CN107166095A - A kind of multidirectional anti-rock support - Google Patents
A kind of multidirectional anti-rock support Download PDFInfo
- Publication number
- CN107166095A CN107166095A CN201710506109.6A CN201710506109A CN107166095A CN 107166095 A CN107166095 A CN 107166095A CN 201710506109 A CN201710506109 A CN 201710506109A CN 107166095 A CN107166095 A CN 107166095A
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- China
- Prior art keywords
- oblique pull
- pull component
- suspending assembly
- component
- screw rod
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/02—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Supports For Pipes And Cables (AREA)
Abstract
The invention discloses a kind of multidirectional anti-rock support, it includes hinge formula antidetonation pipe clamp, vertical suspending assembly and four-way oblique pull component, one end of vertical suspending assembly is connected with concrete floor, the other end of vertical suspending assembly is connected with hinge formula antidetonation pipe clamp, four-way oblique pull component includes the first oblique pull component, second oblique pull component, 3rd oblique pull component and the 4th oblique pull component, first oblique pull component, second oblique pull component, one end of 3rd oblique pull component and the 4th oblique pull component is connected with concrete floor respectively, bottom of its other end respectively with vertical suspending assembly is connected.Therefore, compared with prior art, when pipeline is impacted or occurs earthquake, nondirectional rock will not occur for pipeline.
Description
Technical field
The present invention relates to para-seismic support field, and in particular to a kind of multidirectional anti-rock support.
Background technology
In the horizontal pipe laying of building, one suspending assembly typically is set every a segment distance, pipe clamp is installed
On suspending assembly, finally lifting pipeline is fixed on pipe clamp, this paving mode operating procedure is simple, and installation cost is low,
Used by a large amount of enterprises, but when pipeline is impacted or occurs earthquake, pipeline can occur it is nondirectional rock, can be caused when serious
The situation of shedding occurs.Therefore, it is necessary to propose a kind of new technical scheme to solve these problems.
The content of the invention
In order to solve the problem of nondirectional rock can occur for the pipeline of prior art presence, the present invention proposes a kind of multidirectional
Anti-rock support.
To achieve these goals, the technical proposal of the invention is realized in this way：A kind of multidirectional anti-rock support, including
Hinge formula antidetonation pipe clamp, vertical suspending assembly and four-way oblique pull component, one end of the vertical suspending assembly and concrete floor
It is connected, the other end of the vertical suspending assembly is connected with the hinge formula antidetonation pipe clamp, the four-way oblique pull component includes first
Oblique pull component, the second oblique pull component, the 3rd oblique pull component and the 4th oblique pull component, the first oblique pull component, the second oblique pull
One end of component, the 3rd oblique pull component and the 4th oblique pull component is connected with concrete floor respectively, its other end respectively with institute
The bottom for stating vertical suspending assembly is connected.
It is preferred that, the first oblique pull component and the 3rd oblique pull the component line centered on the axis of the vertical suspending assembly
It is symmetrical arranged, the line centered on the axis of the vertical suspending assembly is symmetrically set the second oblique pull component with the 4th oblique pull component
Put.
It is preferred that, the vertical suspending assembly includes lipped channel, the first bindiny mechanism, expansion anchor and the second connection
Mechanism, one end of the expansion anchor is connected with concrete floor, and its other end passes through the first bindiny mechanism and the crimping groove
One end of steel is connected, and the other end of the lipped channel is connected by second bindiny mechanism with the hinge formula antidetonation pipe clamp.
It is preferred that, first bindiny mechanism holds out against lock, described first including screw rod joint, the first screw rod and first
One end of screw rod is connected by the screw rod joint with the expansion anchor, and the other end of first screw rod passes through described first
Lock is held out against with the lipped channel to be connected.
It is preferred that, second bindiny mechanism holds out against lock, the hinge formula antidetonation including the second screw rod, nut and second
Through hole is offered at the top of pipe clamp, one end of second screw rod holds out against lock by second and is connected with the lipped channel, its
The other end is connected through through hole and with the nut.
