CN203096993U - Synergetic energy-consumption buckling-restrained bracing member with major earthquake protective function - Google Patents

Synergetic energy-consumption buckling-restrained bracing member with major earthquake protective function Download PDF

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Publication number
CN203096993U
CN203096993U CN 201320029944 CN201320029944U CN203096993U CN 203096993 U CN203096993 U CN 203096993U CN 201320029944 CN201320029944 CN 201320029944 CN 201320029944 U CN201320029944 U CN 201320029944U CN 203096993 U CN203096993 U CN 203096993U
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CN
China
Prior art keywords
slide block
power consumption
bundled tube
prevention support
curvature
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CN 201320029944
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Chinese (zh)
Inventor
国巍
余志武
邬亮
刘鹏
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中南大学
高速铁路建造技术国家工程实验室
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Priority to CN 201320029944 priority Critical patent/CN203096993U/en
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Publication of CN203096993U publication Critical patent/CN203096993U/en

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Abstract

The utility model discloses a synergetic energy-consumption buckling-restrained bracing member with a major earthquake protective function. An outer restraining cylinder surrounds an energy-consumption inner core board from outside. End portion connecting boards and outer-restraining-cylinder outer connecting boards are arranged at two ends of the outer restraining cylinder. One end of the outer restraining cylinder is fixed to one end portion connecting board and the other end of the outer restraining cylinder is free and out of connection. One end of the energy-consumption inner core board is fixed to one end portion connecting board and the other end of the energy-consumption inner core board is connected with the other end portion connecting board in a welded mode. The end portion connecting boards are fixed on the outer-restraining-cylinder outer connecting boards. The energy-consumption inner core board is connected with a friction self-reset device through one outer-restraining-cylinder outer connecting board at the welded end of the energy-consumption inner core board, therefore the aim that a traditional buckling-restrained brace is connected with the friction self-reset device in series is achieved, and the novel buckling-restrained bracing member with the self-reset characteristic is formed, wherein the novel buckling-restrained bracing member is capable of achieving synergetic energy consumption of friction and cross section surrender during a major earthquake exceeding expectation and even a huge earthquake. The aims of safety, continuous energy consumption capacity, post-earthquake reset and the like of the traditional buckling-restrained brace during the major earthquake exceeding the expectation and even the huge earthquake are achieved.

Description

A kind of collaborative power consumption curvature-prevention support component with big shake defencive function
Technical field
The utility model relates to a kind of supporting member, is specifically related to a kind of supporting member of realizing energy-dissipating and shock-absorbing control, particularly a kind of collaborative power consumption curvature-prevention support component.
Background technology
In recent years, violent earthquake frequently took place in the world wide, and Given this, scholars propose definition megaseisms notion outside level is set up defences in big shake, middle shake, little shake, surmount the extreme seismic load of big shake on its expression amplitude Characteristics, try hard to realize megaseisms safety.Therefore, for the important building of function, in the traditional design theory, introduce the building structure aseismatic fortification measure under big shake of super expection even the megaseisms situation, have important practical significance and safe value, also perfect to a certain extent Aseismic Design Theory framework based on performance.
As under medium and small shake, having enough rigidity, the good a kind of novel supporting member of energy-dissipating property under big shake, anti-flexing supports (Buckling-restrained brace, the normal BRB of abbreviation supports) can satisfy multistage specific requirement of setting up defences, along with the engineering application and development, the anti-flexing supported that has also occurred various ways in succession, with regard to the anti-flexing supporting form that present institute proposes and adopts, its power consumption design under big shake is a key character with the total cross-section surrender often, this can cause some problem, as: the strong elastic-plastic deformation that is supported on big shake under of power consumption can produce bigger remaining displacement, causes resetting after the shake and changing comparatively difficult; In view of present design concept, the strong elastic-plastic deformation performance that anti-flexing is supported under the big shake often can not satisfy power consumption and the safety requirements that surpasses under big shake of expection even the megaseisms; If consider to ensure super power consumption and work safety of expecting that the down anti-flexing of big shake supports, can cause the increase of material and manufacturing cost on the one hand, can cause big shake in fact still to utilize rigidity characteristic that anti-flexing supports down but not the elastoplasticity energy dissipation capacity on the other hand, be equivalent to improve the design level, this is not the effective way of dealing with problems.Therefore; be necessary that anti-flexing support is transformed to existing tradition; the anti-flexing supporting form of a kind of novel energy-consumption is proposed; make it can under small earthquakes, possess enough rigidity; under big shake, have enough energy dissipation capacities, simultaneously, can also under big shake of super expection even megaseisms, have lasting energy dissipation capacity; and formation is supported in power consumption necessarily protected, prevent its rupture failure.Based on this, be necessary to research and develop a kind of novel novel curvature-prevention support component that oneself resets of realizing with big shake defencive function.
