CN107893878A - Pipe gallery subtracts shock insulation support - Google Patents
Pipe gallery subtracts shock insulation support Download PDFInfo
- Publication number
- CN107893878A CN107893878A CN201711309942.8A CN201711309942A CN107893878A CN 107893878 A CN107893878 A CN 107893878A CN 201711309942 A CN201711309942 A CN 201711309942A CN 107893878 A CN107893878 A CN 107893878A
- Authority
- CN
- China
- Prior art keywords
- shock
- pipe gallery
- steel frame
- profile steel
- horizontal stand
- 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.)
- Pending
Links
- 230000035939 shock Effects 0.000 title claims abstract description 57
- 238000009413 insulation Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 230000000694 effects Effects 0.000 abstract description 7
- 230000000712 assembly Effects 0.000 abstract description 5
- 238000000429 assembly Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 5
- 238000013016 damping Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
Abstract
The present invention relates to a kind of pipe gallery to subtract shock insulation support, including profile steel frame, horizontal stand crossbeam and shock-resistant slant support component；Horizontal stand crossbeam is installed on profile steel frame side, vertical with profile steel frame, installs and shock insulation buffer element is set at node；Shock-resistant slant support component is arranged between horizontal stand below the crossbeam and profile steel frame.The present invention is absorbed the effect of earthquake or other forms vibrations to piping lane internal stent by way of damping, shock insulation, energy-absorbing, is reached anti seismic efficiency, is played the purpose of protection structure stability；Modularized design, form avoid Site Welding compared to traditional structure, are constructed by bolts assemblies formula, realize rapid construction, repair and replacement are conveniently.
Description
Technical field
The present invention relates to a kind of pipe gallery to subtract shock insulation support, and in particular to a kind of pipe gallery subtracts shock insulation support.
Background technology
At present, the Urban Underground pipe gallery construction in China, which is in, rises section, and the construction of pipe gallery is built to city
If having great significance, Underground Space Resource can be rationally utilized, is had to solving the problems such as traffic congestion, line construction confusion
Very big effect.Support is then the important component inside underground pipe gallery, plays all kinds of pipelines inside support piping lane
Effect, be one of the important component for ensureing pipe gallery normal work.
Support configurations at this stage inside piping lane are relatively simple single, only can guarantee that the pipe under normal natural conditions
Corridor work operation, to dealing with emergency situations（Such as run into earthquake, blast disaster）, the rigidity of structure and Intensity Design are substantially insufficient,
There can be the hidden danger such as pipeline is scattered, structure collapses, so both increase the maintenance cost in later stage, also have impact on whole public municipal administration
Operation, made troubles to resident living.
The content of the invention
It is an object of the invention to provide a kind of pipe gallery to subtract shock insulation support, by ground by way of damping, shock insulation, energy-absorbing
The effect of shake or other forms vibrations to piping lane internal stent absorbs, and reaches anti seismic efficiency, plays protection structure stability
Purpose.
The technical solution adopted in the present invention is：
Pipe gallery subtracts shock insulation support, it is characterised in that：
Including profile steel frame, horizontal stand crossbeam and shock-resistant slant support component；
Horizontal stand crossbeam is installed on profile steel frame side, vertical with profile steel frame, installs and shock insulation buffer element is set at node；
Shock-resistant slant support component is arranged between horizontal stand below the crossbeam and profile steel frame.
Shock-resistant slant support component is arranged between horizontal stand crossbeam side and pipe gallery wall.
Profile steel frame is installed to pipe gallery wall by pre-embedded steel slab.
Shock-resistant slant support component includes two sections of antidetonation tilt props, respectively upper antidetonation tilt prop and lower antidetonation tilt prop, upper anti-
Shake tilt prop and lower antidetonation tilt prop are mutually lapped and are attached by bolt assembly, and lap-joint's pad is provided with diagonal brace cushion pad.
Shock-resistant slant support component both ends are hinged with horizontal stand crossbeam and profile steel frame respectively by connecting plate and bolt assembly.
