CN202865844U - Efficient damping device used for piling in water - Google Patents
Efficient damping device used for piling in water Download PDFInfo
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- CN202865844U CN202865844U CN 201220529728 CN201220529728U CN202865844U CN 202865844 U CN202865844 U CN 202865844U CN 201220529728 CN201220529728 CN 201220529728 CN 201220529728 U CN201220529728 U CN 201220529728U CN 202865844 U CN202865844 U CN 202865844U
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Abstract
The utility model discloses an efficient damping device used for piling in water. The efficient damping device comprises a vertically-through support capable of containing a lower pile body, a high pressure pipe and an air compressor, wherein the high pressure pipe is connected with the air compressor and wound on the support, and air outlets are formed in the high pressure pipe at intervals. The efficient damping device can effectively reduce noise of piling in water and spread ranges and strength of shock waves.
Description
Technical field
The utility model relates to the equipment that the piling work of carrying out in a kind of waters is used, the efficient vibration absorber of piling usefulness in especially a kind of water.
Background technology
Shock wave in the water that Su Xin master thesis " Xiamen sea area underwater demolition shock wave monitoring with propagation characteristic analysis " points out slungshot that the Underwater Engineering operation forms, propagate by aqueous medium, the seismic wave of propagating by water-bed rock stratum, and the current surge that forms by gas bubble pulsation etc. all can produce damage effect to surrounding environment, except the impact near building, above water craft, also can impact the staff in the Its Adjacent Waters and the marine organisms in the waters.
Yang Guangxu has provided the be hit comparison of ripple extent of injury of human body in " Underwater Engineering explosion " book (Maritime Press, 1992), sees the following form.
This book is pointed out equally, shock wave is caused injury even lethal effect to marine organisms in the water, and quote the result of study of Japanese scholars: not only injured and dead difference is very large under the effect of different fingerlings shock wave in water, even same fish, injured degree and the death of fish body on different pressurized directions also has obvious difference, roughly situation such as following table.
Because piling work mostly is the working method of impacting type, so when driving piles under water, the high frequency noise of its manufacturing can have a strong impact on the halobiontic sense of hearing, these noises can increase their pressure and change their behavior in a short time, long-term then may make them move out of originally habitat, even make their injured causing death.The noise sound source of impacting type piling results from airborne bump contact point, and the vibrations (shock wave) of pile body in water can outwards be propagated.The superpressure that strong ripple shake produces in the water can affect marine organisms, especially the echolocation system of dolphin.When they were too near apart from shock wave, air bladder can burst or shrivel, and this can cause dead generation.Therefore the spread scope and the intensity that how effectively to reduce the noise of impacting type piling work in the water and shock wave are particularly important.
The utility model content
The purpose of this utility model provides the efficient vibration absorber of piling usefulness in the water of a kind of spread scope that can effectively reduce in the water noise that piling produces and shock wave and intensity.
For achieving the above object, the technical scheme that the utility model adopts is: the efficient vibration absorber of piling usefulness in a kind of water, comprise the support that communicates up and down, high-voltage tube and the air compressor machine that can hold lower pile body, and described high-voltage tube is connected with air compressor machine; High-voltage tube is located on the support, is interval with venthole at high-voltage tube.
Preferably, be connected by the bellows chamber device between described high-voltage tube and the air compressor machine.
Preferably, described support is comprised of underframe and side frame, and underframe welds together the support that formation communicates up and down with side frame.
Preferably, the top of described side frame also is provided with several hangers, is used for the whole vibration absorber of conveniently slinging.
Preferably, described bellows chamber device comprises the bellows chamber body, this bellows chamber body one end perforate is connected with air compressor machine, the perforate of the other end is connected with high-voltage tube, adopt the bellows chamber device of this structure can add the air inlet air pressure of air pipe and guarantee the air inflow of tracheae, so that tracheae produces the high-quality bubble that can satisfy the noise abatement requirement.
Preferably, the spacing of two ventholes is 5CM on the described high-voltage tube, and the bore dia of venthole is 3CM.
Preferably, described support is shaped as cuboid.