The utility model content
In order to remedy the defective of prior art; the utility model patent provides a kind of collaborative power consumption curvature-prevention support component with big shake defencive function; can under small earthquakes, possess enough rigidity; under big shake, have enough energy dissipation capacities; simultaneously; can also under big shake of super expection even megaseisms, have lasting energy dissipation capacity; and formation is supported in power consumption necessarily protected; prevent its rupture failure; and have the earthquake centre and the shake after from reset function; can effectively strengthen and prevent that flexing is supported on applicability and the safety under the uncertain macroseism, more has practical value.
In order to realize above-mentioned technical purpose; the technical scheme of the utility model patent is; a kind of collaborative power consumption curvature-prevention support component with big shake defencive function; comprise outer about bundled tube; energy consumption inner core plates; the end junction plate; outer about bundled tube outside link plate and friction automatic runback device; it is characterized in that; outer about bundled tube surrounds energy consumption inner core plates from external packets; outer about bundled tube two ends are provided with end junction plate and outer about bundled tube outside link plate; outer about bundled tube one end is fixed in the end junction plate; the other end is freely not have connection; energy consumption inner core plates one end is fixed in the end junction plate; the other end and the welding of end junction plate; the end junction plate is fixed on outer about bundled tube outside link plate; energy consumption inner core plates links to each other with the friction automatic runback device by outer about bundled tube outside link plate of welding ends; thereby realize that the anti-flexing of tradition supports and being connected in series of friction automatic runback device, formation can realize the novel curvature-prevention support component with the feature that resets certainly of friction and the collaborative power consumption of cross section surrender under super expection earthquake even megaseisms.The anti-flexing of collaborative power consumption with big shake defencive function supports and comprises outer about bundled tube; energy consumption inner core plates; end junction plate and outer about bundled tube outside link plate; realize the friction automatic runback device of big shake protection etc.; whole anti-flexing supports by each metal parts assembled by welding and bolt technology; it all is to be made by metal that whole anti-flexing supports; it is lighter to conduct oneself with dignity; making and installation are all comparatively simple; it retrains tube at home and abroad and is welded for angle steel; energy consumption inner core plates is that the cross steel supports; end junction plate and outer about bundled tube and energy consumption inner core plates welding; it retrains tube at home and abroad has only and one-sidedly welds with the end junction plate; and an other side does not freely have constraint; to avoid bearing a power; energy consumption inner core plates then both sides is all welded with the end junction plate; the end junction plate of one side and friction and the module that resets certainly are articulated and connected; realized that so traditional anti-flexing supports with friction with from the connecting of reset function module, and becomes a kind of novel anti-flexing support.Consider the connection design of series connection, appropriate design friction module plays sliding stiction size, can realize: (1) can guarantee under the big shake of expection that energy consumption inner core plates can not be destroyed, the friction module is not slided, novel anti-flexing supported with tradition and supported and indistinction this moment, supported the energy consumption inner core plates hysteretic energy with the protection constructure body structure by anti-flexing; (2) under big shake of super expection even megaseisms; energy consumption inner core plates hysteretic energy ability can not meet the demands; maximum displacement surpasses the intensity limit value of realizing energy consumption inner core plates; end friction module realizes Frictional Slipping; can produce a unloading effect this moment to energy consumption inner core plates, and promptly the power size is constant, but no longer increases; the energy consumption inner core plates that can effectively protect this moment anti-flexing to support, its operating principle is similar to and has formed the axis plastic hinge.In addition, from the module that resets is to realize from reset function by shape memory alloy spring, the slide block draw-in groove and the slide block of marmem utilization friction module provide certain pressure, adjustment by precompression, promptly adjusted from reset force, can according to concrete seismic design realize that anti-flexing supports from reset function.Obviously, the technical scheme by the utility model patent can effectively promote anti-flexing and be supported on service behaviour under the big shake of super expection.Consider operating principle and feature that the anti-flexing of tradition supports, novel anti-flexing is supported on little shake, middle shake, shake greatly and surpass the big shake of expection and all have the works fine performance down, be suitable for now popular many performance standards and the design requirement of target, have advantages such as deadweight is light, making is simple simultaneously, for the energy-dissipating and shock-absorbing under the unpredictable extreme earthquake provides new technical equipment, have good practical value and economic benefit.
