CN211447315U - Shock insulation structure between layer suitable for mountain region slope - Google Patents

Shock insulation structure between layer suitable for mountain region slope Download PDF

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Publication number
CN211447315U
CN211447315U CN201921084147.8U CN201921084147U CN211447315U CN 211447315 U CN211447315 U CN 211447315U CN 201921084147 U CN201921084147 U CN 201921084147U CN 211447315 U CN211447315 U CN 211447315U
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CN
China
Prior art keywords
plate
connecting plate
welding
shock insulation
bottom plate
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Expired - Fee Related
Application number
CN201921084147.8U
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Chinese (zh)
Inventor
刘德稳
郭墎
朱维伟
杜俊
冯国建
魏屏
王胜兰
张庆勋
应飞燕
郝艳俊
林冉
田志芳
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Southwest Forestry University
Kunming University
Yunnan Technology and Business University
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Southwest Forestry University
Kunming University
Yunnan Technology and Business University
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Priority to CN201921084147.8U priority Critical patent/CN211447315U/en
Application granted granted Critical
Publication of CN211447315U publication Critical patent/CN211447315U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an isolation structure between layer suitable for mountain region slope, including bottom plate and connecting plate, still include a plurality of fixed plates, the fixed plate welding is at the top of bottom plate, and one side welding of fixed plate has first spring, and the other end welding of first spring has the slider, there is the connecting plate at the top of fixed plate through the bolt fastening, and the top welding of connecting plate has the buffering frame, and the top welding of buffering frame has the backup pad. The utility model discloses can receive when vibrations about the backup pad and control, oppress the slider when it removes, the slider promotes the arc under the effect of first spring, about the ascending effort of side about the buffering, moreover can with the contact of the rubber block on the bottom plate when the arc acutely shakes, cushion the impact force, improved the shock insulation effect of device, can shake when the removal of horizontal position takes place at bottom plate and connecting plate relatively, carry on spacingly to it, prevent that it from rocking amplitude too big influence shock insulation effect.

