肋1。The first embodiment of the utility model is characterized in that it is composed of a steel pipe 3 poured with concrete inside the body, and longitudinal reinforcing ribs 1 parallel to the center line of the steel pipe are arranged on the peripheral wall of the steel pipe.

上述的纵向加强肋可设于钢管的内壁或外壁上。The above-mentioned longitudinal reinforcing ribs can be arranged on the inner wall or the outer wall of the steel pipe.

为了加强钢管强度,在钢管的横断面上设有位于钢管壁两侧加强肋之间的对拉短筋2。所述的钢管横截面可以是圆形、方形或矩形。In order to strengthen the strength of the steel pipe, the cross-section of the steel pipe is provided with short opposite tension ribs 2 between the reinforcing ribs on both sides of the steel pipe wall. The cross-section of the steel pipe can be circular, square or rectangular.

为了减轻钢管重量,所述的钢管由焊接薄壁钢管或冷弯薄壁型钢钢管构成。所述钢管体内浇注的混凝土为轻质混凝土或普通混凝土,这种构造的轻型钢管混凝土柱,由于加强肋提高管壁稳定性的作用,所以仍具有较大的承载能力。In order to reduce the weight of the steel pipe, the steel pipe is made of welded thin-walled steel pipe or cold-formed thin-walled steel pipe. The concrete poured in the steel pipe body is lightweight concrete or ordinary concrete. The light concrete-filled steel pipe column of this structure still has a relatively large bearing capacity due to the effect of strengthening ribs to improve the stability of the pipe wall.

本实用新型实施例的显著优点在于:一、采用焊接薄壁钢管或冷弯薄壁型钢钢管可以节约钢材,减少焊接的工作量;二、焊接纵向加劲肋及设置对拉钢筋可提高构件的承载力和延性;三、采用轻质混凝土可以减轻结构自重。The notable advantages of the embodiment of the utility model are: 1. The use of welded thin-walled steel pipes or cold-formed thin-walled steel pipes can save steel and reduce the workload of welding; Strength and ductility; Third, the use of lightweight concrete can reduce the weight of the structure.

本实用新型构思新颖,设计合理,其市场前景可观。The utility model is novel in conception, reasonable in design, and has considerable market prospects.

Claims (9)

1, a kind of light steel tube concrete column is characterized in that: have concrete steel pipe to constitute by internal casting, be laid with the vertical ribs that parallels with the steel pipe center line on the described steel pipe perisporium.
2, light steel tube concrete column according to claim 1 is characterized in that: described vertical ribs is located on the inwall of steel pipe.
3, light steel tube concrete column according to claim 1 is characterized in that: described vertical ribs is located on the outer wall of steel pipe.
4, according to claim 1,2 or 3 described light steel tube concrete columns, it is characterized in that: be provided with on the cross section of steel pipe between steel pipe walls two side stringers to drawing short muscle.
5, light steel tube concrete column according to claim 1 is characterized in that: described steel pipe cross section is for circular.
6, light steel tube concrete column according to claim 4 is characterized in that: described steel pipe cross section is for circular.
7, light steel tube concrete column according to claim 1 is characterized in that: described steel pipe cross section is a rectangle or square.
8, light steel tube concrete column according to claim 4 is characterized in that: described steel pipe cross section is a rectangle or square.
9, light steel tube concrete column according to claim 1 and 2 is characterized in that: described steel pipe is made of welding thin-wall steel tube or light gauge cold-formed steel shape steel pipe, and the concrete of described steel pipe internal casting is a light weight concrete construction.
CN 200620087052 2006-07-17 2006-07-17 Lightweight concrete filled steel tube column Expired - Fee Related CN200943287Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620087052 CN200943287Y (en) 2006-07-17 2006-07-17 Lightweight concrete filled steel tube column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620087052 CN200943287Y (en) 2006-07-17 2006-07-17 Lightweight concrete filled steel tube column

Publications (1)

Publication Number Publication Date
CN200943287Y true CN200943287Y (en) 2007-09-05

Family

ID=38717922

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620087052 Expired - Fee Related CN200943287Y (en) 2006-07-17 2006-07-17 Lightweight concrete filled steel tube column