The utility model patent is that also collaborative power consumption curvature-prevention support component is arranged on the beam column member.
The utility model patent also is, on the diagonal of the rectangular frame that is arranged on frame column and Vierendeel girder formation of collaborative power consumption curvature-prevention support component.
The utility model patent is that also about bundled tube is welded for the angle steel assembly unit outward, and energy consumption inner core plates is the cross steel supporting component.
The utility model patent also is, is reserved with space between about bundled tube and the energy consumption inner core plates outward.
The utility model patent also is, the outer about bundled tube outside link plate of collaborative power consumption curvature-prevention support component one end and the bean column node plate of beam column member are realized being articulated and connected by bolt, and the bean column node plate of the friction automatic runback device of the collaborative power consumption curvature-prevention support component other end and the beam column member of the other end is realized being articulated and connected by bolt equally.
The utility model patent also is, outer about bundled tube is assembled by the angle steel welding, energy consumption inner core plates supports for the cross steel, between the two, reserve a fixed gap, to offer energy consumption inner core plates certain deformation space, and preventing that a power is delivered to outer about bundled tube, another way also can be filled non-cohesive material in the space.
The utility model patent is that also end junction plate and energy consumption inner core plates and outer about bundled tube all are assembled by welding procedure; And end junction plate and bean column node plate and slide block gusset plate then are to realize being articulated and connected by bolt, so can ensure only to have the transmission of axle power in novel anti-flexing supports, and be stressed simple and operating principle is simple.
The utility model patent is that also the friction automatic runback device comprises slide block, slide block draw-in groove, high-strength bolt, shape memory alloy spring and elastic filler.
The utility model patent is that also slide block, slide block draw-in groove, high-strength bolt and shape memory alloy spring are the parts of steel material.
The utility model patent is that also slide block places in the slide block draw-in groove, and is welded with the slide block gusset plate, and the slide block draw-in groove is welded in the beam column member, and is reserved with bolt hole, realizes force of sliding friction control by high-strength bolt is installed in prepared screw-bolt hole.
The utility model patent is that also the runback bit position is made of the shape memory alloy spring that applies certain precompression in the friction automatic runback device.
The utility model patent is that also the friction automatic runback device is made up of the institutes such as slide block, slide block draw-in groove, high-strength bolt, shape memory alloy spring and elastic filler of steel material.
The utility model patent also is, the slide block draw-in groove is two assembly formed, and clamps slide block between the slide block draw-in groove that two form assembly, and leaves certain slit between two slide block draw-in grooves, the slide block draw-in groove is welded in the beam column member, and be reserved with bolt hole, and can realize force of sliding friction control by high-strength bolt, slide block places in the slide block draw-in groove, welded top has the slide block gusset plate, leave bolt hole, be articulated and connected with the end junction plate, to realize the transmission of axle power with convenient.
The utility model patent also is, what rub automatic runback device is to realize by shape memory alloy spring is installed between slide block draw-in groove and slide block from reset function, wherein shape memory alloy spring has certain precompression, and adjustment precompression size can be adjusted the power from reset function.Shape memory alloy spring provides certain reset force, this reset force is relatively stable, what utilize is the distortion platform section of shape memory alloy deformation superelastic properties, can realize this from the frictional force of reset force greater than the friction module by design, afterwards can also return-to-home position to guarantee Frictional Slipping.
The utility model patent beneficial effect is effectively to promote prevents that flexing is supported on the service behaviour under the unpredictable earthquake, under little shake, middle shake, has good rigidity characteristic, under big shake and the big shake of super expection, all have good sustained energy dissipation capacity and safety, overcome conventional anti-flexing and be supported on failure risk under the big shake of super expection; Realized good reset capability by shape memory alloy spring, avoided earthquake centre and shake rear defence flexing to support the problem that resets and change difficulty, also avoided owing to the adverse effect of remaining displacement to the beam column member; In addition, the utility model patent also has advantages such as deadweight is light, making is simple and easy for installation, for newly-built and existing building in little shake, middle shake, shake greatly and surpass multistage performance under the big shake of the expection target of setting up defences effectively reliable new technical equipment is provided, have preferable practical value and economic benefit.
