CN203907028U - High-pressure or ultrahigh-pressure shock absorption pipe carrier - Google Patents

High-pressure or ultrahigh-pressure shock absorption pipe carrier Download PDF

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Publication number
CN203907028U
CN203907028U CN201420339129.0U CN201420339129U CN203907028U CN 203907028 U CN203907028 U CN 203907028U CN 201420339129 U CN201420339129 U CN 201420339129U CN 203907028 U CN203907028 U CN 203907028U
Authority
CN
China
Prior art keywords
cushion block
pressure
lower cushion
ultrahigh
damping element
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
CN201420339129.0U
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Chinese (zh)
Inventor
郭宏新
李奇
刘丰
曾强
刘义辉
尹德庚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Sunpower Piping Technology Co ltd
Original Assignee
Jiangsu Sunpower Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiangsu Sunpower Technology Co Ltd filed Critical Jiangsu Sunpower Technology Co Ltd
Priority to CN201420339129.0U priority Critical patent/CN203907028U/en
Application granted granted Critical
Publication of CN203907028U publication Critical patent/CN203907028U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a high-pressure or ultrahigh-pressure shock absorption pipe carrier. The high-pressure or ultrahigh-pressure shock absorption pipe carrier comprises a soleplate (8), a lower cushion block (5), an upper tightening block (9) and anchor bolta (4), wherein the soleplate (8) is installed in a foundation (11), and the high-pressure or ultrahigh-pressure shock absorption pipe carrier is characterized in that the lower cushion block (5) is installed on shock absorption elements (6), the upper tightening block (9) is installed on the lower cushion block (5), the upper tightening block (9) and the lower cushion block (5) are tightened onto a high-pressure or an ultrahigh-pressure pipe, the lower end of each anchor bolt (4) runs through the lower cushion block (5) and the soleplate (8) to be fixed in the foundation (11), a pressure block (3) and an upper shock absorption element (2) are respectively additionally installed on the upper end of each anchor bolt (4), and a pretightening nut (1) is screwed on the upper end of each anchor bolt (4). The high-pressure or ultrahigh-pressure shock absorption pipe carrier is simple in structure, good in shock absorption effect, high in tensile resistance, safe and reliable.

