CN105201092A - Automatic coordinative deformation vibration isolating groove device - Google Patents
Automatic coordinative deformation vibration isolating groove device Download PDFInfo
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- CN105201092A CN105201092A CN201510593772.5A CN201510593772A CN105201092A CN 105201092 A CN105201092 A CN 105201092A CN 201510593772 A CN201510593772 A CN 201510593772A CN 105201092 A CN105201092 A CN 105201092A
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- shock insulation
- skid mechanism
- sliding tray
- automatic synchronization
- vibration isolating
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Abstract
The invention relates to the technical field of building vibration isolation, particularly to an automatic coordinative deformation vibration isolating groove device. The device comprises a vibration isolating groove cover plate, a first rolling-sliding mechanism, a second rolling-sliding mechanism, a third rolling-sliding mechanism, a slide sleeve and a slide groove; the slide groove is in a frame shape with an opening formed in the side edge, the bottom of the slide groove is provided with a curved-hook part, and the second rolling-sliding mechanism and the first rolling-sliding mechanism are respectively horizontally and vertically installed on the curved-hook part; the vibration isolating groove cover plate is in an L shape, and the third rolling-sliding mechanism is horizontally installed on the outer side part of a folded edge; the slide sleeve is separated from the slide groove, the slide sleeve and the slide groove are arranged in a face-to-face manner, a horizontal end of the vibration isolating groove cover plate is arranged in the slide sleeve, and the folded edge end is arranged between the inner wall of the slide groove and the curved-hook part. By adopting the automatic coordinative deformation vibration isolating groove device, the problem in the prior art that only the single-direction movement of the vibration isolating building can be satisfied, and the multi-directional movement and distortion cannot be satisfied can be solved. The vibration isolating groove device is wide in application range; after the earthquake, the automatic coordinative deformation vibration isolating groove device does not need to be repaired or only needs to be slightly repaired.
Description
Technical field
Patent of the present invention relates to architectural energy consumption cushion technique field, particularly one can automatic synchronization distortion shock insulation ditch device.
Background technology
At present in China, seismic isolation technology has been widely used in the lifeline engineering such as school, hospital, during earthquake, the displacement of shock isolating pedestal meeting occurred level, building superstructure does approximate translation, and at this moment isolation structure measure seems particularly important, once deal with improperly, the translation of shock-insulation building will be hindered, affect the effect of shock insulation, finally cause casualties and property loss.
For the process of shock insulation ditch between adjacent shock-insulation building or between isolation structure and non-isolation structure, owing to will consider multi-motion state, common Construction treatment can not meet the demands.In a large amount of Practical Projects, there is much direct forms at two shock-insulation building shock insulation ditch upper berth steel plates, this way can only meet the horizontal movement perpendicular to shock insulation ditch direction, once the displacement in other direction occur or reversing, steel plate just can hinder the motion of building, reduces isolating affection, and can destroy the building coats in shock insulation ditch relevant range, need after earthquake to repair, also there is a lot of potential safety hazard simultaneously.Therefore need a kind of automatic synchronization to be out of shape shock insulation ditch device and solve the problem that shock insulation ditch way in the past can not adapt to build movement needs.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, a kind of automatic synchronization distortion shock insulation ditch device that can adapt to multiple directions motion state is provided, solves in prior art and can only meet shock-insulation building unidirectional motion, the problem of multi-direction motion and torsion can not be met.
Technical scheme of the present invention is achieved in that this can comprise shock insulation trench cover, the first skid mechanism, the second skid mechanism, the 3rd skid mechanism, the slip cap fixing with major structure of construction and sliding tray by automatic synchronization distortion shock insulation ditch device; Described sliding tray is side openings frame-shaped, is provided with folding crook bottom it, and described second skid mechanism and the first skid mechanism respectively horizontal and vertical are arranged in described folding crook; Described shock insulation trench cover is L-shaped, and described 3rd skid mechanism level is arranged on shock insulation trench cover L shape flanging outside portion; Described slip cap and sliding tray spacing distance are also arranged in opposite directions, and shock insulation trench cover horizontal ends is positioned at slip cap, and flanging end is between sliding tray inwall and folding crook.
Described first skid mechanism, the second skid mechanism and the 3rd skid mechanism are many group everything balls.
