CN202831286U - Dual-core buckling-proof supporting structure - Google Patents

Dual-core buckling-proof supporting structure Download PDF

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Publication number
CN202831286U
CN202831286U CN 201220505128 CN201220505128U CN202831286U CN 202831286 U CN202831286 U CN 202831286U CN 201220505128 CN201220505128 CN 201220505128 CN 201220505128 U CN201220505128 U CN 201220505128U CN 202831286 U CN202831286 U CN 202831286U
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CN
China
Prior art keywords
steel plate
steel plates
word pattern
edge
buckling
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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.)
Withdrawn - After Issue
Application number
CN 201220505128
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Chinese (zh)
Inventor
潘鹏
严红
陈浩文
林劲松
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BEIJING YISHEXU TECHNOLOGY Co Ltd
Tsinghua University
Original Assignee
BEIJING YISHEXU TECHNOLOGY Co Ltd
Tsinghua University
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Application filed by BEIJING YISHEXU TECHNOLOGY Co Ltd, Tsinghua University filed Critical BEIJING YISHEXU TECHNOLOGY Co Ltd
Priority to CN 201220505128 priority Critical patent/CN202831286U/en
Application granted granted Critical
Publication of CN202831286U publication Critical patent/CN202831286U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to the technical field of civil engineering structure shock absorption, and particularly relates to a dual-core buckling-proof supporting structure used for energy dissipation and seismic mitigation. Two linear steel plates are attached together to serve as a core energy dissipation element, two ends of the linear steel plates are provided with two flange steel plates vertical to the linear steel plates, the cross section of the linear steel plates and the cross section of the flange steel plates constitute an H shape, porous foam materials are filled at the sides of the flange steel plates, the sides of the flange steel plates are connected with the linear steel plates, the linear steel plates and the flange steel plates are wrapped by outside-wrapped steel pipes, partial flange steel plates extend out of the outside-wrapped steel pipes, and concrete is filled in the outside-wrapped steel pipes. According to the dual-core buckling-proof supporting structure, the energy dissipation is achieved through steel products, in particular soft steel which has good plastic deformation ability, large hysteretic energy dissipation is achieved through axial deformation, the structure is novel and reasonable, machining is easy, utilization is convenient and flexible, adaptability is strong, anti-seismic performance of a building structure can be effectively improved, and the dual-core buckling-proof supporting structure has wide market popularization and application prospect.