Below in conjunction with accompanying drawing the utility model patent is described further.
Description of drawings
Fig. 1 is arranged at the schematic diagram of post and beam structure for the collaborative power consumption curvature-prevention support component with big shake defencive function of the utility model embodiment;
Fig. 2 is the structural representation of the collaborative power consumption curvature-prevention support component with big shake defencive function of the utility model embodiment;
Fig. 3 is a curvature-prevention support component diagonal brace part-structure schematic diagram;
Fig. 4 is the sectional view of A-A among Fig. 3;
Fig. 5 is a friction automatic runback device structural representation during novel anti-flexing supports;
Fig. 6 is the sectional view of B-B among Fig. 5;
Fig. 7 is the sectional view of C-C among Fig. 5;
Fig. 8 is the sectional view of D-D among Fig. 5;
Wherein 1 is frame column, 2 is Vierendeel girder, 3 is stiffening rib, 4 is the bean column node plate, 5 is energy consumption inner core plates, 6 is outer about bundled tube, 7 is the end junction plate, and 8 is outer about bundled tube outside link plate, and 9 is connecting bolt (supporting with bolt hole), 10 is the slide block gusset plate, 11 is slide block (adopting bloom and iron block), and 12 is shape memory alloy spring, and 13 is high-strength bolt, 14 is the slide block draw-in groove, and 15 is elastic filler [adopting rubber type of material (natural rubber, synthetic rubber) and plastic materials (polyethylene, polypropylene etc.)].
The specific embodiment
Below to the further specifying of the utility model patented technology content, but be not restriction to the utility model patent flesh and blood.
A kind of collaborative power consumption curvature-prevention support component with big shake defencive function comprises outer about bundled tube; energy consumption inner core plates; the end junction plate; outer about bundled tube outside link plate and friction automatic runback device; outer about bundled tube surrounds energy consumption inner core plates from external packets; outer about bundled tube two ends are provided with end junction plate and outer about bundled tube outside link plate; outer about bundled tube one end is fixed in the end junction plate; the other end is freely not have connection; energy consumption inner core plates one end is fixed in the end junction plate; the other end and the welding of end junction plate; the end junction plate is fixed on outer about bundled tube outside link plate; energy consumption inner core plates links to each other with the friction automatic runback device by outer about bundled tube outside link plate of welding ends; thereby realize that the anti-flexing of tradition supports and being connected in series of friction automatic runback device, formation can realize the novel curvature-prevention support component with the feature that resets certainly of friction and the collaborative power consumption of cross section surrender under super expection earthquake even megaseisms.
The utility model patent is that also collaborative power consumption curvature-prevention support component is arranged on the beam column member.
The utility model patent also is, on the diagonal of the rectangular frame that is arranged on frame column and Vierendeel girder formation of collaborative power consumption curvature-prevention support component.
The utility model patent is that also about bundled tube is welded for the angle steel assembly unit outward, and energy consumption inner core plates is the cross steel supporting component.
The utility model patent also is, is reserved with space between about bundled tube and the energy consumption inner core plates outward.
The utility model patent also is, the outer about bundled tube outside link plate of collaborative power consumption curvature-prevention support component one end and the bean column node plate of beam column member are realized being articulated and connected by bolt, and the bean column node plate of the friction automatic runback device of the collaborative power consumption curvature-prevention support component other end and the beam column member of the other end is realized being articulated and connected by bolt equally.
The utility model patent also is, outer about bundled tube is assembled by the angle steel welding, energy consumption inner core plates supports for the cross steel, between the two, reserve a fixed gap, to offer energy consumption inner core plates certain deformation space, and preventing that a power is delivered to outer about bundled tube, another way also can be filled non-cohesive material in the space.
The utility model patent is that also end junction plate and energy consumption inner core plates and outer about bundled tube all are assembled by welding procedure; And end junction plate and bean column node plate and slide block gusset plate then are to realize being articulated and connected by bolt, so can ensure only to have the transmission of axle power in novel anti-flexing supports, and be stressed simple and operating principle is simple.
The utility model patent is that also the friction automatic runback device comprises slide block, slide block draw-in groove, high-strength bolt, shape memory alloy spring and elastic filler.
The utility model patent is that also slide block, slide block draw-in groove, high-strength bolt and shape memory alloy spring are the parts of steel material.
