CN202831286U - Dual-core buckling-proof supporting structure - Google Patents
Dual-core buckling-proof supporting structure Download PDFInfo
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- 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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Abstract
本实用新型属于土木工程结构减震技术领域，具体涉及一种用于耗能减震的双内核防屈曲支撑结构。两块一字型钢板贴合在一起作为核心耗能元件，在一字型钢板的两端分别安装两块与一字型钢板垂直的翼缘钢板，一字型钢板和翼缘钢板的横截面构成“工”字形；在翼缘钢板与一字型钢板连接的一侧填充多孔泡沫材料，一字型钢板和翼缘钢板由外包钢管包裹，翼缘钢板的一部分伸出外包钢管；在外包钢管内填充混凝土。本实用新型利用具有良好塑性变形能力的钢材尤其是软钢实现耗能，并利用其轴向变形实现较大的滞回耗能，其结构新颖合理，易于加工，使用方便灵活，适用性强，可以有效提高建筑结构的抗震性能，具有广阔的市场推广应用前景。
The utility model belongs to the technical field of shock absorption of civil engineering structures, in particular to a double-kernel anti-buckling support structure for energy consumption and shock absorption. Two flat-shaped steel plates are bonded together as the core energy-dissipating element, and two flange steel plates perpendicular to the flat-shaped steel plates are respectively installed at both ends of the flat-shaped steel plates. The cross-sections of the straight-shaped steel plates and the flange steel plates It forms the shape of "I"; the side where the flange steel plate and the flat steel plate are connected is filled with porous foam material, the flat steel plate and the flange steel plate are wrapped by the outsourcing steel pipe, and a part of the flange steel plate protrudes out of the outsourcing steel pipe; the outsourcing steel pipe filled with concrete. The utility model utilizes steel with good plastic deformation capacity, especially soft steel, to realize energy consumption, and utilizes its axial deformation to realize relatively large hysteretic energy consumption. Its structure is novel and reasonable, easy to process, convenient and flexible to use, and strong in applicability. The anti-seismic performance of building structures can be effectively improved, and the invention has broad market promotion and application prospects.
Description
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)
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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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220505128 Expired - Lifetime CN202831286U (en) | 2012-09-28 | 2012-09-28 | Dual-core buckling-proof supporting structure |
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| Country | Link |
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| CN (1) | CN202831286U (en) |
Cited By (3)
| 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 |
-
2012
- 2012-09-28 CN CN 201220505128 patent/CN202831286U/en not_active Expired - Lifetime
Cited By (3)
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130327 Effective date of abandoning: 20141224 |
|
| RGAV | Abandon patent right to avoid regrant |