Shock-resistant slant support component both ends by connecting plate and bolt assembly respectively with horizontal stand crossbeam and pipe gallery wall
It is be hinged.
Horizontal stand crossbeam top surface outer end is provided with stopping means.
The present invention has advantages below：
（1）Possesses isolating affection：
When shaking, by buffer element stress and deformation consumption vibration energy, the seismic energy for making to be delivered in structure is big
It is big to reduce, realize isolating affection.
（2）Possesses damping effect：
When remaining seismic energy is delivered on device, is consumed energy, subtracted by the movement of shock-resistant slant support component and the deformation of dissipative cell
The seismic response of few device, realizes damping effect.
（3）Recoverability
Design be resistant to shock loads in the range of, vibrations terminate rear device structure type can simply adjust after return to it is original
Position, reduce manual maintenance's cost.
（4）The simple and practical property of form is strong
The present invention is modularized design, and form avoids Site Welding compared to traditional structure, is constructed by bolts assemblies formula, is realized
Rapid construction, repair and replacement are convenient.
Brief description of the drawings
Fig. 1 is the structure chart that the present invention includes one group of shock-resistant slant support component.
Fig. 2 is the structure chart that the present invention includes two groups of shock-resistant slant support components.
In figure：1- profile steel frames, 2- shock insulation buffer elements, 3- horizontal stand crossbeams, 4- stopping means, 5- upper junction plates,
6- upper junction plate link bolts, 7- upper junction plate nut assemblies, the upper antidetonation tilt props of 8-, 9- diagonal brace cushion pads, the upper shock-resistant slants of 10-
Fagging connecting bolt, the upper antidetonation tilt prop nut assemblies of 11-, antidetonation tilt prop connecting bolt under 12-, antidetonation tilt prop under 13-
Nut assembly, antidetonation tilt prop under 14-, 15- lower connecting plate link bolts, 16- lower connecting plate nut assemblies, 17- lower connecting plates,
18- pipe gallery walls.
Embodiment
With reference to embodiment, the present invention will be described in detail.
A kind of pipe gallery of the present invention subtracts shock insulation support, including profile steel frame 1, horizontal stand crossbeam 3 and antidetonation
Diagonal brace component.Profile steel frame 1 is installed to pipe gallery wall 18 by pre-embedded steel slab.Horizontal stand crossbeam 3 is installed on shaped steel steel
The side of frame 1, it is vertical with profile steel frame 1, install and shock insulation buffer element 2 is set at node.The top surface outer end of horizontal stand crossbeam 3 is set
Limited location device 4.
Shock-resistant slant support component can only vertical direction be arranged, as needed, horizontal both direction can also be arranged simultaneously vertically.
When setting one group of shock-resistant slant support component, shock-resistant slant support component is arranged between the lower section of horizontal stand crossbeam 3 and profile steel frame 1.If
When putting two groups of shock-resistant slant support components, another group of shock-resistant slant support component, which may be disposed at, is arranged at the side of horizontal stand crossbeam 3 and synthesis
Between piping lane wall 18.
Shock-resistant slant support component includes two sections of antidetonation tilt props, respectively upper antidetonation tilt prop 8 and lower antidetonation tilt prop 14, on
Antidetonation tilt prop 8 and lower antidetonation tilt prop 14 are mutually lapped and are attached by bolt assembly, and lap-joint's pad delays provided with diagonal brace
Rush pad 9.
When one group of shock-resistant slant support component is set, shock-resistant slant support component both ends by connecting plate and bolt assembly respectively with level
Rack beam 3 and profile steel frame 1 are be hinged.When setting two groups of shock-resistant slant support components, another group of shock-resistant slant support component both ends pass through company
Fishplate bar and bolt assembly are be hinged with horizontal stand crossbeam 3 and pipe gallery wall 18 respectively.