The utility model patent is that also slide block places in the slide block draw-in groove, and is welded with the slide block gusset plate, and the slide block draw-in groove is welded in the beam column member, and is reserved with bolt hole, realizes force of sliding friction control by high-strength bolt is installed in prepared screw-bolt hole.
The utility model patent is that also the runback bit position is made of the shape memory alloy spring that applies certain precompression in the friction automatic runback device.
The utility model patent is that also the friction automatic runback device is made up of the institutes such as slide block, slide block draw-in groove, high-strength bolt, shape memory alloy spring and elastic filler of steel material.
The utility model patent also is, the slide block draw-in groove is two assembly formed, and clamps slide block between the slide block draw-in groove that two form assembly, and leaves certain slit between two slide block draw-in grooves, the slide block draw-in groove is welded in the beam column member, and be reserved with bolt hole, and can realize force of sliding friction control by high-strength bolt, slide block places in the slide block draw-in groove, welded top has the slide block gusset plate, leave bolt hole, be articulated and connected with the end junction plate, to realize the transmission of axle power with convenient.
The utility model patent also is, what rub automatic runback device is to realize by shape memory alloy spring is installed between slide block draw-in groove and slide block from reset function, wherein shape memory alloy spring has certain precompression, and adjustment precompression size can be adjusted the power from reset function.
The utility model patented technology is applicable to frame structure system; especially steel framed structure; Fig. 1 is arranged at the schematic diagram of post and beam structure for the collaborative power consumption curvature-prevention support component with big shake defencive function of the utility model embodiment; Fig. 2 is the structural representation of the collaborative power consumption curvature-prevention support component with big shake defencive function of the utility model embodiment, as shown in Figure 1, 2.For structure division, at first structure is carried out force analysis, determine material, section form and stiffening rib 3 sizes of frame column 1 and Vierendeel girder 2.For the diagonal brace part of curvature-prevention support component, determine supporting member diagonal brace partial cross section according to the size of horizontal force, energy consumption inner core plates 5 adopts the Q235 steel plate to be welded into star section.Outer about bundled tube 6 selects for use two angle steel to be welded, and leaves 1 ~ 2mm space between the energy consumption inner core plates 5 of parcel, and Fig. 4 is the sectional view of A-A among Fig. 3, as shown in Figure 4.End, two ends junction plate 7 can be selected the thick Q235 steel plate of 16 ~ 20mm for use, and with energy consumption inner core plates 5 welding, wherein an end end junction plate 7 can be sealed outer about bundled tube 6 and weld with it, other end end junction plate 7 and between leave gap about 10mm, can guarantee that like this an energy consumption inner core plates 5 is stressed.On end junction plate 7, weld bearing capacity and rigidity and all be higher than outer about bundled tube outside link plate 8 of energy consumption inner core plates 5.The friction automatic runback device is made up of slide block gusset plate 10, slide block 11, shape memory alloy spring 12, high-strength bolt 13, slide block draw-in groove 14 and elastic filler 15, connects as supporting member diagonal brace eccentric support one end can be welded on Vierendeel girder 2 or the frame column 1.Slide block draw-in groove 14 length are got about 1/8 ~ 1/4 length of clear distance between two frame columns; adopt elastic filler 15 in the space that 14 non-slide blocks 11 of two slide block draw-in grooves slide; can protect be not corroded oxidation and foreign material such as slide block draw-in groove 14, slide block 11 to invade, influence sliding effect.1/2 ~ 2/3 of about slide block draw-in groove 14 length of slide block 11 place slotted eyes, the length of slide block 11 is 1/2 ~ 2/3 of slotted eye length approximately.Slide block 11 adopts shape memory alloy spring 12 to be connected with slide block draw-in groove 14, and its precompressed (drawing) power can guarantee like this to pass through slide block 11 slip energy-dissipating and shock-absorbings under big shake even megaseisms situation, and finish the back from resetting in earthquake greater than frictional force.During construction, outer about bundled tube outside link plate 8 of supporting member diagonal brace part adopts connecting bolt 9 and bean column node plate 4 and slide block gusset plate 10 to be articulated and connected, wherein the thickness of bean column node plate 4 and slide block gusset plate 10 and bearing capacity all are higher than energy consumption inner core plates 5, guarantee that energy consumption inner core plates 5 is prior to other position surrenders.