Description

High pressure or ultrahigh-pressure vibration damping pipe carrier
Technical field
the utility model relates to a kind of pipelines and petrochemical pipelines technology, especially a kind of conduit bracket, specifically a kind of high pressure of good damping result or ultrahigh-pressure vibration damping pipe carrier.
Background technique
as everyone knows, the pressure of high pressure, ultrahigh-pressure vibration damping piping is very large, and owing to having elbow, CONCENTRIC REDUCER, valve etc. in piping, these pipings often easily produce vibration, and the destructiveness of the vibration of these pipings is extremely strong.
At present domestic some high pressure, the ultrahigh-pressure vibration damping support of having occurred, it only has upper damping element, can only eliminate piping vibration upwards, and pipeline and retaining member exist gap to slide.The vibration of general piping is all up and down reciprocatingly to vibrate, and in the time that piping vibrates downwards, the type vibration damping pipe holder is equivalent to pure rigid support, does not possess effectiveness in vibration suppression, can be at the inner additional attachments stress that produces of piping in vibration processes, and effectiveness in vibration suppression is not fine.
Summary of the invention
The purpose of this utility model is large for existing high pressure and ultra-high pressure pipeline direction vibration, and common and conduit saddle is difficult to support and short problem of life-span, designs a kind of high pressure or the ultrahigh-pressure vibration damping pipe carrier that can eliminate direction vibration.
The technical solution of the utility model is:
A kind of high pressure or ultrahigh-pressure vibration damping pipe carrier, it comprises peace base plate 8, lower cushion block 5, tightens piece 9 and stone bolt 4, described base plate 1 is arranged in basis 11, it is characterized in that described lower cushion block 5 is arranged on lower damping element 6, tightening piece 9 is arranged on lower cushion block 5, tighten piece 9 and the tight obvolvent of lower cushion block 5 on high pressure or super high pressure bend, the lower end of described stone bolt 4 is fixed in basis 11 through lower cushion block 5 and base plate 8, and the upper end of stone bolt 4 adds briquetting 3 and upper damping element 2 and is installed with pre-load nut 1.
Described described upper damping element 2 and lower damping element 6 are combined by multiple belleville springs and pad.
In described basis 11, be embedded with anti-shearing framework 13, the anti-shearing framework 13 described in stone bolt 4 is connected.
Described tightening adds the low friction pair 12 of being convenient to eliminate thermal walking between piece 9 and lower cushion block 5.
On described base plate 8, add lower bolster 7.
The bottom of described lower cushion block 5 is provided with the blind hole entering for lower damping element
The beneficial effects of the utility model:
The utility model clamps high pressure by tightening piece and lower cushion block and clamping bolt, ultra-high pressure pipeline, briquetting is pressed on lower cushion block upper surface, between them, there is low friction pair, can slide, be used for eliminating thermal walking, between briquetting and stone bolt, be connected with damping element, when installation, can provide pre-pressing force to briquetting, control the vibration of pipeline, between lower cushion block and lower bolster, cloth deposits damping element, for eliminating the downward vibration of pipeline, between lower bolster and base plate, can mutually slide, damping element adopts belleville spring to combine, combination in any as required.
The utility model is simple in structure, and antivibration weakening is effective, and especially stone bolt adopts shear structure design, and stretching resistance is large, safe and reliable.
Brief description of the drawings
Fig. 1 is one of structural representation of the present utility model.
Fig. 2 is two of structural representation of the present utility model.
Embodiment
Below in conjunction with drawings and Examples, the utility model is further described.
Embodiment one.
As shown in Figure 1.
A kind of high pressure or ultrahigh-pressure vibration damping pipe carrier, it comprises peace base plate 8, lower bolster 7, lower cushion block 5, tightens piece 9 and stone bolt 4, described base plate 1 is arranged in basis 11, lower bolster 7 pads are contained on base plate 8, described lower cushion block 5 is arranged on lower damping element 6, lower damping element 6 is arranged on lower bolster 7, tightening piece 9 is arranged on lower cushion block 5 by clamping bolt 10, tighten piece 9 and the tight obvolvent of lower cushion block 5 on high pressure or super high pressure bend, between piece 9 and lower cushion block 5, add the low friction pair 12 of being convenient to eliminate thermal walking tightening.The lower end of described stone bolt 4 is fixed in basis 11 through lower cushion block 5 and base plate 8, and the upper end of stone bolt 4 adds briquetting 3 and upper damping element 2 and is installed with pre-load nut 1.Described described upper damping element 2 and lower damping element 6 are combined by multiple belleville springs and pad.Tighten piece 9, lower cushion block 5 and clamping bolt 10 for clamping pipe.Briquetting 3 is pressed on lower cushion block 5, and lower cushion block 5 is placed on lower damping element 6, and lower damping element 6 is placed on lower bolster 7, and lower bolster 7 is placed on base plate 8, and stone bolt 4 is embedded in basis.Pre-load nut 1 is made up of plain nut and locking nut, when installation, tightens to according to designing requirement the pretension amount needing.According to the pressure of pipeline, the calculation of parameter such as load, vibration go out the quantity of needed belleville spring, and they are combined, and string is on stone bolt 4.Lower damping element 6 is inserted in the blind hole of lower cushion block 5 lower surfaces, can slide by easy on and off.As shown in Figure 1.
Embodiment two.
As shown in Figure 2.
The present embodiment is to be embedded with anti-shearing framework 13 in basis 11 with the difference of implementing one, and stone bolt 4 is connected with described anti-shearing framework 13, to improve the anti-dial-out ability of stone bolt 4.
The utility model does not relate to partly all prior aries that maybe can adopt same as the prior art to be realized.

