CN2740699Y - Concrete structure with hollow sandwich layer of steel pipe - Google Patents

Concrete structure with hollow sandwich layer of steel pipe Download PDF

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Publication number
CN2740699Y
CN2740699Y CN 03281066 CN03281066U CN2740699Y CN 2740699 Y CN2740699 Y CN 2740699Y CN 03281066 CN03281066 CN 03281066 CN 03281066 U CN03281066 U CN 03281066U CN 2740699 Y CN2740699 Y CN 2740699Y
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concrete
tube
steel
steel pipe
square
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CN 03281066
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Chinese (zh)
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韩林海
陶忠
尧国皇
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Fuzhou University
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Abstract

一种在两层钢管的夹层中填充混凝土而成的新型钢管混凝土结构,尤其是能减小结构自重和提高结构的抗弯刚度。制造时保证外管和内管的截面几何形心重合,外钢管和内钢管相平或者外钢管比内钢管低1cm-10cm。按截面形式可分为圆套圆中空夹层钢管混凝土、方套圆中空夹层钢管混凝土、圆套方中空夹层钢管混凝土、方套方中空夹层钢管混凝土,矩形套矩形中空夹层钢管混凝土、方形套矩形中空夹层钢管混凝土和圆形套矩形中空夹层钢管混凝土,其钢材可以采用普通强度钢材或屈服强度在550Mpa以上的高强钢材,混凝土可以是普通混凝土或抗压强度在80-120MPa的高强混凝土和自密实混凝土,而且可以采用钢管外直径或外边长与钢管壁厚的比值为40-150的薄壁钢管混凝土。

Figure 03281066

A new type of steel pipe concrete structure filled with concrete in the interlayer of two-layer steel pipes, especially capable of reducing the self-weight of the structure and improving the bending rigidity of the structure. During manufacture, it is ensured that the geometric centroids of the sections of the outer pipe and the inner pipe coincide, that the outer steel pipe and the inner steel pipe are level or that the outer steel pipe is 1cm-10cm lower than the inner steel pipe. According to the cross-section form, it can be divided into circular hollow interlayer concrete filled steel pipe, square square hollow interlayer concrete filled steel tube, round square hollow interlayer concrete filled steel tube, square square hollow interlayer concrete filled steel tube, rectangular hollow rectangular hollow interlayer concrete filled steel tube, square hollow rectangular hollow Sandwiched steel pipe concrete and circular sleeve rectangular hollow sandwich steel pipe concrete, the steel can be ordinary strength steel or high-strength steel with a yield strength above 550Mpa, and the concrete can be ordinary concrete or high-strength concrete and self-compacting concrete with a compressive strength of 80-120MPa , and the ratio of the outer diameter or outer side length of the steel pipe to the wall thickness of the steel pipe is 40-150, and the thin-walled concrete filled steel pipe can be used.

Figure 03281066

Description

The concrete-filled double skin steel tube structure
Technical field the utility model relates to a kind of novel encased structures, especially can reduce the novel steel tube concrete structure of the bending rigidity of dead load and raising structure.
Background technology is present, and conventional concrete filled steel tube is that fill concrete forms in the monolayer steel pipe.Concrete filled steel tube utilizes steel pipe and two kinds of material interactions when stressed of concrete, be that steel pipe is under the complex stress condition concrete to concrete effect of contraction, thereby concrete strength is improved, plasticity and toughness properties are greatly improved, simultaneously, because steel pipe generation cripling can be avoided or delay to concrete existence, can guarantee giving full play to of its material property; In addition, in the work progress of concrete filled steel tube, steel pipe can also be as building the template of core concrete, so easy construction and can reduce operating expenses.
A kind of novel steel tube concrete structure that summary of the invention the utility model provides, i.e. fill concrete in two-layer steel pipe interlayer, therefore this encased structures not only has the advantage of common steel tube concrete structure, this novel steel tube concrete structure simultaneously, the middle part is hollow, therefore compare with the steel pipe ordinary concrete, thereby greatly reduce dead load, give full play to the effect of material and save structural cost.The technical scheme that its technical problem that solves the utility model adopts is: fill concrete in two-layer steel pipe, guarantee that the geometric centroid of two-layer steel pipe overlaps, and the middle part is hollow, and the equal or outer steel pipe with interior steel pipe of outer steel pipe is than the low 1cm-10cm of interior steel pipe.The beneficial effects of the utility model are, can greatly reduce dead load thereby reach when having common steel tube concrete advantage, give full play to the effect of material and the purpose of saving structural cost, and are simple to operate.The constantly application in civil works along with high performance material, the utility model can adopt regular tenacity steel or the yield strength high-strength steel more than 550Mpa, concrete can be that ordinary concrete or compressive strength are high-strength concrete and the self-compacting concrete of 80-120MPa, and the ratio that can adopt steel pipe external diameter or the outer length of side and thickness of steel pipe is the thin wall steel tube concrete of 40-150, the advantage of concrete filled steel tube can be further brought into play, better economic effect can be obtained.
Description of drawings further specifies the utility model below in conjunction with drawings and Examples.
1. Fig. 1 to Fig. 7 is a plan view of the present utility model.
2. Fig. 8 to Figure 14 is a utility model China and foreign countries steel pipe and the elevation of the equal situation of interior steel pipe.
3. Figure 15 to Figure 21 is the elevation of the utility model China and foreign countries steel pipe than the low 1cm-10cm situation of interior steel pipe.
More than among each figure: the outer steel pipe of 1-, steel pipe in the 2.-concrete, 3.-
The specific embodiment is made earlier two-layer steel pipe, guarantees the geometric centroid coincidence of outer steel pipe and interior steel tube section, placing of concrete in two-layer steel pipe interlayer then, and the middle part is hollow.Introduce the concrete structure of Fig. 1 to Figure 14 in the accompanying drawing below in conjunction with Figure of description.
(1) Fig. 1, Fig. 8 and Figure 15 are the circle cover circle concrete-filled double skin steel tubes that outer tube and interior pipe are circular cross-section;
(2) Fig. 2, Fig. 9 and Figure 16 are that outer tube is that circular cross-section and interior pipe are the circle cover side concrete-filled double skin steel tube of square-section;
(3) Fig. 3, Figure 10 and Figure 17 are that outer tube is that square-section and interior pipe are side's cover circle concrete-filled double skin steel tube of circular cross-section;
(4) Fig. 4, Figure 11 and Figure 18 are side's cover side's concrete-filled double skin steel tubes that outer tube and interior pipe are the square-section;
(5) Fig. 5, Figure 12 and Figure 19 are the rectangular sleeve rectangular hollow interlayer steel tube concrete that outer tube and interior pipe are the square-section;
(6) Fig. 6, Figure 13 and Figure 20 are that outer tube is that circular cross-section and interior pipe are the circle cover rectangular hollow interlayer steel tube concrete of square-section;
(7) Fig. 7, Figure 14 and Figure 21 are that outer tube is that square-section and interior pipe are the square sleeve rectangular hollow interlayer steel tube concrete of square-section.