Fig. 3 is a curvature-prevention support component diagonal brace part-structure schematic diagram, Fig. 4 is the sectional view of A-A among Fig. 3, Fig. 5 is a friction automatic runback device structural representation during novel anti-flexing supports, Fig. 6 is the sectional view of B-B among Fig. 5, Fig. 7 is the sectional view of C-C among Fig. 5, Fig. 8 is the sectional view of D-D among Fig. 5, as shown in Figure 3-4, collaborative power consumption curvature-prevention support component with big shake defencive function comprises outer about bundled tube 6, energy consumption inner core plates 5, end junction plate 7, outer about bundled tube outside link plate 8 and friction automatic runback device, outer about bundled tube 6 surrounds energy consumption inner core plates 5 from external packets, outer about bundled tube 6 two ends are provided with end junction plate 7 and outer about bundled tube outside link plate 8, outer about bundled tube 6 one ends are fixed in end junction plate 7, the other end is freely not have connection, energy consumption inner core plates 5 one ends are fixed in end junction plate 7, the other end and 7 welding of end junction plate, end junction plate 7 is fixed on outer about bundled tube outside link plate 8, energy consumption inner core plates 5 links to each other with the friction automatic runback device by outer about bundled tube outside link plate 8 of welding ends, thereby realize that the anti-flexing of tradition supports and being connected in series of friction automatic runback device, formation can realize the novel curvature-prevention support component with the feature that resets certainly of friction and the collaborative power consumption of cross section surrender under super expection earthquake even megaseisms; Shown in Fig. 5-8, the friction automatic runback device comprises slide block 11, slide block draw-in groove 14, high-strength bolt 13, shape memory alloy spring 12 and elastic filler 15, slide block 11 places in the slide block draw-in groove 14, and be welded with slide block gusset plate 10, slide block draw-in groove 14 is welded in the beam column member, and be reserved with bolt hole, and by being installed, high-strength bolt 13 realizes force of sliding friction control in prepared screw-bolt hole, the runback bit position is made of the shape memory alloy spring 12 that applies certain precompression in the friction automatic runback device.The utility model patent mainly is made up of two parts, the curvature-prevention support component diagonal brace part of Fig. 3 and the friction automatic runback device of Fig. 5, can be prefabricated in the factory, adopt the bolt assembly unit more at the construction field (site), and can control the size of frictional force between slide block 11 and the slide block draw-in groove 14 as required by the precompression of regulating high-strength bolt 13.
The preparation method of curvature-prevention support component diagonal brace part among Fig. 3:
1, about outward bundled tube outside link plate 8 has welded one with end junction plate 7;
2, junction plate that welds and energy consumption inner core plates 5 are integrally welded;
3, select for use outside two suitable angle steel parcel energy consumption inner core plates, be welded to each other outer about bundled tube 6, and an end end junction plate 7 is welded with it.
The preparation method of the friction and the module map 5 that resets certainly:
1, slide block gusset plate 10 is integrally welded with slide block 11;
2, slide block that welds and gusset plate are put into slide block draw-in groove 14, and tighten, can require to control well the high-strength bolt precompression, also can control precompression again in the erecting bed according to frictional force with high-strength bolt.
3, in slide block draw-in groove 14 spaces, fill elastic filler 15.

Claims (9)

1. collaborative power consumption curvature-prevention support component with big shake defencive function; comprise outer about bundled tube; energy consumption inner core plates; the end junction plate; outer about bundled tube outside link plate and friction automatic runback device; it is characterized in that; outer about bundled tube surrounds energy consumption inner core plates from external packets; outer about bundled tube two ends are provided with end junction plate and outer about bundled tube outside link plate; outer about bundled tube one end is fixed in the end junction plate; the other end is freely not have connection; energy consumption inner core plates one end is fixed in the end junction plate; the other end and the welding of end junction plate; the end junction plate is fixed on outer about bundled tube outside link plate, and energy consumption inner core plates links to each other with the friction automatic runback device by outer about bundled tube outside link plate of welding ends.
2. a kind of collaborative power consumption curvature-prevention support component with big shake defencive function according to claim 1 is characterized in that, collaborative power consumption curvature-prevention support component is arranged on the beam column member.
3. a kind of collaborative power consumption curvature-prevention support component with big shake defencive function according to claim 2 is characterized in that, on the diagonal of the rectangular frame that is arranged on frame column and Vierendeel girder formation of collaborative power consumption curvature-prevention support component.
