CN207160308U - A kind of prefabrication structure with shock-absorbing function - Google Patents

A kind of prefabrication structure with shock-absorbing function Download PDF

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Publication number
CN207160308U
CN207160308U CN201720412025.1U CN201720412025U CN207160308U CN 207160308 U CN207160308 U CN 207160308U CN 201720412025 U CN201720412025 U CN 201720412025U CN 207160308 U CN207160308 U CN 207160308U
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CN
China
Prior art keywords
support member
plate
shock
absorbing function
buckling
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Expired - Fee Related
Application number
CN201720412025.1U
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Chinese (zh)
Inventor
杨宁
孙秋荣
赵美霞
毛燕红
肖长伟
刘家兴
杜彬
马可
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Jiangsu Institute of Architectural Technology
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Jiangsu Institute of Architectural Technology
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Priority to CN201720412025.1U priority Critical patent/CN207160308U/en
Application granted granted Critical
Publication of CN207160308U publication Critical patent/CN207160308U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of prefabrication structure with shock-absorbing function, including spacing clamping plate and oblique bracing members, the upper surface of the spacing clamping plate is welded on prefabricated crossbeam, the lower end of the spacing clamping plate, which is inlayed, to be fixed in limiting plate, the lower surface of the horizontal support member is welded and fixed the upper surface of gusset plate, the upper end of the oblique bracing members is welded on gusset plate by connection fastener, the lower end of the oblique bracing members is connected on buckling-restrained part by flange, the lower end of the adjusting screw rod connects buckling restrained brace part by support member junction steel plate, told buckling restrained brace part is embedded in concrete bed.This has the prefabrication structure of shock-absorbing function, while the stability and intensity of prefabricated equipment formula building structure is improved, reduces node connection steel using amount, adjustable support length, simple structure is easy for construction, increases node aesthetic property.

Description

A kind of prefabrication structure with shock-absorbing function
Technical field
The utility model belongs to prefabrication technical field of structures, and in particular to a kind of pre- with shock-absorbing function Assembled arthitecutral structure processed.
Background technology
Earthquake is the general name of the earth's crust oscillation phenomenon as caused by internal force transmission and external force geologic process, and building is general It is built in Rock soil Foundation, during earthquake, the seismic wave propagated in ground causes foundation soil body to vibrate, and is especially horizontally oriented Vibration, it can drive and be attached to the violent horizontal jitter of surface buildingses generation, so as to produce destruction to building.In order to tackle strong ground Earthquake calamity does harm to, it is common practice to and strengthen intensity, the rigidity of building, or even ground is firmly built on the rock stratum of underground, Building is formed a rigid entirety with rock stratum, belong to rigid anti-seismic structure, to reach antidetonation purpose.But this do Method greatly increases the consumption of construction material, increases engineering cost.
Prefabrication refers to the building formed with prefabricated component in assemble in site, the building being so stitched together Resistance is weaker when seismic wave is tackled.
The content of the invention
The purpose of this utility model is to provide a kind of prefabrication structure with shock-absorbing function, with solution State the problem of being proposed in background technology.
To achieve the above object, the utility model provides following technical scheme:A kind of prefabrication and assembly construction with shock-absorbing function Formula building structure, including spacing clamping plate and oblique bracing members, the upper surface of the spacing clamping plate are welded on prefabricated crossbeam, institute The lower end for stating spacing clamping plate is inlayed and is fixed in limiting plate, and the lower surface of the limiting plate is weldingly fixed on the upper of horizontal support member Surface, muscle of putting more energy into is inlaid with inside the horizontal support member, the lower surface of the horizontal support member is welded and fixed the upper of gusset plate Surface, the upper end of the oblique bracing members are welded on gusset plate by connection fastener, the lower end of the oblique bracing members Connected by flange on buckling-restrained part, the buckling-restrained part include junction steel plate, adjusting screw rod, support member junction steel plate and Buckling restrained brace part, the flange connect adjusting screw rod by junction steel plate, and the lower end of the adjusting screw rod passes through support member Junction steel plate connects buckling restrained brace part, and the buckling restrained brace part is embedded in concrete bed.
Preferably, the oblique steel be supported by two position relationships be on gusset plate axis it is symmetrical.
Preferably, some muscle of putting more energy into are provided with inside the horizontal support member, and one end of each muscle of putting more energy into is not naked Expose horizontal support member.
Preferably, the connection of junction steel plate and the support member junction steel plate and corresponding component is bolt and nut connection, And steel plate is high strength steel plate.
Preferably, dust cover is installed outside the buckling-restrained part.
Preferably, antirust treatment is done in all steel outer surfaces for being embedded in underground.
Technique effect of the present utility model and advantage:This has the prefabrication structure of shock-absorbing function, using people The oblique bracing members of font, while the support force for providing maximum supports the building on top, the buckling-restrained part of lower end It can be good at consuming energy, the significant earthquake response for reducing structural system, less node bindiny mechanism, feel the use for having lacked steel Amount, reduces construction intensity in work progress.This has the prefabrication structure of shock-absorbing function, is improving prefabricated dress While the stability and intensity of standby formula building structure, reduction node connection steel using amount, adjustable support length, simple structure, It is easy for construction, increase node aesthetic property.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the mplifying structure schematic diagram of the buckling-restrained part of the utility model.
In figure:1 spacing clamping plate, 2 limiting plates, 3 prefabricated crossbeams, 4 are put more energy into muscle, 5 horizontal support members, 6 oblique bracing members, 7 Concrete bed, 8 gusset plates, 9 connection fasteners, 10 concrete joints, 11 flanges, 12 buckling-restrained parts, 121 junction steel plates, 122 Adjusting screw rod, 123 support member junction steel plates, 124 buckling restrained brace parts.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1 and Fig. 2 are referred to, Fig. 1 is structural representation of the present utility model, and Fig. 2 is the amplification of buckling-restrained part in Fig. 1 Structural representation, a kind of prefabrication structure with shock-absorbing function, including spacing clamping plate 1 and oblique bracing members 6, institute The upper surface for stating spacing clamping plate 1 is welded on prefabricated crossbeam 3, and the lower end of the spacing clamping plate 1, which is inlayed, is fixed on limiting plate 2 In, the lower surface of the limiting plate 2 is weldingly fixed on the upper surface of horizontal support member 5, is inlaid with inside the horizontal support member 5 Put more energy into muscle 4, one end of each muscle 4 of putting more energy into does not expose horizontal support member 5, the lower surface welding of the horizontal support member 5 The upper surface of stationary nodes plate 8, the upper end of the oblique bracing members 6 is welded on gusset plate 8 by connection fastener 9, described The lower end of oblique bracing members 6 is connected on buckling-restrained part 12 by flange 11, and the oblique bracing members 6 have two, and position is closed System be on gusset plate 8 axis it is symmetrical, the stability of oblique bracing members 6 of symmetrical structure is higher, the buckling-restrained part 12 Including junction steel plate 121, adjusting screw rod 122, support member junction steel plate 123 and buckling restrained brace part 124, the flange 11 is logical Cross junction steel plate 121 and connect adjusting screw rod 122, the lower end of the adjusting screw rod 122 is connected by support member junction steel plate 123 bends Song constraint support member 124, the connection of the junction steel plate 121 and support member junction steel plate 123 and corresponding component is bolt spiral shell Mother's connection, and steel plate is high strength steel plate, the buckling restrained brace part 124 is embedded in concrete bed 7, and the flexing is about Dust cover is installed outside bundle 12, preventing that mud is splashed into buckling-restrained part 12 when adding casting concrete causes structure Go wrong, antirust treatment is done in all steel outer surfaces for being embedded in underground, and preventing part, the effect of suffering erosion is led for a long time Cause to be damaged, so as to have influence on the service life of whole device.
Finally it should be noted that:Preferred embodiment of the present utility model is the foregoing is only, is not limited to this Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art For, it can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic Progress equivalent substitution, all within the spirit and principles of the utility model, any modification, equivalent substitution and improvements made etc., It should be included within the scope of protection of the utility model.

