CN203174804U - Bidirectional shock insulation pedestal - Google Patents

Bidirectional shock insulation pedestal Download PDF

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Publication number
CN203174804U
CN203174804U CN 201320221722 CN201320221722U CN203174804U CN 203174804 U CN203174804 U CN 203174804U CN 201320221722 CN201320221722 CN 201320221722 CN 201320221722 U CN201320221722 U CN 201320221722U CN 203174804 U CN203174804 U CN 203174804U
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CN
China
Prior art keywords
plate
plate piece
waveform
shock insulation
insulation pedestal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201320221722
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Chinese (zh)
Inventor
李峰
蒋长江
何继炜
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Individual
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Individual
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Priority to CN 201320221722 priority Critical patent/CN203174804U/en
Application granted granted Critical
Publication of CN203174804U publication Critical patent/CN203174804U/en
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Expired - Fee Related legal-status Critical Current

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  • Building Environments (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The utility model discloses a bidirectional shock insulation pedestal which comprises a first plate piece, a second plate piece and a third plate piece, wherein the third plate piece is U-shaped; the first plate piece and the second plate piece are arranged in the third plate piece; the upper surface of the first plate piece is flush with the top surface of the third plate piece; the two sides of the first plate piece are connected with inner side walls of the third plate piece by viscous dampers; the first plate piece, the second plate piece and the third plate piece are composite plates of concrete and corrugated steel plates; the corrugated steel plate is arranged on the lower surface of the first plate piece; the corrugated steel plates are arranged on the upper surface and the lower surface of the second plate piece; and the corrugated steel plate is arranged on the upper surface of an internal wall of the third plate piece. The pedestal can insulate greater shock generated by a higher earthquake effect or surrounding machines, and protect indoor instruments and devices, and equipment or instruments on the pedestal cannot shock greatly with the ground.

Description

Two-way shock insulation pedestal
Technical field
The utility model relates to a kind of pedestal, relates in particular to a kind of two-way shock insulation pedestal.
Background technology
In the laboratory of depositing precision instrument or the storehouse big earth shock that often do not have, otherwise can damage plant and instrument, bring about great losses, enliven period in geology, need there be isolation measure on ground.
The utility model content
The purpose of this utility model: a kind of two-way shock insulation pedestal is provided, can completely cuts off vibrations, protect indoor instrument, device.
To achieve these goals, the technical solution of the utility model is:
A kind of two-way shock insulation pedestal, comprise first plate, second plate and the 3rd plate, described the 3rd plate is U-shaped, and described first plate and second plate are arranged in described the 3rd plate, and the upper surface of described first plate flushes with the top surface of described the 3rd plate; The both sides of described first plate are connected by the inside wall of viscous damper with described the 3rd plate; Described first plate, second plate and the 3rd plate are the compoboard of concrete, corrugated sheet steel, and the described first plate soffit is corrugated sheet steel, the upper and lower surface of described second plate is corrugated sheet steel, and the inwall upper surface of described the 3rd plate is corrugated sheet steel.
Above-mentioned two-way shock insulation pedestal, wherein, the waveform of the waveform of the described first plate soffit and the described second plate upper surface is interlaced, and the waveform of the waveform of the described second plate soffit and described the 3rd plate upper surface is interlaced.
Above-mentioned two-way shock insulation pedestal wherein, evenly lay many thin steel columns between described first plate and described second plate, and described many thin steel columns is between the waveform that the described first plate soffit and the second plate upper surface interlock.
Above-mentioned two-way shock insulation pedestal, wherein, even pre-buried many fine steel tubes between described second plate and described the 3rd plate, and described many fine steel tubes are between the waveform that the described second plate soffit and the 3rd plate upper surface interlock.
The utility model can be in the larger earthquake effect or when machine etc. produced than big bang on every side, indoor instrument, device were protected in isolated vibrations, and the equipment on the pedestal or instrument all can not shake with ground significantly.
Description of drawings
Fig. 1 is the vertical view of the two-way shock insulation pedestal of the utility model.
Fig. 2 is the A-A direction sectional view of the two-way shock insulation pedestal of the utility model.
Fig. 3 is the B-B direction sectional view of the two-way shock insulation pedestal of the utility model.
Fig. 4 is the transverse sectional view of the two-way shock insulation pedestal of the utility model.
The specific embodiment
Further specify embodiment of the present utility model below in conjunction with accompanying drawing.
See also accompanying drawing 1 to shown in the accompanying drawing 4, a kind of two-way shock insulation pedestal, comprise first plate 1, second plate 2 and the 3rd plate 3, described the 3rd plate 3 is U-shaped, described first plate 1 and second plate 2 are arranged in described the 3rd plate 3, and the upper surface of described first plate 1 flushes with the top surface of described the 3rd plate 3; The both sides of described first plate 1 are connected with the inside wall of described the 3rd plate 3 by viscous damper 4; Described first plate 1, second plate 2 and the 3rd plate 3 are the compoboard of concrete, corrugated sheet steel, and described first plate, 1 soffit is corrugated sheet steel, the upper and lower surface of described second plate 2 is corrugated sheet steel, and the inwall upper surface of described the 3rd plate 3 is corrugated sheet steel.
The waveform of the waveform of described first plate, 1 soffit and described second plate, 2 upper surfaces is interlaced, and the waveform of the waveform of described second plate, 2 soffits and described the 3rd plate 3 upper surfaces is interlaced.
Evenly lay many thin steel columns 5 between described first plate 1 and described second plate 2, and described many thin steel columns 5 are between the waveform that described first plate, 1 soffit and second plate, 2 upper surfaces interlock.
Even pre-buried many fine steel tubes 6 between described second plate 2 and described the 3rd plate 3, and described many fine steel tubes 6 are between the waveform that described second plate, 2 soffits and the 3rd plate 3 upper surfaces interlock.
When having than smaller tremors on ground, because first plate 1, second plate 2 and the 3rd plate 3 directly have thin steel column 5 to be connected with fine steel tube 6, first plate 1, second plate 2 and the 3rd plate 3 are together along with earth shock; When ground has than big bang, have relative motion trend between first plate 1, second plate 2 and the 3rd plate 3, thin steel column 5 can enter plastic state, when shaking from the A-A direction, second plate 2 and the 3rd plate 3 can shake with ground together, and first plate 1 can begin to begin 2 motions of relative second plate along with the track that corrugated sheet steel forms, and viscous damper 4 just can be brought into play the energy-dissipating and shock-absorbing effect; When shaking from the B-B direction, the 3rd plate 3 can shake with ground, and first plate 1 and second plate 2 can begin to begin 3 motions of relative the 3rd plate along with the track of corrugated sheet steel formation, viscous damper 4 continuation performance energy-dissipating and shock-absorbing effects.Later can reinstall ineffective thin steel column 5 in vibrations, pedestal namely can use repeatedly.
In sum, the utility model can be in the larger earthquake effect or when machine etc. produced than big bang on every side, indoor instrument, device were protected in isolated vibrations, and the equipment on the pedestal or instrument all can not shake with ground significantly.