Description

The dual core buckling-resistant support structure
Technical field
The utility model belongs to civil engineering structure cushion technique field, is specifically related to a kind of structural engineering dissipative member, especially a kind of dual core buckling-resistant support structure for the damping power consumption.
Background technology
The development of current building structure more and more trends towards tall and bigization, and the frame construction that is comprised of steel member, combined member or reinforced concrete member is frequent adopted form of structure in the building.For making building structure have the ability of the stronger outside destroy such as opposing earthquake, often need in frame construction, set up dissipative member.
Common dissipative member has Viscous fluid damper, viscoelastic damper, friction damper, MR damper, anti-buckling support etc.Wherein prevent buckling support because of its safety and better economy and be easy to replacing, in engineering, use more.At present anti-buckling support generally mostly is the supporting form of single kernel, the anti-buckling support of yi word pattern kernel wherein, and its yield load is often limited, if adopt the higher steel of yield point, then energy-dissipating property can produce weakening in various degree; The anti-buckling support of cross kernel, its kernel often needs welding fabrication, and the residual stress of commissure is larger to the Influence of Fatigue Properties of kernel.Therefore, realize larger yield load when needs, when needing again to obtain preferably fatigue behaviour and energy-dissipating property, the kernel of support often is difficult to design, and this has greatly limited applying of anti-buckling support.
Summary of the invention
The utility model is for a kind of simple in structure, the dual core buckling-resistant support structure that can realize larger yield load is provided, in order to the defective that solves anti-buckling support in the prior art and the problem of other existence.
The utility model comprises following content:
Two blocks of yi word pattern steel plates fit together as the core dissipative cell, every block of yi word pattern steel plate be wide, the middle thin wooden club shape in two ends; Two blocks of edge of a wing steel plates vertical with the yi word pattern steel plate are installed respectively at the two ends of yi word pattern steel plate, and the cross section of yi word pattern steel plate and edge of a wing steel plate consists of " worker " font; The filling porous foamed material of a side that is connected with the yi word pattern steel plate at edge of a wing steel plate is to make things convenient for the space of building and provide the kernel axial deformation of steel pipe inner concrete; Yi word pattern steel plate and edge of a wing steel plate are wrapped up by outside steel pipe, and the part of edge of a wing steel plate is stretched out outside steel pipe; Fill concrete in outside steel pipe.
Described yi word pattern steel plate is the steel plate with good plastic deformation ability.
Described yi word pattern steel plate has identical size, and is independent dissipative cell, between each yi word pattern steel plate without annexation.
The medium position of described yi word pattern steel plate, be respectively equipped with the fritter projection in the width both sides, with make things convenient for the kernel location and stop in the changing of the relative positions between the outer core.
Connect by fillet welding between described yi word pattern steel plate and the edge of a wing steel plate.
The end of described edge of a wing steel plate arranges a plurality of through holes or screwed hole.
The utility model beneficial effect is as follows:
1) can realize larger yield load: utilize two blocks of yi word pattern steel plates as dissipative cell in the utility model, and become i shaped cross section at end expanding, when bearing axle power, two block plates can acting in conjunction, realizes larger yield load, and consumes energy.
2) simple in structure, convenient processing: the utility model as dissipative cell, need not welding fabrication with the yi word pattern steel plate; At the filling porous foamed material in the place ahead, the edge of a wing of end i shaped cross section, make things convenient for the concreting in the outer core steel pipe.
Evidence, the utility model can utilize the good plastic deformation ability of steel to realize power consumption, and its novel and reasonable structure is easy to processing, and is easy to use, and anti-seismic performance that can Effective Raise building structure has wide marketing and application prospect.
Description of drawings
Fig. 1 is the structural representation of the utility model dual core buckling-resistant support structure;
Fig. 2 is that the E of Fig. 1 is to view.
Fig. 3 is the kernel structure schematic diagram of dual core buckling-resistant support structure shown in Figure 1.
Fig. 4 is the A-A sectional drawing of dual core buckling-resistant support structure shown in Figure 1.
Fig. 5 is the B-B sectional drawing of dual core buckling-resistant support structure shown in Figure 1.
Fig. 6 is the C-C sectional drawing of dual core buckling-resistant support structure shown in Figure 1.
Fig. 7 is the application schematic diagram embodiment one of dual core buckling-resistant support structure.
Fig. 8 is the application schematic diagram embodiment two of dual core buckling-resistant support structure.
Number in the figure:
1-yi word pattern steel plate; 2-edge of a wing steel plate; The 3-outside steel pipe; The 4-concrete; The 5-perforated foams; The 6-through hole; 7-fritter projection; The pre-buried plate of 9-; 10-dual core buckling-resistant support structure; The 11-Vierendeel girder; The 12-frame column; The pre-buried plate of 13-.
The specific embodiment
The utility model provides a kind of dual core buckling-resistant support structure, below in conjunction with the drawings and specific embodiments the utility model is described further.
Embodiment one
As shown in Figure 1 and Figure 2, comprise yi word pattern steel plate kernel 1, edge of a wing steel plate 2, outside steel pipe 3 and concrete 4.The core dissipative cell is two blocks of yi word pattern steel plates 1 that are arranged side by side, every block of yi word pattern steel plate 1 be wide, the middle thin wooden club shape in two ends; Yi word pattern steel plate 1 in the end respectively with edge of a wing steel plate 2 welding fabrications, the cross section of yi word pattern steel plate 1 and edge of a wing steel plate 2 consists of " worker " font, purpose is to weaken the weld residual stress to the impact of kernel power consumption section performance; A side front end that is connected with yi word pattern steel plate 1 at edge of a wing steel plate 2 is filled the perforated foams 5 of certain-length, so that keep for the space of kernel axially-movable during concreting.Can be provided for the syndeton that links to each other with structure on edge of a wing steel plate 2, be through hole 6 in this example.
Yi word pattern steel plate 1 and edge of a wing steel plate 2 are by outside steel pipe 3 parcels, and the part of edge of a wing steel plate 2 is stretched out outside steel pipe 3; At outside steel pipe 3 interior fill concretes 4.
As shown in Figure 3, the kernel middle part of the anti-buckling support of the utility model dual core is respectively equipped with fritter projection 7 in the width both sides, prevents from supporting kernel when axially-movable, between kernel steel plate and the outer core concrete filled steel tube slippage occurs.
Shown in the sectional drawing of the anti-buckling support of the utility model dual core among Fig. 4, Fig. 5, Fig. 6, kernel is that two blocks of yi word pattern steel plates are formed by stacking at the middle part, be i shaped steel at end expanding, the power consumption section of kernel is surrounded by the outer core concrete filled steel tube, and the end is only linked to each other with structural element by i iron.
As shown in Figure 7, utilize pre-buried plate 9 to realize being connected of dual core buckling-resistant support structure 10 and frame construction in this example, pre-buried plate 9 is embedded in Vierendeel girder 11 and the frame column 12.The through hole that is provided for connecting at pre-buried plate 9, and be connected by junction plate and high-strength bolt with through hole 6 on the edge of a wing steel plate 2.In addition, is connected with other structures for convenient, except the through hole that is provided for described in this example connecting, screwed hole also can be set, with other structures for connection such as otic placode of connecting hole on the edge of a wing steel plate 2.
Embodiment two
Referring to Fig. 8, be with embodiment one difference, at a span centre two dual core buckling-resistant support structures 10 are set.Need to arrange pre-buried plate 13 this moment at Vierendeel girder 11 middle parts, in case of necessity, need to add stiffening rib on the pre-buried plate 13 to guarantee bonding strength and rigidity.