Claims (6)

1. a kind of prefabrication structure with shock-absorbing function, including spacing clamping plate(1)With oblique bracing members(6), its It is characterised by:The spacing clamping plate(1)Upper surface be welded on prefabricated crossbeam(3)On, the spacing clamping plate(1)Lower end edge Build-in is scheduled on limiting plate(2)In, the limiting plate(2)Lower surface be weldingly fixed on horizontal support member(5)Upper surface, it is described Horizontal support member(5)Inside is inlaid with muscle of putting more energy into(4), the horizontal support member(5)Lower surface be welded and fixed gusset plate(8)'s Upper surface, the oblique bracing members(6)Upper end pass through connection fastener(9)It is welded on gusset plate(8)On, the oblique steel branch Support(6)Lower end pass through flange(11)Connect buckling-restrained part(12)On, the buckling-restrained part(12)Including junction steel plate (121), adjusting screw rod(122), support member junction steel plate(123)With buckling restrained brace part(124), the flange(11)Pass through Junction steel plate(121)Connect adjusting screw rod(122), the adjusting screw rod(122)Lower end pass through support member junction steel plate(123) Connect buckling restrained brace part(124), the buckling restrained brace part(124)It is embedded in concrete bed(7)In.
A kind of 2. prefabrication structure with shock-absorbing function according to claim 1, it is characterised in that:It is described Oblique bracing members(6)There are two, position relationship is on gusset plate(8)Axis it is symmetrical.
A kind of 3. prefabrication structure with shock-absorbing function according to claim 1, it is characterised in that:It is described Horizontal support member(5)Inside is provided with some muscle of putting more energy into(4), and each muscle of putting more energy into(4)One end do not expose horizontal branch Support member(5).
A kind of 4. prefabrication structure with shock-absorbing function according to claim 1, it is characterised in that:It is described Junction steel plate(121)With support member junction steel plate(123)Connection with corresponding component is bolt and nut connection, and steel plate is High strength steel plate.
A kind of 5. prefabrication structure with shock-absorbing function according to claim 1, it is characterised in that:It is described Buckling-restrained part(12)Outside is provided with dust cover.
A kind of 6. prefabrication structure with shock-absorbing function according to claim 1, it is characterised in that:It is all Do antirust treatment in the steel outer surface for being embedded in underground.
CN201720412025.1U 2017-04-19 2017-04-19 A kind of prefabrication structure with shock-absorbing function Expired - Fee Related CN207160308U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720412025.1U CN207160308U (en) 2017-04-19 2017-04-19 A kind of prefabrication structure with shock-absorbing function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720412025.1U CN207160308U (en) 2017-04-19 2017-04-19 A kind of prefabrication structure with shock-absorbing function

Publications (1)

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CN207160308U true CN207160308U (en) 2018-03-30

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109057049A (en) * 2018-10-16 2018-12-21 中国电力工程顾问集团华东电力设计院有限公司 Connect support frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109057049A (en) * 2018-10-16 2018-12-21 中国电力工程顾问集团华东电力设计院有限公司 Connect support frame

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

Granted publication date: 20180330

Termination date: 20190419

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