Claims (6)

1. a high pressure or ultrahigh-pressure vibration damping pipe carrier, it comprises base plate (8), lower cushion block (5), tighten piece (9) and stone bolt (4), described base plate (1) is arranged in basis (11), it is characterized in that described lower cushion block (5) is arranged on lower damping element (6), tightening piece (9) is arranged on lower cushion block (5), tighten the tight obvolvent of piece (9) and lower cushion block (5) on high pressure or super high pressure bend, the lower end of described stone bolt (4) is fixed in basis (11) through lower cushion block (5) and base plate (8), the upper end of stone bolt (4) adds briquetting (3) and upper damping element (2) and is installed with pre-load nut (1).
2. conduit saddle according to claim 1, is characterized in that described described upper damping element (2) and lower damping element (6) are combined by multiple belleville springs and pad.
3. conduit saddle according to claim 1, is characterized in that being embedded with anti-shearing framework (13) in described basis (11), and the described anti-shearing framework (13) of stone bolt (4) is connected.
4. conduit saddle according to claim 1, is characterized in that described tightening adds the low friction pair (12) of being convenient to eliminate thermal walking between piece (9) and lower cushion block (5).
5. conduit saddle according to claim 1, is characterized in that adding lower bolster (7) on described base plate (8).
6. conduit saddle according to claim 1, is characterized in that the bottom of described lower cushion block (5) is provided with the blind hole entering for lower damping element.
CN201420339129.0U 2014-06-24 2014-06-24 High-pressure or ultrahigh-pressure shock absorption pipe carrier Expired - Fee Related CN203907028U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420339129.0U CN203907028U (en) 2014-06-24 2014-06-24 High-pressure or ultrahigh-pressure shock absorption pipe carrier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420339129.0U CN203907028U (en) 2014-06-24 2014-06-24 High-pressure or ultrahigh-pressure shock absorption pipe carrier

Publications (1)

Publication Number Publication Date
CN203907028U true CN203907028U (en) 2014-10-29

Family

ID=51781306

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420339129.0U Expired - Fee Related CN203907028U (en) 2014-06-24 2014-06-24 High-pressure or ultrahigh-pressure shock absorption pipe carrier

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CN (1) CN203907028U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105697876A (en) * 2016-05-03 2016-06-22 重庆耐德能源装备集成有限公司 High-pressure pipeline
CN105822721A (en) * 2016-02-19 2016-08-03 云南大红山管道有限公司 Vibration reducing device of long-distance pulp pipe
CN106429277A (en) * 2016-12-05 2017-02-22 南京德西联智能科技有限公司 Natural gas liquefaction device transportation device capable of improving stability
CN108799401A (en) * 2017-04-26 2018-11-13 全球能源互联网研究院有限公司 A kind of high voltage electric equipment seismic isolation device
CN112628471A (en) * 2020-11-27 2021-04-09 南京中特化工动力设备有限公司 Forged steel clamping block vibration reduction pipe carrier capable of realizing displacement in any direction

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105822721A (en) * 2016-02-19 2016-08-03 云南大红山管道有限公司 Vibration reducing device of long-distance pulp pipe
CN105697876A (en) * 2016-05-03 2016-06-22 重庆耐德能源装备集成有限公司 High-pressure pipeline
CN105697876B (en) * 2016-05-03 2018-07-10 重庆耐德能源装备集成有限公司 A kind of pressure piping
CN106429277A (en) * 2016-12-05 2017-02-22 南京德西联智能科技有限公司 Natural gas liquefaction device transportation device capable of improving stability
CN108799401A (en) * 2017-04-26 2018-11-13 全球能源互联网研究院有限公司 A kind of high voltage electric equipment seismic isolation device
CN112628471A (en) * 2020-11-27 2021-04-09 南京中特化工动力设备有限公司 Forged steel clamping block vibration reduction pipe carrier capable of realizing displacement in any direction

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20220713

Address after: 211178 Feiying Road, Binjiang Economic Development Zone, Jiangning District, Nanjing City, Jiangsu Province

Patentee after: JIANGSU SUNPOWER PIPING TECHNOLOGY Co.,Ltd.

Address before: 211112, No. 2111, good faith Road, Jiangning District, Jiangsu, Nanjing

Patentee before: JIANGSU SUNPOWER TECHNOLOGY Co.,Ltd.

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

Granted publication date: 20141029