Claims (6)

1. the dual core buckling-resistant support structure is characterized in that, two blocks of yi word pattern steel plates (1) fit together as the core dissipative cell, every block of yi word pattern steel plate (1) be wide, the middle thin wooden club shape in two ends; Two blocks of edge of a wing steel plates (2) vertical with yi word pattern steel plate (1) are installed respectively at the two ends of yi word pattern steel plate (1), and the cross section of yi word pattern steel plate (1) and edge of a wing steel plate (2) consists of " worker " font; The filling porous foamed material of a side (5) that is connected with yi word pattern steel plate (1) at edge of a wing steel plate (2); Yi word pattern steel plate (1) and edge of a wing steel plate (2) are by outside steel pipe (3) parcel, and the part of edge of a wing steel plate (2) is stretched out outside steel pipe (3); Fill concrete (4) in outside steel pipe (3).
2. dual core buckling-resistant support structure according to claim 1 is characterized in that, described yi word pattern steel plate (1) is for having the steel plate of good plastic deformation ability.
3. dual core buckling-resistant support structure according to claim 1 is characterized in that, described yi word pattern steel plate (1) has identical size, between each yi word pattern steel plate without annexation.
4. dual core buckling-resistant support structure according to claim 1 is characterized in that, the medium position of described yi word pattern steel plate (1), is respectively equipped with fritter projection (7) in the width both sides.
5. dual core buckling-resistant support structure according to claim 1 is characterized in that, connects by fillet welding between described yi word pattern steel plate (1) and the edge of a wing steel plate (2).
6. dual core buckling-resistant support structure according to claim 1 is characterized in that, the end of described edge of a wing steel plate (2) arranges a plurality of through holes or screwed hole.
CN 201220505128 2012-09-28 2012-09-28 Dual-core buckling-proof supporting structure Withdrawn - After Issue CN202831286U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220505128 CN202831286U (en) 2012-09-28 2012-09-28 Dual-core buckling-proof supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220505128 CN202831286U (en) 2012-09-28 2012-09-28 Dual-core buckling-proof supporting structure

Publications (1)

Publication Number Publication Date
CN202831286U true CN202831286U (en) 2013-03-27

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102877568A (en) * 2012-09-28 2013-01-16 清华大学 Double-inner-core buckling-preventive support structure
CN103572859A (en) * 2013-11-12 2014-02-12 清华大学 Dual-rectangular-tube oppositely-buckled dual-core assembly type bending-preventing supporting component
CN103938748A (en) * 2014-04-01 2014-07-23 北京工业大学 Linear energy-consumption inner core buckling-restrained supporting component with double yield points

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102877568A (en) * 2012-09-28 2013-01-16 清华大学 Double-inner-core buckling-preventive support structure
CN103572859A (en) * 2013-11-12 2014-02-12 清华大学 Dual-rectangular-tube oppositely-buckled dual-core assembly type bending-preventing supporting component
CN103938748A (en) * 2014-04-01 2014-07-23 北京工业大学 Linear energy-consumption inner core buckling-restrained supporting component with double yield points

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RGAV Abandon patent right to avoid regrant
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Granted publication date: 20130327

Effective date of abandoning: 20141224