It is preferred that, the first oblique pull component, the second oblique pull component, the 3rd oblique pull component and the 4th oblique pull component difference
Including penetration type crab-bolt, steel wire rope, antidetonation screw rod oblique pull part and anti-seismic anchor rod oblique pull part, described penetration type crab-bolt one end is with mixing
Solidifying Tulou plate is connected, and its other end is connected by the antidetonation screw rod oblique pull part with one end of the steel wire rope, the steel wire rope
The other end be connected by the anti-seismic anchor rod oblique pull part with the bottom of the vertical suspending assembly.
Compared with prior art, present invention tool has the advantage that：
Multidirectional anti-rock support proposed by the present invention includes hinge formula antidetonation pipe clamp, vertical suspending assembly and four-way oblique pull group
Part, one end of vertical suspending assembly is connected with concrete floor, and the other end of vertical suspending assembly is connected with hinge formula antidetonation pipe clamp,
Four-way oblique pull component includes the first oblique pull component, the second oblique pull component, the 3rd oblique pull component and the 4th oblique pull component, and first is oblique
One end of component, the second oblique pull component, the 3rd oblique pull component and the 4th oblique pull component is drawn to be connected respectively with concrete floor, its
Bottom of the other end respectively with vertical suspending assembly is connected.So, when pipeline is impacted or occurs earthquake, always there is one or many
The pulling force in individual direction maintains pipeline at steady state, it is to avoid the situation that pipeline is rocked occurs.Therefore, compared with prior art,
When pipeline is impacted or occurs earthquake, nondirectional rock will not occur for pipeline.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is use state front view of the invention；
Fig. 2 is the partial structural diagram of part A in Fig. 1.
In figure：1- cuts with scissors formula antidetonation pipe clamp, the vertical suspending assemblies of 2-, 3- four-way oblique pull components, 4- concrete floors, 21- volumes
Side channel-section steel, the bindiny mechanisms of 22- first, the bindiny mechanisms of 23- second, 31- the first oblique pull components, 32- the second oblique pull components, 33-
Three oblique pull components, the oblique pull components of 34- the 4th.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not paid
Embodiment, belongs to the scope of protection of the invention.
As depicted in figs. 1 and 2, a kind of multidirectional anti-rock support proposed by the present invention, including it is hinge formula antidetonation pipe clamp 1, vertical
Suspending assembly 2 and four-way oblique pull component 3, one end of vertical suspending assembly 2 are connected with concrete floor 4, vertical suspending assembly 2
The other end be connected with hinge formula antidetonation pipe clamp 1, four-way oblique pull component 3 includes the first oblique pull component 31, the second oblique pull component 32, the
Three oblique pull components 33 and the 4th oblique pull component 34, the first oblique pull component 31, the second oblique pull component 32, the 3rd oblique pull component 33 with
And the 4th one end of oblique pull component 34 be connected respectively with concrete floor 4, the bottom of its other end respectively with vertical suspending assembly 2
It is connected.First oblique pull component 31, the second oblique pull component 32, the 3rd oblique pull component 33 and the 4th oblique pull component 34 are on the water surface
Projection is mutually perpendicular to or on the same line.Four-way oblique pull component 3 can not only prevent pipeline from rocking, and also disperse vertical
The bearing capacity of suspending assembly 2, mitigates the burden of vertical suspending assembly 2.
As depicted in figs. 1 and 2, the first oblique pull component 31 and the 3rd oblique pull component 33 using the axis of vertical suspending assembly 2 as
Center line is symmetrical arranged, the second oblique pull component 32 and the 4th oblique pull component 34 line pair centered on the axis of vertical suspending assembly 2
Claim to set.The pulling force that so hinge formula antidetonation pipe clamp 1 is subject to is evenly.
As shown in figure 1, vertical suspending assembly 2 includes lipped channel 21, the first bindiny mechanism 22, expansion anchor and second
Bindiny mechanism 23, one end of expansion anchor is connected with concrete floor 4, and its other end passes through the first bindiny mechanism 22 and crimping groove
One end of steel 21 is connected, and the other end of lipped channel 21 is connected by the second bindiny mechanism 23 with hinge formula antidetonation pipe clamp 1.
As shown in figure 1, the first bindiny mechanism 22 holds out against lock, the first spiral shell including screw rod joint, the first screw rod and first
One end of bar is connected by screw rod joint with expansion anchor, and the other end of the first screw rod holds out against lock and lipped channel by first
21 are connected.First, which holds out against lock, includes termination, fastening screw and holds out against part, institute for hold out against the first screw rod or the second screw rod
State and screw offered on termination, one end of the fastening screw is connected through the termination and with holding out against part by the screw,
Offer to accommodate the groove of the crimping of the lipped channel 21 on the upper surface of the termination.