Country Status (1)

Country Link
CN (1) CN200943287Y (en)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101324115B (en) * 2008-07-04 2010-06-02 华南理工大学 Steel pipe recycled mixing components
CN101806094A (en) * 2010-03-23 2010-08-18 冒亚龙 New reinforced concrete skeleton tube model technical scheme
CN102031846A (en) * 2010-12-28 2011-04-27 哈尔滨工业大学 End-opened inclined rib rectangular steel tube confined concrete column
CN102535750A (en) * 2012-02-14 2012-07-04 长安大学 Cylindrical construction part provided with holed stiffening ribs and filled with steel fiber reinforced concrete
CN103276851A (en) * 2013-06-09 2013-09-04 中冶建筑研究总院有限公司 Ribbed steel tube, concrete-filled ribbed steel tube column and designing method of ribbed steel tube
CN103924738A (en) * 2014-04-14 2014-07-16 北京工业大学 End unbonded concrete filled steel tube column and preparation method thereof
CN104727483A (en) * 2015-03-25 2015-06-24 河海大学 Thin-wall rectangular steel pipe restricted GFRP (glass fiber reinforced plastic) rib recycled concrete column
CN105003027A (en) * 2015-07-29 2015-10-28 温州大学 FRP restrained pipe regenerated mixed concrete combination column
CN105239724A (en) * 2015-11-09 2016-01-13 上海建筑设计研究院有限公司 Giant rectangular-section concrete filled steel tubular column
CN105735563A (en) * 2016-05-03 2016-07-06 广西大学 Round aluminum alloy pipe concrete compound column
CN105781016A (en) * 2016-05-06 2016-07-20 温州大学 Cement-based composite and steel pipe combined compound column and manufacturing method thereof
CN106013612A (en) * 2016-07-05 2016-10-12 风范绿色建筑(常熟)有限公司 Shock-absorbing and compression-resisting concrete filled steel tubular column
CN106088639A (en) * 2016-04-27 2016-11-09 河南理工大学 Perforation rib pull bar constraint rectangular steel pipe outsourcing self-compacting concrete reinforces RC post
CN106930470A (en) * 2017-05-08 2017-07-07 华侨大学 A kind of concrete filled steel tube composite column structure with ribbing surrendered stage by stage
CN111088848A (en) * 2019-08-08 2020-05-01 广东石油化工学院 Prefabricated part, structural column, shear wall, semi-fabricated building structure and construction method thereof
CN111561058A (en) * 2020-06-22 2020-08-21 宁波优造建筑科技有限公司 Novel construction method of fabricated mixed frame structure system
WO2023061124A1 (en) * 2021-10-15 2023-04-20 孖垚建筑科技(上海)有限公司 Housing module and housing