Preferably, described support is shaped as cylinder.
After the utility model adopted said structure, by the support that communicates up and down, high-voltage tube and the air compressor machine that can hold lower pile body is set, described high-voltage tube was connected with air compressor machine; High-voltage tube is coiled on the support, is interval with venthole at high-voltage tube; Like this tracheae is embedded in the pillar fully, compares the bore of the existing tracheae pillar that uses and greatly dwindle so that insert intraoral whole intubate bore, oral intubation can be not excessive and patient is felt under the weather yet like this.When adopting the utility model to carry out piling work, pile body is positioned in the middle of the support, supplies with compressed air by air compressor machine to high-voltage tube, forms a circle air curtain wall around pile body, the water-borne noise that reducing drives piles produces and spread scope and the intensity of shock wave.Can reach 11%～50% than the noise peak acoustic pressure attenuation that does not adopt the utility model vibration absorber.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail:
Fig. 1 is the utility model structural representation;
Fig. 2 is the structure chart of the utility model bellows chamber device;
Fig. 3 is the utility model supporting structure schematic diagram;
Fig. 4 is the utility model high-voltage tube structural representation;
Fig. 5 is the utility model operating principle schematic diagram;
Fig. 6 is noise monitor layout plan under water;
Fig. 7 is the vertical arrangement diagram of noise monitor under water.
Among the figure: 1 support, 11 underframes, 12 side frames, 13 hangers, 2 high-voltage tubes, 21 ventholes, 3 air compressor machines, 4 bellows chamber devices, 41 bellows chamber bodies, 5 pile bodies, 6 bubbles.
The specific embodiment
Shown in Fig. 1,2,3 and 4, the efficient vibration absorber of piling usefulness comprises the support that communicates up and down 1, high-voltage tube 2 and the air compressor machine 3 that can hold lower pile body in the water of the present utility model, and described high-voltage tube 2 is connected with air compressor machine 3; High-voltage tube 2 coilings also are fixed on the support 1, are interval with venthole 21 at high-voltage tube 2.In the present embodiment, be connected by bellows chamber device 4 between high-voltage tube 2 and the air compressor machine 3, this bellows chamber device 4 comprises bellows chamber body 41, and these bellows chamber body 41 1 end perforates are connected with air compressor machine 3, and the perforate of the other end is connected with high-voltage tube 2; It is 14cm that bellows chamber device 4 adopts diameter, and wall thickness is that the steel pipe manufacturing of 8mm forms; The 4 one end perforates of bellows chamber device connect air compressor machine 3, and the other end is opened the 42mm diplopore and connect high-voltage tube 2 by valve.Above-mentioned support 1 is comprised of underframe 11 and side frame 12, and underframe 11 welds together with side frame 12.Be provided with several hangers 13 at the top of side frame 11.Be 5CM in the spacing between two ventholes 21 on the high-voltage tube 2, the bore dia of venthole 21 is 3CM.In the present embodiment, support 1 be shaped as cuboid, the shape of support 1 can also be cylinder or other cylinder body shape.
Operating principle: pile body 5 is positioned in the middle of the support, in high-voltage tube 2, be pressed into pressure-air by air compressor machine 3, gas flows out from 2 ventholes 21 of high-voltage tube, around pile body, form a circle air curtain wall (such as Fig. 5), reduce the water-borne noise of piling generation and spread scope and the intensity of shock wave, the shock wave impact that produces in the water when formation air curtain suppresses to drive piles.
Use this use novel piling concrete operation step as follows.
1, pile body location
Utilize pile driving barge (or crane barge) lifting pile body, and under the GPS auxiliary positioning, carry out the location of pile body, reach the precision of design after, loosen suspension hook, pile body sinks under Gravitative Loads.
2, lift vibration absorber of the present utility model
After pile body sinks to stopping by Gravitative Loads, the hold funeral rites wire rope of stake of solution, the lifting vibration absorber is placed in the pile body outside, and transfers to the sea bed face.
3, piling
Open air compressor machine 3, to high-voltage tube 2 input compressed-airs, around pile body, form bubble 6 curtains.Open pile hammer, carry out hammer piling, until set to design elevation.