As shown in figure 1, the second bindiny mechanism 23 holds out against lock including the second screw rod, nut and second, formula shock resistant tube is cut with scissors
The top of folder 1 offers through hole, and one end of the second screw rod holds out against lock by second and is connected with lipped channel 21, and its other end is worn
Cross through hole and be connected with nut.Second, which holds out against lock, includes termination, fastening screw and for holding out against the first screw rod or the second spiral shell
Holding out against for bar offers screw on part, the termination, the termination is run through simultaneously in one end of the fastening screw by the screw
It is connected with holding out against part, offers to accommodate the groove of the crimping of the lipped channel 21 on the upper surface of the termination.
As depicted in figs. 1 and 2, the first oblique pull component 31, the second oblique pull component 32, the 3rd oblique pull component 33 and the 4th are oblique
Component 34 is drawn to include penetration type crab-bolt, steel wire rope, antidetonation screw rod oblique pull part and anti-seismic anchor rod oblique pull part, penetration type crab-bolt respectively
One end is connected with concrete floor 4, and its other end is connected by antidetonation screw rod oblique pull part with one end of steel wire rope, steel wire rope it is another
One end is connected by anti-seismic anchor rod oblique pull part with the bottom of vertical suspending assembly 2.
These are only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (6)
1. a kind of multidirectional anti-rock support, it is characterised in that including hinge formula antidetonation pipe clamp (1), vertical suspending assembly (2) and four
To oblique pull component (3), one end of the vertical suspending assembly (2) is connected with concrete floor, the vertical suspending assembly (2)
The other end is connected with the hinge formula antidetonation pipe clamp (1), and the four-way oblique pull component (3) includes the first oblique pull component (31), second
Oblique pull component (32), the 3rd oblique pull component (33) and the 4th oblique pull component (34) are the first oblique pull component (31), second oblique
One end of component (32), the 3rd oblique pull component (33) and the 4th oblique pull component (34) is drawn to be connected respectively with concrete floor, its
Bottom of the other end respectively with the vertical suspending assembly (2) is connected.
2. multidirectional anti-rock support according to claim 1, it is characterised in that：The first oblique pull component (31) and the 3rd
Oblique pull component (33) line centered on the axis of the vertical suspending assembly (2) is symmetrical arranged, the second oblique pull component (32)
Line is symmetrical arranged centered on the axis of the vertical suspending assembly (2) with the 4th oblique pull component (34).
3. multidirectional anti-rock support according to claim 1, it is characterised in that：The vertical suspending assembly (2) includes volume
Side channel-section steel (21), the first bindiny mechanism (22), expansion anchor and the second bindiny mechanism (23), one end of the expansion anchor with
Concrete floor is connected, and its other end is connected by the first bindiny mechanism (22) with one end of the lipped channel (21), described
The other end of lipped channel (21) is connected by second bindiny mechanism (23) with the hinge formula antidetonation pipe clamp (1).
4. multidirectional anti-rock support according to claim 3, it is characterised in that：First bindiny mechanism (22) includes spiral shell
Knock-off joint, the first screw rod and first hold out against lock, and one end of first screw rod passes through the screw rod joint and the expansion
Crab-bolt is connected, and the other end of first screw rod holds out against lock by described first and is connected with the lipped channel (21).
5. multidirectional anti-rock support according to claim 3, it is characterised in that：Second bindiny mechanism (23) includes the
Two screw rods, nut and second hold out against and offer through hole, second screw rod at the top of lock, the hinge formula antidetonation pipe clamp (1)
One end by second hold out against lock be connected with the lipped channel (21), its other end pass through through hole and with the nut phase
Even.