Described multi-directional ball is load-bearing ball or roller ball; Spacing between multi-directional ball is 0.2 ~ 0.5m, and the width of quantity and shock insulation trench cover is suitable.
Described first skid mechanism, the second skid mechanism and the 3rd skid mechanism are the sliding panel being provided with lubricating layer.
Described lubricating layer is graphite bisque or polytetrafluoroethylene floor.
On described slip cap bottom surface and/or inside wall, coupling is provided with rail plate or sliding tray.
Described slip cap bottom surface and/or inside wall are provided with lubricating layer.
The span width of described slip cap is at least the shock insulation ditch width of 2 times, and is fixedly connected with building concrete plate by bolt.
Described sliding tray steel plate thickness is 10mm ~ 20mm, and width is 150mm ~ 300mm.
Described shock insulation trench cover length is at least the shock insulation ditch width of 2 times, thickness and its by load suitable.The invention solves the defect existed in background technology, there is following beneficial effect:
1) this shock insulation ditch device is applied widely, can be common to adjacent two shock-insulation buildings or the shock insulation ditch process between shock insulation and non-shock insulation, especially be applicable to the aisle having functional connectivity capabilities, and the situation of shock insulation ditch crossed over by fire escape, track.
2) this shock insulation ditch device is coordinated with each skid mechanism and sliding tray respectively by shock insulation trench cover, frictional force is little, automatically can adapt to relative X between two buildings, the displacement of Y-direction and torsion, do not hinder building motion, ensure that in relevant range, building coats does not destroy simultaneously.
3) due to the skid mechanism structure characteristic of this shock insulation ditch device, have certain reset capability, do not need after this shock insulation ditch device earthquake repair or only need less reparation, different directions earthquake in the future can impel it to reset.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention 1;
Fig. 2 is the structural representation of the embodiment of the present invention 2;
Fig. 3 is the schematic diagram of construction and installation embodiment 1 of the present invention;
Fig. 4 is the schematic diagram of construction and installation embodiment 2 of the present invention;
In figure: 1-bracket component, 2-sliding tray, 3-second skid mechanism, 4-first skid mechanism, 5-the 3rd skid mechanism, 6-shock insulation trench cover, 7-slip cap.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
Embodiment 1
As shown in Figure 1 can automatic synchronization distortion shock insulation ditch device, comprise shock insulation trench cover 6, the first everything ball of L-type, the second everything ball, the 3rd everything ball, the slip cap 7 fixing with major structure of construction and sliding tray 2; Sliding tray 2 is side openings frame-shaped, is provided with folding crook bottom it, and the second everything ball and the first everything ball respectively horizontal and vertical are arranged in folding crook; Shock insulation trench cover 6 is L-shaped, and the 3rd everything ball level is arranged on L-type flanging outside portion; Slip cap 7 is also arranged in opposite directions with sliding tray 2 spacing distance, and shock insulation trench cover 6 horizontal ends is positioned at slip cap 7, and flanging end is between sliding tray 2 inwall and folding hook portion.Wherein the first multi-directional ball is load-bearing ball, and the second, three everything ball is roller ball; Spacing between multi-directional ball is 0.2 ~ 0.5m, and the width of quantity and shock insulation trench cover 6 is suitable.On slip cap 7 bottom surface and/or inside wall, coupling is provided with rail plate or sliding tray, horizontal ends horizontal slip on rail plate or sliding tray of shock insulation trench cover 6.The span width of slip cap 7 is at least the shock insulation ditch width of 2 times, and is fixedly connected with building concrete plate by bolt.Sliding tray 2 steel plate thickness is 10mm ~ 20mm, and width is 150mm ~ 300mm.
Embodiment 2
As shown in Figure 2 can automatic synchronization distortion shock insulation ditch device, comprise shock insulation trench cover 6, first sliding panel of L-type, the second sliding panel, the 3rd sliding panel, the slip cap 7 fixing with major structure of construction and sliding tray 2; Sliding tray 2 is side openings frame-shaped, is provided with folding crook bottom it, and the second sliding panel and the first sliding panel respectively horizontal and vertical are arranged in folding crook; Shock insulation trench cover 6 is L-shaped, and the 3rd everything ball level is arranged on L-type flanging outside portion; Slip cap 7 is also arranged in opposite directions with sliding tray 2 spacing distance, and shock insulation trench cover 6 horizontal ends is positioned at slip cap 7, and flanging end is between sliding tray 2 inwall and folding hook portion.Sliding panel is provided with the lubricating layer that graphite powder or polytetrafluoroethylene (PTFE) are made, and slip cap 7 bottom surface and/or inside wall are also provided with lubricating layer.