In structure of the present invention, profile steel frame 1 installs the shock insulation buffer element 2 at node with horizontal stand crossbeam 3
It is main antidetonation element with shock-resistant slant support component, produces deformation and energy-absorbing when vibrations, serve the effect of antidetonation.Pass through
Set at two to ensure supporting structure anti-seismic performance：First, shock insulation buffer element reduces the load that seismic wave is delivered on support,
Second, part seismic energy is consumed by the deformation of shock-resistant slant support component and displacement.So as to reduce earthquake to pipe gallery frame upper
The damage of pipeline etc..
Specifically installation steps are：
（1）Connecting plate is pre-welded to the pre-buried of profile steel frame 1, horizontal stand crossbeam 3 or pipe gallery wall 18 in advance
On steel plate.
（2）Profile steel frame 1 is fixedly installed to the reserved pre-embedded steel slab opening position of piping lane side wall.
（3）Shock insulation buffer unit 2 and horizontal stand crossbeam 3 are connected, and it is installed in profile steel frame 1 in the lump.
（4）Two sections of antidetonation tilt props are overlapped, and are attached with diagonal brace cushion pad 9 with bolt, form diagonal brace component.
（5）By step（4）Connect the connecting plate bolt on the shock-resistant slant support component one end and horizontal stand crossbeam 3 completed
Member hinges, the connecting plate on the other end and profile steel frame 1 are hinged with bolt.
Present disclosure is not limited to cited by embodiment, and those of ordinary skill in the art are by reading description of the invention
And any equivalent conversion taken technical solution of the present invention, it is that claim of the invention is covered.
Claims (7)
1. pipe gallery subtracts shock insulation support, it is characterised in that：
Including profile steel frame（1）, horizontal stand crossbeam（3）With shock-resistant slant support component；
Horizontal stand crossbeam（3）It is installed on profile steel frame（1）Side, with profile steel frame（1）Vertically, install and shock insulation is set at node
Buffer element（2）；
Shock-resistant slant support component is arranged at horizontal stand crossbeam（3）Lower section and profile steel frame（1）Between.
2. pipe gallery according to claim 1 subtracts shock insulation support, it is characterised in that：
Shock-resistant slant support component is arranged at horizontal stand crossbeam（3）Side and pipe gallery wall（18）Between.
3. pipe gallery according to claim 1 subtracts shock insulation support, it is characterised in that：
Profile steel frame（1）Pipe gallery wall is installed to by pre-embedded steel slab（18）.
4. pipe gallery according to claim 1 subtracts shock insulation support, it is characterised in that：
Shock-resistant slant support component includes two sections of antidetonation tilt props, respectively upper antidetonation tilt prop（8）With lower antidetonation tilt prop（14）, on
Antidetonation tilt prop（8）With lower antidetonation tilt prop（14）It is mutually lapped and is attached by bolt assembly, lap-joint's pad is provided with oblique
Support cushion pad（9）.
5. pipe gallery according to claim 1 subtracts shock insulation support, it is characterised in that：
Shock-resistant slant support component both ends by connecting plate and bolt assembly respectively with horizontal stand crossbeam（3）And profile steel frame（1）Hinge
Connect.
6. pipe gallery according to claim 2 subtracts shock insulation support, it is characterised in that：
Shock-resistant slant support component both ends by connecting plate and bolt assembly respectively with horizontal stand crossbeam（3）With pipe gallery wall
（18）It is be hinged.