6. the multidirectional anti-rock support according to claim 1-5 any one, it is characterised in that：The first oblique pull component
(31), the second oblique pull component (32), the 3rd oblique pull component (33) and the 4th oblique pull component (34) respectively include penetration type crab-bolt,
Steel wire rope, antidetonation screw rod oblique pull part and anti-seismic anchor rod oblique pull part, described penetration type crab-bolt one end are connected with concrete floor, its
The other end is connected by the antidetonation screw rod oblique pull part with one end of the steel wire rope, and the other end of the steel wire rope passes through described
Anti-seismic anchor rod oblique pull part is connected with the bottom of the vertical suspending assembly (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710506109.6A CN107166095A (en) | 2017-06-28 | 2017-06-28 | A kind of multidirectional anti-rock support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710506109.6A CN107166095A (en) | 2017-06-28 | 2017-06-28 | A kind of multidirectional anti-rock support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107166095A true CN107166095A (en) | 2017-09-15 |
Family
ID=59827660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710506109.6A Pending CN107166095A (en) | 2017-06-28 | 2017-06-28 | A kind of multidirectional anti-rock support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107166095A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108131497A (en) * | 2017-11-17 | 2018-06-08 | 江苏壹鼎崮机电科技有限公司 | A kind of height-adjustable para-seismic support convenient to overhaul |
| CN108277888A (en) * | 2018-04-10 | 2018-07-13 | 苏州宾姆金属科技有限公司 | A kind of novel flexible antidetonation connector |
| CN111158042A (en) * | 2020-01-02 | 2020-05-15 | 上海工程技术大学 | Composite support system for pipeline seismic resistance and pipeline monitoring system thereof |
| CN111853368A (en) * | 2020-07-08 | 2020-10-30 | 合肥元康环境科技有限公司 | Spiral duct wire rope antidetonation mounting system |
| CN113322810A (en) * | 2021-04-22 | 2021-08-31 | 西北工业大学 | Debugging and installing system and method for stay cable of anti-seismic support |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202790919U (en) * | 2012-09-12 | 2013-03-13 | 北京城建设计研究总院有限责任公司 | Adjustable pipeline fixing support for underground tunnels |
| CN104315255A (en) * | 2014-09-30 | 2015-01-28 | 深圳优力可科技有限公司 | Anti-seismic connecting base piece and anti-seismic connecting support combined structure |
| KR20160057358A (en) * | 2016-04-20 | 2016-05-23 | 김대식 | Device for protection of vibration |
| KR20160061290A (en) * | 2016-04-29 | 2016-05-31 | 김대식 | Device for protection of vibration |
-
2017
- 2017-06-28 CN CN201710506109.6A patent/CN107166095A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202790919U (en) * | 2012-09-12 | 2013-03-13 | 北京城建设计研究总院有限责任公司 | Adjustable pipeline fixing support for underground tunnels |
| CN104315255A (en) * | 2014-09-30 | 2015-01-28 | 深圳优力可科技有限公司 | Anti-seismic connecting base piece and anti-seismic connecting support combined structure |
| KR20160057358A (en) * | 2016-04-20 | 2016-05-23 | 김대식 | Device for protection of vibration |
| KR20160061290A (en) * | 2016-04-29 | 2016-05-31 | 김대식 | Device for protection of vibration |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108131497A (en) * | 2017-11-17 | 2018-06-08 | 江苏壹鼎崮机电科技有限公司 | A kind of height-adjustable para-seismic support convenient to overhaul |
| CN108277888A (en) * | 2018-04-10 | 2018-07-13 | 苏州宾姆金属科技有限公司 | A kind of novel flexible antidetonation connector |
| CN108277888B (en) * | 2018-04-10 | 2024-05-14 | 苏州宾姆金属科技有限公司 | Novel flexible anti-seismic connecting piece |
| CN111158042A (en) * | 2020-01-02 | 2020-05-15 | 上海工程技术大学 | Composite support system for pipeline seismic resistance and pipeline monitoring system thereof |
| CN111158042B (en) * | 2020-01-02 | 2022-09-13 | 上海工程技术大学 | Composite support system for pipeline seismic resistance and pipeline monitoring system thereof |
| CN111853368A (en) * | 2020-07-08 | 2020-10-30 | 合肥元康环境科技有限公司 | Spiral duct wire rope antidetonation mounting system |
| CN111853368B (en) * | 2020-07-08 | 2021-10-01 | 合肥元康环境科技有限公司 | Spiral duct wire rope antidetonation mounting system |
| CN113322810A (en) * | 2021-04-22 | 2021-08-31 | 西北工业大学 | Debugging and installing system and method for stay cable of anti-seismic support |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170915 |
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| RJ01 | Rejection of invention patent application after publication |