Claims (2)

1.一种新型的钢管混凝土结构,其特征是:在两层钢管中填充混凝土而成,外钢管和内钢管相平或者外钢管比内钢管稍低,外钢管和内钢管截面的几何形心重合,而且可以采用钢管外直径或外边长与钢管壁厚的比值为40-150的薄壁钢管混凝土。1. A new type of concrete-filled steel tube structure, characterized in that: two layers of steel tubes are filled with concrete, the outer steel tube and the inner steel tube are flat or the outer steel tube is slightly lower than the inner steel tube, and the geometric centroids of the outer steel tube and the inner steel tube overlap , and the ratio of the outer diameter or outer side length of the steel pipe to the wall thickness of the steel pipe is 40-150, and the thin-walled concrete filled steel pipe can be used. 2.根据权利要求1所述的钢管混凝土结构,其特征是本实用新型的截面形式可以为外管和内管均为圆形截面的圆套圆中空夹层钢管混凝土、外管为圆形截面和内管为方形截面的圆套方中空夹层钢管混凝土、外管为方形截面和内管为圆形截面的方套圆中空夹层钢管混凝土、外管和内管均为方形截面的方套方中空夹层钢管混凝土、外管和内管均为矩形截面的矩形套矩形中空夹层钢管混凝土、外管为圆形截面和内管为矩形截面的圆套矩形中空夹层钢管混凝土、外管为方形截面和内管为矩形截面的方形套矩形中空夹层钢管混凝土。2. The concrete-filled steel pipe structure according to claim 1, characterized in that the cross-section form of the utility model can be that the outer pipe and the inner pipe are circular hollow interlayer concrete-filled steel pipes, and the outer pipe is a circular cross-section and a circular cross-section. Circular hollow sandwich concrete filled steel tube with square inner tube, square outer tube with square outer tube and circular inner tube, square hollow sandwich with outer tube and inner tube with square inner tube, square hollow interlayer with square outer tube and inner tube Rectangular hollow sandwich concrete filled steel tube with concrete-filled steel tube, outer tube and inner tube with rectangular cross-section, round rectangular hollow sandwich concrete-filled steel tube with outer tube with circular cross-section and inner tube with rectangular cross-section, outer tube with square cross-section and inner tube It is a square set of rectangular hollow interlayer concrete filled steel tubes with a rectangular section.
CN 03281066 2003-09-30 2003-09-30 Concrete structure with hollow sandwich layer of steel pipe Expired - Fee Related CN2740699Y (en)