Description

Shock insulation structure between layer suitable for mountain region slope
Technical Field
The utility model relates to a shock insulation technical field especially relates to an interlayer shock insulation structure suitable for mountain slope.
Background
The interlayer shock insulation is an effective, economical and practical and feasible new structure shock absorption technology and system, and the interlayer shock insulation structure is widely applied due to the convenience in engineering structure design and construction and compared with part of superiority of foundation shock insulation, but the shock absorption performance of the building interlayer shock insulation structure in many hilly slopes is not good enough.
Through the retrieval, grant the patent that publication number is CN207892068U, disclose an anti-overturning and anti-collapse device of layer spacing earthquake structure, superstructure is fixed to be set up subaerial, and fixedly is provided with second shock insulation layer between superstructure and ground, and superstructure is fixed to be set up on the buttress on shock insulation layer, be equipped with first shock insulation layer on the shock insulation layer between buttress and the lower buttress on shock insulation layer, and first shock insulation layer is located the inside of basement, and isolation layer lower buttress is fixed to be set up in the bottom of basement, and is equipped with supporting shoe and a plurality of cylinder in the basement. The above patents suffer from the following disadvantages: most of building interlayer shock insulation structures in the mountain slopes have impact force in the inclined direction, the shock absorption performance is not good enough, and the requirements of people cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, and the shock insulation structure between layer suitable for mountain slope that proposes.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an isolation structure between layer suitable for mountain region slope, includes bottom plate and connecting plate, still includes a plurality of fixed plates, the fixed plate welding is at the top of bottom plate, and one side welding of fixed plate has first spring, and the other end welding of first spring has the slider, the top of fixed plate has the connecting plate through the bolt fastening, and the top welding of connecting plate has the buffer frame, and the top welding of buffer frame has the backup pad.
Furthermore, a plurality of rubber blocks are bonded on the top of the bottom plate.
Furthermore, a plurality of bumps are welded at the bottom of the bottom plate.
Further, the bottom welding of backup pad has the plastic board, and the bottom welding of plastic board has the arc, and open at the top of connecting plate has a plurality of intercommunication mouths, and the arc passes the intercommunication mouth.
Furthermore, a plurality of second springs are welded at the top of the connecting plate, and the tops of the second springs are in contact with the plastic plate.
Further, one side of bottom plate and connecting plate is equipped with stop device, and stop device includes extension board and last extension board down, and extension board and last extension board down weld respectively in one side of bottom plate and connecting plate, and the bottom welding of going up the extension board has two second limiting plates, and the top welding of extension board down has first limiting plate, and first limiting plate is located the intermediate position of two second limiting plates.
Furthermore, wave plates are welded on two sides of the first limiting plate, and friction plates are welded on one side of the second limiting plate.
The utility model has the advantages that:
1. the impact force can be buffered when the supporting plate is vibrated by the arrangement of the buffering frame, the impact force in the horizontal direction can be buffered by the design of the X-shaped structure, and the buffering performance of the device is improved.
2. The setting through the arc can receive to remove about when vibrations at the backup pad, oppresses the slider when it removes, and the slider promotes the arc under the effect of first spring, about the ascending effort of side about the buffering, can contact with the block rubber on the bottom plate when the arc acutely shakes moreover, cushions the impact force, has improved the shock insulation effect of device.
3. The impact force can be buffered again through the setting of second spring when the backup pad shakes from top to bottom, has improved device stability.
4. The setting through first limiting plate and second limiting plate can be when bottom plate and the relative removal that shakes of connecting plate take place horizontal position, spacing to it, prevent that it from rocking the too big shock insulation effect that influences of range, wave plate and friction plate can rub each other when vibrations moreover, turn into mechanical energy to kinetic energy, have improved the shock insulation effect of device.
Drawings
Fig. 1 is a schematic sectional structure view of an embodiment 1 of an interlayer seismic isolation structure suitable for a mountain slope according to the present invention;
fig. 2 is an enlarged schematic structural diagram of a point a of the embodiment 1 of the interlayer seismic isolation structure suitable for the slope of the mountain area of the present invention;
fig. 3 is a schematic view of a partial three-dimensional structure of an embodiment 1 of an interlayer seismic isolation structure suitable for a mountain slope according to the present invention;
fig. 4 is a schematic cross-sectional structural view of an embodiment 2 of an interlayer seismic isolation structure suitable for a mountain slope according to the present invention;
fig. 5 is the utility model provides a be applicable to the enlarged schematic diagram of B department of mountain region slope's interlayer shock insulation structure embodiment 2.
In the figure: 1 bottom plate, 2 fixed plates, 3 first springs, 4 sliders, 5 rubber blocks, 6 bumps, 7 connecting plates, 8 buffer frames, 9 supporting plates, 10 communicating ports, 11 arc-shaped plates, 12 plastic plates, 13 second springs, 14 limiting devices, 15 lower extension plates, 16 first limiting plates, 17 waved plates, 18 second limiting plates, 19 upper extension plates and 20 friction plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Example 1
Referring to fig. 1-3, an interlayer shock insulation structure suitable for mountain slopes, including bottom plate 1 and connecting plate 7, still include a plurality of fixed plates 2, fixed plate 2 welds at the top of bottom plate 1, and the welding of one side of fixed plate 2 has first spring 3, the welding of the other end of first spring 3 has slider 4, it supports to it by first spring 3 when slider 4 slides, cushion the impact force, there is connecting plate 7 at the top of fixed plate 2 through the bolt fastening, and the welding of the top of connecting plate 7 has buffer frame 8, it is preferred, buffer frame 8 is the X type structure, the welding of buffer frame 8's top has backup pad 9, cushion the impact force when backup pad 9 receives vibrations, and the design of X type also can cushion the impact force on the horizontal direction.
The top of bottom plate 1 bonds and has a plurality of rubber blocks 5, the bottom welding of bottom plate 1 has a plurality of lugs 6, the bottom welding of backup pad 9 has plastic board 12, and the bottom welding of plastic board 12 has arc 11, can contact with rubber block 5 on the bottom plate 1 when arc 11 acutely shakes, cushion the impact force, oppression slider 4 when it removes, slider 4 promotes arc 11 under the effect of first spring 3, the ascending effort of direction about the buffering, open at the top of connecting plate 7 has a plurality of intercommunication mouths 10, arc 11 passes intercommunication mouth 10, the top welding of connecting plate 7 has a plurality of second springs 13, and the top of second spring 13 contacts with plastic board 12, cushion the impact force once more when shaking about backup pad 9 through second spring 13.
The working principle of the embodiment is as follows: buffering the impact force through buffer bracket 8 when backup pad 9 receives vibrations, and the design of X type also can cushion the ascending impact force of horizontal direction, move about from top to bottom simultaneously arc 11, because it is the arc structure, so oppress slider 4 when it removes, slider 4 promotes arc 11 under first spring 3's effect, the ascending effort of left right side direction about the buffering, and can contact with rubber block 5 on the bottom plate 1 when arc 11 acutely shakes, cushion the impact force, and second spring 13 can stretch out and draw back deformation when backup pad 9 shakes from top to bottom, cushion the impact force once more, the device stability has been improved.
Example 2
Referring to fig. 4 and 5, in the embodiment, compared to embodiment 1, the main difference is that in the embodiment, a limiting device 14 is disposed on one side of a bottom plate 1 and a connecting plate 7, the limiting device 14 includes a lower extension plate 15 and an upper extension plate 19, the lower extension plate 15 and the upper extension plate 19 are respectively welded on one side of the bottom plate 1 and the connecting plate 7, two second limiting plates 18 are welded on the bottom of the upper extension plate 19, a first limiting plate 16 is welded on the top of the lower extension plate 15, the first limiting plate 16 is located in the middle of the two second limiting plates 18, the first limiting plate 16 and the second limiting plate 18 limit the bottom plate 1 and the connecting plate 7 during vibration, so as to prevent the vibration isolation effect from being affected due to too large vibration amplitude, waved plates 17 are welded on both sides of the first limiting plate 16, and a friction plate 20 is welded on one side of the second limiting plate 18, the wave plate 17 and the friction plate 20 contact each other during vibration to convert kinetic energy into mechanical energy.
The working principle of the embodiment is as follows: when the bottom plate 1 and the connecting plate 7 vibrate relatively and move horizontally, the first limiting plate 16 and the second limiting plate 18 limit the vibration, so that the vibration isolation effect is prevented from being influenced by too large shaking amplitude, and the wave plate 17 and the friction plate 20 can rub against each other when vibrating, so that kinetic energy is converted into mechanical energy, and the vibration isolation effect of the device is improved.
In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", "first", "second", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (7)