To steel pipe inserted to play noise measuring report the test under water.
1 pile foundation place and ambient parameter
Pile foundation place: 113 ° 39 ' 18.695814 of longitude "; 022 ° 15 ' 06.653118 in latitude ";
Site environment parameter: sea situation: 4 grades, the depth of water: 4.5-5.0 rice.The seabottom geology condition: geological condition is from top to bottom: silt depth 10.60m, silt clay 7.10m, thickness of clay soil 11.9m, medium coarse sand 6.4m, clay 7.7m, silty clay layer thickness 3.7m, coarse sand 4.2m, gravel 1.2m, strong weathered granite 2.4m below is middle weathering migmatitic granite.This marine site is main channel, and various boats and ships dealings are frequent.
2 field operation equipment and relevant parameters
The working platformes (referring to Fig. 6 and 7) such as some ships and crane barge are arranged around the monitoring point;
Wherein: three boat stakes, 19 pile driving barge drafts are 3.1 meters; The 39 crane barge drafts of growing up are 1.8 meters; The workboat draft is 3.1 meters;
Fluid pressure type bump pile driver model: BSPHH30;
Steel pipe pile specification: φ 2200*25mm.
3 underwater noise monitoring results
65 meters (monitoring points one), 118 meters (monitoring points two) of the Bubble Heavy Curtain of adjusting the distance respectively, 189 meters (monitoring point three), 385 meters (monitoring point four), 498 meters (monitoring point five) and 852 meters 6 monitoring points such as (monitoring points six) 1 meter under water, 2.5 meters and 4 meters noises are measured.Monitor mainly for the noise source under following three kinds of sights:
1, background noise under water: comprise the surveying vessel self noise;
2, fluid pressure type bump piling (hereinafter to be referred as bump piling): without the vibration absorber protection, bump pile driver work and piling downwards;
Bump piling when 3, adopting the vibration absorber protection (hereinafter to be referred as the piling of Bubble Heavy Curtain bump): air compressor machine and the work of bump pile driver produce Bubble Heavy Curtain protection and piling downwards.
Shock wave monitoring result such as following table in the bump piling water
These bump piling data that obtain of monitoring are carried out the noise spectrum analysis, can draw the following conclusions: the noise energy that bump piling produces all has distribution in the 0-24KHz frequency band range, and roughly even in 0-16KHz frequency range energy distribution, the above high-frequency energy of 16KHz slightly reduces.
Relatively background noise, bump Pile Driving Noise and bump Pile Driving Noise spectrogram when adopting the vibration absorber protection (take the monitoring point two, under water 4 meters be example), the background noise spectrum level is in the 0-24kHz frequency range, be reduced to about 83dB to high frequency from 136dB by low frequency, and bump Pile Driving Noise spectrum level is reduced to about 115dB from 161dB, and bump Pile Driving Noise spectrum level is reduced to about 95dB from 156dB when adopting the vibration absorber protection.Can find out: the noise that bump piling produces makes under water that the background noise spectrum level has improved 40-25dB, and is particularly remarkable in the 2KHz-16KHz frequency band range, is up to about 40dB.And the vibration absorber head-on collision impacts decaying to about 5-20dB of a noise spectrum level.
Along with the change of monitoring distance and time, background noise, clash into Pile Driving Noise and have the bump Pile Driving Noise spectrum level in Bubble Heavy Curtain when protection that variation has also occured, concrete data see Table 2(take under water 4 meters as example).Wherein clash into Pile Driving Noise/background noise, Bubble Heavy Curtain bump Pile Driving Noise/bump Pile Driving Noise and represent respectively to clash into the decibel value that when Pile Driving Noise makes the decibel value that the background noise spectrum level improves and adopts the Bubble Heavy Curtain protection bump Pile Driving Noise spectrum level is decayed.
Table 2 0-24KH frequency range inner impact Pile Driving Noise spectrum level changes
Can find out equally from monitored data: the noise peak acoustic pressure that bump piling produces when the noise peak acoustic pressure that bump piling produces and the protection of employing vibration absorber reduces gradually along with the increase of transmission range.