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101324115B (en) * 2008-07-04 2010-06-02 华南理工大学 Steel pipe recycled mixing components
CN101806094A (en) * 2010-03-23 2010-08-18 冒亚龙 New reinforced concrete skeleton tube model technical scheme
CN102031846A (en) * 2010-12-28 2011-04-27 哈尔滨工业大学 End-opened inclined rib rectangular steel tube confined concrete column
CN102031846B (en) * 2010-12-28 2012-07-04 哈尔滨工业大学 End-opened inclined rib rectangular steel tube confined concrete column
CN102535750A (en) * 2012-02-14 2012-07-04 长安大学 Cylindrical construction part provided with holed stiffening ribs and filled with steel fiber reinforced concrete
CN103276851B (en) * 2013-06-09 2016-06-22 中冶建筑研究总院有限公司 Steel core concrete column with ribbing and method for designing thereof
CN103276851A (en) * 2013-06-09 2013-09-04 中冶建筑研究总院有限公司 Ribbed steel tube, concrete-filled ribbed steel tube column and designing method of ribbed steel tube
CN103924738B (en) * 2014-04-14 2017-02-15 北京工业大学 End unbonded concrete filled steel tube column and preparation method thereof
CN103924738A (en) * 2014-04-14 2014-07-16 北京工业大学 End unbonded concrete filled steel tube column and preparation method thereof
CN104727483A (en) * 2015-03-25 2015-06-24 河海大学 Thin-wall rectangular steel pipe restricted GFRP (glass fiber reinforced plastic) rib recycled concrete column
CN105003027A (en) * 2015-07-29 2015-10-28 温州大学 FRP restrained pipe regenerated mixed concrete combination column
CN105239724A (en) * 2015-11-09 2016-01-13 上海建筑设计研究院有限公司 Giant rectangular-section concrete filled steel tubular column
CN105239724B (en) * 2015-11-09 2017-07-11 上海建筑设计研究院有限公司 A kind of huge concrete filled steel rectangular tubes post
CN106088639A (en) * 2016-04-27 2016-11-09 河南理工大学 Perforation rib pull bar constraint rectangular steel pipe outsourcing self-compacting concrete reinforces RC post
CN105735563A (en) * 2016-05-03 2016-07-06 广西大学 Round aluminum alloy pipe concrete compound column
CN105781016A (en) * 2016-05-06 2016-07-20 温州大学 Cement-based composite and steel pipe combined compound column and manufacturing method thereof
CN106013612A (en) * 2016-07-05 2016-10-12 风范绿色建筑(常熟)有限公司 Shock-absorbing and compression-resisting concrete filled steel tubular column
CN106930470A (en) * 2017-05-08 2017-07-07 华侨大学 A kind of concrete filled steel tube composite column structure with ribbing surrendered stage by stage
CN111088848A (en) * 2019-08-08 2020-05-01 广东石油化工学院 Prefabricated part, structural column, shear wall, semi-fabricated building structure and construction method thereof
CN111561058A (en) * 2020-06-22 2020-08-21 宁波优造建筑科技有限公司 Novel construction method of fabricated mixed frame structure system
WO2023061124A1 (en) * 2021-10-15 2023-04-20 孖垚建筑科技(上海)有限公司 Housing module and housing

Similar Documents

Publication Publication Date Title
CN200943287Y (en) Lightweight concrete filled steel tube column
CN101555721B (en) Multi-chamber type steel tube concrete special-shaped column
CN101701485A (en) Hollow steel pipe-reinforced concrete superimposed member
CN101476370A (en) Hollow interlayer stainless steel tube concrete structure
CN203007817U (en) SCS rectangular steel tube concrete structure with dual-stiffening structure continuously arranged in interior
CN102704622A (en) FRP (fiber reinforced plastic), concrete and hollow original bamboo cylindrical beam
CN203008235U (en) SCS (steel concrete structure) square concrete-filled steel tube pier stud with internal vertical reinforcing ribs
CN2740699Y (en) Concrete structure with hollow sandwich layer of steel pipe
CN110714576A (en) Corrugated steel pipe restricts steel core concrete column that UHPC component is strengthened
CN104563333A (en) Exterior steel plate and in-fill concrete combined shear wall
CN203034685U (en) Novel circular-end-shaped concrete filled steel tubular column
CN101173728B (en) Thin walled pipe for concrete filling
CN209211700U (en) A steel tube beam concrete composite shear wall end reinforcement structure
CN201635260U (en) A hollow steel pipe-reinforced concrete composite member
CN203034351U (en) Round-end-shaped hollow steel pipe concrete column
CN104727483B (en) The GFRP muscle regeneration concrete posts of light-walled rectangular pipe constraint
CN101725182A (en) Shearing connecting piece
CN101570997B (en) Curvilinear hollow double layer steel tube combined structure of partially filled concrete
CN2747302Y (en) Stee skeleton-pipe concrete column
CN201809860U (en) Shear connector
CN201141172Y (en) Concrete Steel Tube Structure with Unequal Wall Thickness
CN200943329Y (en) High intensity prestressed concrete pole
CN203007818U (en) Smooth clean surface (SCS) steel tube coagulation cylindrical structural component
CN207892080U (en) A kind of steel plate concrete combined shear wall
CN204401829U (en) RPC compound shear wall is filled out in a kind of encased steel plate

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070905

Termination date: 20100717