The Installation Example 1 of shock insulation ditch
As shown in Figure 3, slip cap 7 is connected with major structure of construction respectively with sliding tray 2, and bracket component 1 is built together with building structure main body, and sliding tray 2 is fixed on the upper of bracket component 1.Shock insulation ditch is of a size of 600mm, and the smooth steel plate that sliding tray 2 is 15mm by thickness is bent into a side openings frame-shaped, and width is 200mm.The width of bracket 1 component is 200mm, supports sliding tray 2.The quantity of the first multi-directional ball is 15, is distributed horizontally to the barb position of sliding tray, and spacing is 250mm.Second multi-directional ball quantity is 8, and vertical distribution is at sliding tray 2 barb position, and spacing is 500mm.The quantity of the 3rd multi-directional ball is 8, and spacing is 500mm.The span width of slip cap is 900mm, is bolted on constructure body structure, and its bottom surface and side arrange slideway.Shock insulation trench cover 6 width is that 1500mm, L hold length to be 100mm.
The Installation Example 2 of shock insulation ditch
As shown in Figure 4, the shape of sliding tray 2 and mounting means as different from Example 1.Sliding tray 2 connecting portion is T-shaped, rides against in building main body, and is directly connected by bolt.Sliding tray 2 is formed by steel plate bending, and shape according to different from building body connected mode and freely design, therefore can also have other different installation.
The principle of the invention is: when there is not earthquake, first skid mechanism 4, sliding tray 2 play load-bearing effect, during earthquake, X-direction displacement occurs, gliding motility is done along slip cap 7 in shock insulation trench cover 6 one end, and the other end is also X to motion by the first skid mechanism 4 in sliding tray; When there is the displacement of Y-direction, 3rd skid mechanism 5 is moved along there is skid between sliding tray 2 inside wall and folding crook, prevent shock insulation trench cover 6 and sliding tray 2 relative friction forces comparatively large and be stuck, if now the second skid mechanism 3 contacts with the L-type flanging of shock insulation trench cover 6, skid is there is to move in the second skid mechanism 3 along shock insulation trench cover 6, due to shock insulation trench cover 6 with respectively roll slide mechanism to roll sliding-contact, frictional force is very little, effectively prevents from being stuck because relative friction forces is comparatively large in prior art.When two building generation relative torsions, the angular misalignment of shock insulation trench cover 6 position in sliding tray 2 adapts to torsional deflection.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. one kind can be out of shape shock insulation ditch device by automatic synchronization, it is characterized in that, comprise shock insulation trench cover (6), the first skid mechanism (4), the second skid mechanism (3), the 3rd skid mechanism (5), the slip cap (7) fixing with major structure of construction and sliding tray (2); Described sliding tray (2) is side openings frame-shaped, is provided with folding crook bottom it, and described second skid mechanism (3), the first skid mechanism (4) respectively horizontal and vertical are arranged in described folding crook; Described shock insulation trench cover (6) is L-shaped, and described 3rd skid mechanism (5) level is arranged on shock insulation trench cover (6) L shape flanging outside portion; Described slip cap (7) is also arranged in opposite directions with sliding tray (2) spacing distance, the horizontal ends of shock insulation trench cover (6) is positioned at slip cap (7), and flanging end is positioned between sliding tray (2) inwall and folding crook.
2. according to claim 1 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described first skid mechanism (4), the second skid mechanism (3) and the 3rd skid mechanism (5) for organizing everything balls more.
3. according to claim 2 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described multi-directional ball is load-bearing ball or roller ball; Spacing between multi-directional ball is 0.2 ~ 0.5m, and the width of quantity and shock insulation trench cover (6) is suitable.
4. according to claim 1 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described first skid mechanism (4), the second skid mechanism (3) and the 3rd skid mechanism (5) are for being provided with the sliding panel of lubricating layer.
5. according to claim 4 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described lubricating layer is graphite bisque or polytetrafluoroethylene floor.
6. according to any one of claim 1 to 5 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: on described slip cap (7) bottom surface and/or inside wall, coupling is provided with rail plate or sliding tray.