Claims (4)

1. two-way shock insulation pedestal, it is characterized in that: comprise first plate (1), second plate (2) and the 3rd plate (3), described the 3rd plate (3) is U-shaped, described first plate (1) and second plate (2) are arranged in described the 3rd plate (3), and the upper surface of described first plate (1) flushes with the top surface of described the 3rd plate (3); The both sides of described first plate (1) are connected with the inside wall of described the 3rd plate (3) by viscous damper (4); Described first plate (1), second plate (2) and the 3rd plate (3) are the compoboard of concrete, corrugated sheet steel, and described first plate (1) soffit is corrugated sheet steel, the upper and lower surface of described second plate (2) is corrugated sheet steel, and the inwall upper surface of described the 3rd plate (3) is corrugated sheet steel.
2. two-way shock insulation pedestal according to claim 1, it is characterized in that: the waveform of the waveform of described first plate (1) soffit and described second plate (2) upper surface is interlaced, and the waveform of the waveform of described second plate (2) soffit and described the 3rd plate (3) upper surface is interlaced.
3. two-way shock insulation pedestal according to claim 1, it is characterized in that: evenly lay many thin steel columns (5) between described first plate (1) and described second plate (2), and described many thin steel columns (5) are positioned between the waveform that described first plate (1) soffit and second plate (2) upper surface interlock.
4. two-way shock insulation pedestal according to claim 1, it is characterized in that: even pre-buried many fine steel tubes (6) between described second plate (2) and described the 3rd plate (3), and described many fine steel tubes (6) are positioned between the waveform that described second plate (2) soffit and the 3rd plate (3) upper surface interlock.
CN 201320221722 2013-04-27 2013-04-27 Bidirectional shock insulation pedestal Expired - Fee Related CN203174804U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320221722 CN203174804U (en) 2013-04-27 2013-04-27 Bidirectional shock insulation pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320221722 CN203174804U (en) 2013-04-27 2013-04-27 Bidirectional shock insulation pedestal

Publications (1)

Publication Number Publication Date
CN203174804U true CN203174804U (en) 2013-09-04

Family

ID=49071528

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320221722 Expired - Fee Related CN203174804U (en) 2013-04-27 2013-04-27 Bidirectional shock insulation pedestal

Country Status (1)

Country Link
CN (1) CN203174804U (en)

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130904

Termination date: 20140427