4. according to claim 1,2 or 3 described a kind of collaborative power consumption curvature-prevention support components with big shake defencive function, it is characterized in that about bundled tube is welded for the angle steel assembly unit outward, energy consumption inner core plates is the cross steel supporting component.
5. a kind of collaborative power consumption curvature-prevention support component with big shake defencive function according to claim 4 is characterized in that, is reserved with space between about bundled tube and the energy consumption inner core plates outward.
6. according to claim 2 or 3 described a kind of collaborative power consumption curvature-prevention support components with big shake defencive function; it is characterized in that; the outer about bundled tube outside link plate of collaborative power consumption curvature-prevention support component one end and the bean column node plate of beam column member are realized being articulated and connected by bolt, and the bean column node plate of the friction automatic runback device of the collaborative power consumption curvature-prevention support component other end and the beam column member of the other end is realized being articulated and connected by bolt equally.
7. according to claim 2 or 3 described a kind of collaborative power consumption curvature-prevention support components, it is characterized in that the friction automatic runback device comprises slide block, slide block draw-in groove, high-strength bolt, shape memory alloy spring and elastic filler with big shake defencive function.
8. a kind of collaborative power consumption curvature-prevention support component according to claim 7 with big shake defencive function; it is characterized in that; slide block places in the slide block draw-in groove; and be welded with the slide block gusset plate; the slide block draw-in groove is welded in the beam column member; and be reserved with bolt hole, high-strength bolt is installed in prepared screw-bolt hole.
9. a kind of collaborative power consumption curvature-prevention support component with big shake defencive function according to claim 8 is characterized in that, the runback bit position is made of the shape memory alloy spring that applies certain precompression in the friction automatic runback device.
CN 201320029944 2013-01-17 2013-01-17 Synergetic energy-consumption buckling-restrained bracing member with major earthquake protective function CN203096993U (en)

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* Cited by examiner, † Cited by third party
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CN103088933A (en) * 2013-01-17 2013-05-08 中南大学 Collaborative energy dissipation anti-buckling supporting construction member with major earthquake protection function
CN104612449A (en) * 2015-02-11 2015-05-13 清华大学 Giant buckling-preventing support frame structure system
CN105839968A (en) * 2016-05-19 2016-08-10 华南理工大学 Connecting node plate with sliding end plate for buckling-restrained brace
CN107327039A (en) * 2017-07-07 2017-11-07 上海应用技术大学 A kind of Novel supporting-type metal damper
CN107558788A (en) * 2017-10-21 2018-01-09 山东建筑大学 A kind of energy dissipation wall and its construction method
CN107740508A (en) * 2017-10-21 2018-02-27 山东建筑大学 A kind of antidetonation wall and its construction method
CN108286299A (en) * 2017-01-10 2018-07-17 上海蓝科建筑减震科技股份有限公司 A kind of energy dissipator and energy dissipating metope
CN109098515A (en) * 2017-05-17 2018-12-28 大连大学 The energy consumption inner core of anti-unstability device

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103088933A (en) * 2013-01-17 2013-05-08 中南大学 Collaborative energy dissipation anti-buckling supporting construction member with major earthquake protection function
CN104612449A (en) * 2015-02-11 2015-05-13 清华大学 Giant buckling-preventing support frame structure system
CN105839968A (en) * 2016-05-19 2016-08-10 华南理工大学 Connecting node plate with sliding end plate for buckling-restrained brace
US10280642B2 (en) 2016-05-19 2019-05-07 South China University Of Technology Connecting gusset plate with sliding end plate for buckling-restrained brace
CN105839968B (en) * 2016-05-19 2019-03-15 华南理工大学 A kind of connecting node plate with sliding end plate for anti-buckling support
CN108286299A (en) * 2017-01-10 2018-07-17 上海蓝科建筑减震科技股份有限公司 A kind of energy dissipator and energy dissipating metope
CN109098515B (en) * 2017-05-17 2020-06-12 大连大学 Energy-consuming inner core of anti-destabilization device
CN109098515A (en) * 2017-05-17 2018-12-28 大连大学 The energy consumption inner core of anti-unstability device
CN107327039A (en) * 2017-07-07 2017-11-07 上海应用技术大学 A kind of Novel supporting-type metal damper
CN107740508A (en) * 2017-10-21 2018-02-27 山东建筑大学 A kind of antidetonation wall and its construction method
CN107558788A (en) * 2017-10-21 2018-01-09 山东建筑大学 A kind of energy dissipation wall and its construction method

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