1. The utility model provides an isolation structure between layer suitable for mountain region slope, includes bottom plate (1) and connecting plate (7), its characterized in that still includes a plurality of fixed plates (2), fixed plate (2) welding is at the top of bottom plate (1), and one side of fixed plate (2) is equipped with first spring (3), and the other end of first spring (3) is equipped with slider (4), the top of fixed plate (2) is equipped with connecting plate (7), and the top of connecting plate (7) is equipped with buffer bracket (8), and the top of buffer bracket (8) is equipped with backup pad (9).
2. The interlayer seismic isolation structure suitable for the mountain slope as claimed in claim 1, wherein a plurality of rubber blocks (5) are bonded to the top of the base plate (1).
3. The interlayer seismic isolation structure suitable for the mountain slope according to claim 1, wherein the bottom of the base plate (1) is provided with a plurality of projections (6).
4. The interlayer shock insulation structure for the mountain slope as claimed in claim 1, wherein the bottom of the support plate (9) is provided with a plastic plate (12), the bottom of the plastic plate (12) is provided with an arc plate (11), the top of the connecting plate (7) is provided with a plurality of communication ports (10), and the arc plate (11) passes through the communication ports (10).
5. The interlayer seismic isolation structure suitable for the mountain slope as claimed in claim 4, wherein the top of the connecting plate (7) is provided with a plurality of second springs (13), and the tops of the second springs (13) are in contact with the plastic plate (12).
6. The interlayer seismic isolation structure suitable for the mountain slope is characterized in that one side of the bottom plate (1) and one side of the connecting plate (7) are provided with a limiting device (14), the limiting device (14) comprises a lower extension plate (15) and an upper extension plate (19), the lower extension plate (15) and the upper extension plate (19) are welded to one side of the bottom plate (1) and one side of the connecting plate (7) respectively, the bottom of the upper extension plate (19) is provided with two second limiting plates (18), the top of the lower extension plate (15) is provided with a first limiting plate (16), and the first limiting plate (16) is located in the middle of the two second limiting plates (18).
7. The interlayer seismic isolation structure suitable for the mountain slope according to claim 6, wherein the first limit plate (16) is provided with wave plates (17) at both sides, and the second limit plate (18) is provided with a friction plate (20) at one side.
CN201921084147.8U 2019-07-11 2019-07-11 Shock insulation structure between layer suitable for mountain region slope Expired - Fee Related CN211447315U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921084147.8U CN211447315U (en) 2019-07-11 2019-07-11 Shock insulation structure between layer suitable for mountain region slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921084147.8U CN211447315U (en) 2019-07-11 2019-07-11 Shock insulation structure between layer suitable for mountain region slope

Publications (1)

Publication Number Publication Date
CN211447315U true CN211447315U (en) 2020-09-08

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ID=72295666

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921084147.8U Expired - Fee Related CN211447315U (en) 2019-07-11 2019-07-11 Shock insulation structure between layer suitable for mountain region slope

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112853913A (en) * 2021-01-14 2021-05-28 张义 Horizontal splicing bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112853913A (en) * 2021-01-14 2021-05-28 张义 Horizontal splicing bridge

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20200908

Termination date: 20210711