7. according to any one of claim 1 to 5 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described slip cap (7) bottom surface and/or inside wall are provided with lubricating layer.
8. according to claim 6 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: the span width of described slip cap (7) is at least the shock insulation ditch width of 2 times, and is fixedly connected with building concrete plate by bolt.
9. according to claim 6 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described sliding tray (2) steel plate thickness is 10mm ~ 20mm, width is 150mm ~ 300mm.
10. according to claim 6 can automatic synchronization distortion shock insulation ditch device, it is characterized in that: described shock insulation trench cover (6) length is at least the shock insulation ditch width of 2 times, thickness is subject to load suitable with it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510593772.5A CN105201092B (en) | 2015-09-17 | 2015-09-17 | One kind can automatic synchronization deformation shock insulation ditch device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510593772.5A CN105201092B (en) | 2015-09-17 | 2015-09-17 | One kind can automatic synchronization deformation shock insulation ditch device |
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| CN105201092A true CN105201092A (en) | 2015-12-30 |
| CN105201092B CN105201092B (en) | 2017-11-14 |
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| CN201510593772.5A Active CN105201092B (en) | 2015-09-17 | 2015-09-17 | One kind can automatic synchronization deformation shock insulation ditch device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230373A (en) * | 2019-05-31 | 2019-09-13 | 北京城建集团有限责任公司 | A kind of corner rail structure and its construction method at shock insulation seam |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2193897Y (en) * | 1994-06-08 | 1995-04-05 | 西安市城市建设开发总公司 | Double-face sliding shockproof device |
| JP2001220830A (en) * | 2000-02-04 | 2001-08-17 | Nippon Alum Co Ltd | Auxiliary cover structure of expansion joint device |
| JP2008297788A (en) * | 2007-05-31 | 2008-12-11 | Chubu Corporation | Expansion joint cover |
| CN103485462A (en) * | 2013-10-12 | 2014-01-01 | 广州大学 | Two-way walkway plate used in two adjacent seismic isolation structures |
| CN103790186A (en) * | 2014-01-29 | 2014-05-14 | 中国航空规划建设发展有限公司 | Building shock insulation ditch cover plate structure |
| CN104153477A (en) * | 2014-07-02 | 2014-11-19 | 罗强 | Inward-buckling-type low-friction mobile earthquake insulation ditch device |
| CN204983216U (en) * | 2015-09-17 | 2016-01-20 | 云南震安减震科技股份有限公司 | But shock insulation ditch device is warp in automatic synchronization |
-
2015
- 2015-09-17 CN CN201510593772.5A patent/CN105201092B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2193897Y (en) * | 1994-06-08 | 1995-04-05 | 西安市城市建设开发总公司 | Double-face sliding shockproof device |
| JP2001220830A (en) * | 2000-02-04 | 2001-08-17 | Nippon Alum Co Ltd | Auxiliary cover structure of expansion joint device |
| JP2008297788A (en) * | 2007-05-31 | 2008-12-11 | Chubu Corporation | Expansion joint cover |
| CN103485462A (en) * | 2013-10-12 | 2014-01-01 | 广州大学 | Two-way walkway plate used in two adjacent seismic isolation structures |
| CN103790186A (en) * | 2014-01-29 | 2014-05-14 | 中国航空规划建设发展有限公司 | Building shock insulation ditch cover plate structure |
| CN104153477A (en) * | 2014-07-02 | 2014-11-19 | 罗强 | Inward-buckling-type low-friction mobile earthquake insulation ditch device |
| CN204983216U (en) * | 2015-09-17 | 2016-01-20 | 云南震安减震科技股份有限公司 | But shock insulation ditch device is warp in automatic synchronization |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230373A (en) * | 2019-05-31 | 2019-09-13 | 北京城建集团有限责任公司 | A kind of corner rail structure and its construction method at shock insulation seam |
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| CN105201092B (en) | 2017-11-14 |
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Address after: 650000 D-2-4-1 and D-2-4-2 block, Kunming international printing and packing City, Guandu Industrial Zone, Kunming, Yunnan Patentee after: Zhenan Science and Technology Co., Ltd. Address before: 650217 D-2-4-1 D-2-4-2 block, Kunming international printing and packing City, Guandu Industrial Zone, Kunming, Yunnan Patentee before: Yunnan Zhen An damping Science and Technology Co., Ltd. |