7. pipe gallery according to claim 1 subtracts shock insulation support, it is characterised in that：
Horizontal stand crossbeam（3）Top surface outer end is provided with stopping means（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711309942.8A CN107893878A (en) | 2017-12-11 | 2017-12-11 | Pipe gallery subtracts shock insulation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711309942.8A CN107893878A (en) | 2017-12-11 | 2017-12-11 | Pipe gallery subtracts shock insulation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107893878A true CN107893878A (en) | 2018-04-10 |
Family
ID=61807240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711309942.8A Pending CN107893878A (en) | 2017-12-11 | 2017-12-11 | Pipe gallery subtracts shock insulation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107893878A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110893945A (en) * | 2018-09-13 | 2020-03-20 | 南通中集罐式储运设备制造有限公司 | Tank container and frame thereof |
| CN112900488A (en) * | 2021-01-16 | 2021-06-04 | 北京工业大学 | Self-resetting anti-seismic support for underground comprehensive pipe gallery internal pipeline |
| CN114232678A (en) * | 2021-11-22 | 2022-03-25 | 贺灵 | Prefabricated member of comprehensive pipe rack |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2510774Y (en) * | 2001-12-02 | 2002-09-11 | 刘伟 | Window-type air conditioner support |
| DE202005017683U1 (en) * | 2005-11-11 | 2006-01-05 | Wundling, Herbert | Diagonal brace for pipe mounting comprises swiveling bracket attached to ceiling with threaded pin at its base which engages with lower pivoted on pipe clamp, nut allowing connection to be adjusted |
| CN2937284Y (en) * | 2006-08-25 | 2007-08-22 | 王卫生 | Anti-vibration structure of building curtain wall |
| CN204592564U (en) * | 2015-05-11 | 2015-08-26 | 中建安装工程有限公司 | The damping tube duct device of Subway Tunnel |
| CN204875531U (en) * | 2015-07-08 | 2015-12-16 | 正平路桥建设股份有限公司 | Shaped steel runs through formula outer supporting bracket system of encorbelmenting |
| CN107248715A (en) * | 2017-07-25 | 2017-10-13 | 广东水电二局股份有限公司 | A kind of light-duty pipe gallery passage of overhead type |
| CN206608615U (en) * | 2017-03-14 | 2017-11-03 | 云南建投安装股份有限公司 | Underground pipe gallery support erector shelves |
| CN207648263U (en) * | 2017-12-11 | 2018-07-24 | 西安中交土木科技有限公司 | A kind of pipe gallery subtracts shock insulation holder |
-
2017
- 2017-12-11 CN CN201711309942.8A patent/CN107893878A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2510774Y (en) * | 2001-12-02 | 2002-09-11 | 刘伟 | Window-type air conditioner support |
| DE202005017683U1 (en) * | 2005-11-11 | 2006-01-05 | Wundling, Herbert | Diagonal brace for pipe mounting comprises swiveling bracket attached to ceiling with threaded pin at its base which engages with lower pivoted on pipe clamp, nut allowing connection to be adjusted |
| CN2937284Y (en) * | 2006-08-25 | 2007-08-22 | 王卫生 | Anti-vibration structure of building curtain wall |
| CN204592564U (en) * | 2015-05-11 | 2015-08-26 | 中建安装工程有限公司 | The damping tube duct device of Subway Tunnel |
| CN204875531U (en) * | 2015-07-08 | 2015-12-16 | 正平路桥建设股份有限公司 | Shaped steel runs through formula outer supporting bracket system of encorbelmenting |
| CN206608615U (en) * | 2017-03-14 | 2017-11-03 | 云南建投安装股份有限公司 | Underground pipe gallery support erector shelves |
| CN107248715A (en) * | 2017-07-25 | 2017-10-13 | 广东水电二局股份有限公司 | A kind of light-duty pipe gallery passage of overhead type |
| CN207648263U (en) * | 2017-12-11 | 2018-07-24 | 西安中交土木科技有限公司 | A kind of pipe gallery subtracts shock insulation holder |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110893945A (en) * | 2018-09-13 | 2020-03-20 | 南通中集罐式储运设备制造有限公司 | Tank container and frame thereof |
| CN112900488A (en) * | 2021-01-16 | 2021-06-04 | 北京工业大学 | Self-resetting anti-seismic support for underground comprehensive pipe gallery internal pipeline |
| CN112900488B (en) * | 2021-01-16 | 2022-02-08 | 北京工业大学 | Self-resetting anti-seismic support for underground comprehensive pipe gallery internal pipeline |
| CN114232678A (en) * | 2021-11-22 | 2022-03-25 | 贺灵 | Prefabricated member of comprehensive pipe rack |
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