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Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1959063B (en) * 2006-10-17 2010-10-13 中国矿业大学(北京) Scalable steel pipe concrete support
CN102094463A (en) * 2010-12-30 2011-06-15 清华大学 Novel multi-grid stiffening hybrid structure
CN102168402A (en) * 2011-04-15 2011-08-31 河海大学 Compound oil-filled steel pipe concrete pier structure
CN101570997B (en) * 2009-05-26 2012-02-08 清华大学 Curved hollow double-layer steel pipe composite structure partially filled with concrete
CN102392509A (en) * 2011-10-19 2012-03-28 沈阳建筑大学 Hollow carbon fiber steel rib-steel tube concrete column with inner hole sheathed in square cross section
CN102433962A (en) * 2011-10-19 2012-05-02 沈阳建筑大学 Square covering square hollow sandwiched carbon fiber steel rib-steel pipe concrete combined column
CN101333809B (en) * 2008-07-25 2012-09-05 沈阳建筑大学 Construction method of rotary type circular cross-section steel tube concrete pile
CN102995555A (en) * 2012-12-27 2013-03-27 长安大学 Sequence control system (SCS) concrete filled steel tube bridge pier with stiffening ribs added at bottom
CN102995554A (en) * 2012-12-27 2013-03-27 长安大学 Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom
CN104763094A (en) * 2015-04-03 2015-07-08 山东科技大学 Sea sand recycled concrete member for hollow double-skin steel pipe
CN106284844A (en) * 2016-10-13 2017-01-04 沈阳建筑大学 A kind of concrete-filled double skin steel tube superposed column and preparation method thereof
CN107217675A (en) * 2017-07-13 2017-09-29 中铁第四勘察设计院集团有限公司 A kind of concrete-filled steel tubular hollow supporting construction suitable for Metro Deep Excavation
CN109235778A (en) * 2018-11-22 2019-01-18 福泉市发隆钢构有限公司 A kind of steel core concrete column
CN113514393A (en) * 2021-07-05 2021-10-19 沈阳大学 A device and method for pushing out a hollow sandwich concrete-filled steel tubular composite column at high temperature
CN114263274A (en) * 2021-12-31 2022-04-01 福州大学 Novel hollow sandwich concrete-filled steel tube member and connecting method thereof

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1959063B (en) * 2006-10-17 2010-10-13 中国矿业大学(北京) Scalable steel pipe concrete support
CN101333809B (en) * 2008-07-25 2012-09-05 沈阳建筑大学 Construction method of rotary type circular cross-section steel tube concrete pile
CN101570997B (en) * 2009-05-26 2012-02-08 清华大学 Curved hollow double-layer steel pipe composite structure partially filled with concrete
CN102094463A (en) * 2010-12-30 2011-06-15 清华大学 Novel multi-grid stiffening hybrid structure
CN102168402A (en) * 2011-04-15 2011-08-31 河海大学 Compound oil-filled steel pipe concrete pier structure
CN102392509A (en) * 2011-10-19 2012-03-28 沈阳建筑大学 Hollow carbon fiber steel rib-steel tube concrete column with inner hole sheathed in square cross section
CN102433962A (en) * 2011-10-19 2012-05-02 沈阳建筑大学 Square covering square hollow sandwiched carbon fiber steel rib-steel pipe concrete combined column
CN102995554A (en) * 2012-12-27 2013-03-27 长安大学 Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom
CN102995555A (en) * 2012-12-27 2013-03-27 长安大学 Sequence control system (SCS) concrete filled steel tube bridge pier with stiffening ribs added at bottom
CN102995554B (en) * 2012-12-27 2014-12-10 长安大学 Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom
CN102995555B (en) * 2012-12-27 2015-06-24 长安大学 Sequence control system (SCS) concrete filled steel tube bridge pier with stiffening ribs added at bottom
CN104763094A (en) * 2015-04-03 2015-07-08 山东科技大学 Sea sand recycled concrete member for hollow double-skin steel pipe
CN106284844A (en) * 2016-10-13 2017-01-04 沈阳建筑大学 A kind of concrete-filled double skin steel tube superposed column and preparation method thereof
CN107217675A (en) * 2017-07-13 2017-09-29 中铁第四勘察设计院集团有限公司 A kind of concrete-filled steel tubular hollow supporting construction suitable for Metro Deep Excavation
CN109235778A (en) * 2018-11-22 2019-01-18 福泉市发隆钢构有限公司 A kind of steel core concrete column
CN113514393A (en) * 2021-07-05 2021-10-19 沈阳大学 A device and method for pushing out a hollow sandwich concrete-filled steel tubular composite column at high temperature
CN114263274A (en) * 2021-12-31 2022-04-01 福州大学 Novel hollow sandwich concrete-filled steel tube member and connecting method thereof
CN114263274B (en) * 2021-12-31 2023-09-22 福州大学 A new type of hollow sandwich steel tube concrete component and its connection method

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GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: FUZHOU UNIV.

Free format text: FORMER NAME OR ADDRESS: HAN LINHAI; PATENTEE

CP01 Change in the name or title of a patent holder

Address after: 350002 School of civil engineering and architecture, Fuzhou University, 523 Industrial Road, Fuzhou, Fujian

Patentee after: Fuzhou University

Address before: 350002 School of civil engineering and architecture, Fuzhou University, 523 Industrial Road, Fuzhou, Fujian

Co-patentee before: Tao Zhong

Patentee before: Han Linhai

Co-patentee before: Yao Guohuang

DD01 Delivery of document by public notice

Addressee: Han Linhai

Document name: Notification of Termination of Patent Right

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20051116

Termination date: 20091030