Because the marine background noise is larger during monitoring, four (385 meters) and monitoring point five (498 meters) in the monitoring point, the periodic noise signal that bump piling produces when adopting the Bubble Heavy Curtain protection is submerged in the background noise, can't differentiate.Six (852 meters) in the monitoring point, the periodic noise that bump piling produces also can't be differentiated.Namely under these sights, the noise peak acoustic pressure approaches or less than marine background noise (comprising the boats and ships self noise) peak sound pressure in the water that bump piling produces.
Adopt Bubble Heavy Curtain comparatively obvious with the effect of noise peak acoustic pressure in the decay water in this bump driving test project: monitoring distance 65-189 rice, 4 meters bump Pile Driving Noise peak sound pressure attenuations are about 11%-50% under water.
Take under water 4 meters as example, when adopting the vibration absorber protection bump Pile Driving Noise peak sound pressure attenuation with the variable in distance relation shown in table 3.
Table 3 under water 4 meters clashes into the Pile Driving Noise peak sound pressure relatively.
Adopt the utility model vibration absorber can reach 11%～50% than the noise peak acoustic pressure attenuation that does not adopt the utility model vibration absorber; Monitored data according to the piling scene: adopt impacting type piling, 500 meters of distances, 4 meters under water, the underwater noise peak sound pressure that bump piling produces is 195Pa, and when adopting the vibration absorber protection, at 189 meters of distance, the peak sound pressure of bump Pile Driving Noise is 145Pa, the two all in the water of " may have minority fish injured " the shock wave pressure value (2.0 * 105Pa) and human body begin shock wave pressure value (2.4 * 105Pa) in the water of " generation fatal risk ".Can draw the following conclusions equally: the noise impact ripple is on less on 189 meters impacts that produced with the people in the external water area and fish beyond 500 meters, when adopting the Bubble Heavy Curtain protection in the water that the piling of this fluid pressure type bump produces.
The above is preferred embodiment of the present utility model; certainly can not limit with this interest field of the utility model; should be understood that; for those skilled in the art; the technical solution of the utility model is made amendment or is equal to replacement, do not break away from the protection domain of technical solutions of the utility model.
Claims (8)
1.
OnePlant the efficient vibration absorber of piling usefulness in the water, it is characterized in that: comprise the support that communicates up and down (1), high-voltage tube (2) and the air compressor machine (3) that can hold lower pile body, described high-voltage tube (2) is connected with air compressor machine (3); High-voltage tube (2) is located on the support (1), is interval with venthole (21) at high-voltage tube (2).
2. the efficient vibration absorber of piling usefulness in the water according to claim 1 is characterized in that: be connected by bellows chamber device (4) between described high-voltage tube (2) and the air compressor machine (3).
3. the efficient vibration absorber of the usefulness of driving piles in the water according to claim 1, it is characterized in that: described support (1) is comprised of underframe (11) and side frame (12), and underframe (11) welds together with side frame (12).
4. the efficient vibration absorber of the usefulness of driving piles in the water according to claim 3, it is characterized in that: the top of described side frame (11) is provided with several hangers (13).
5. the efficient vibration absorber of the usefulness of driving piles in the water according to claim 2, it is characterized in that: described bellows chamber device (4) comprises bellows chamber body (41), these bellows chamber body (41) one end perforates are connected with air compressor machine (3), and the perforate of the other end is connected with high-voltage tube (2).
6. the efficient vibration absorber of the usefulness of driving piles in the water according to claim 1, it is characterized in that: the spacing of upper two ventholes of described high-voltage tube (2) (21) is 5CM, the bore dia of venthole (21) is 3CM.
7. the efficient vibration absorber of piling usefulness in the water according to claim 1 is characterized in that: described support (1) be shaped as cuboid.
8. the efficient vibration absorber of piling usefulness in the water according to claim 1 is characterized in that: described support (1) be shaped as cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220529728 CN202865844U (en) | 2012-10-17 | 2012-10-17 | Efficient damping device used for piling in water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220529728 CN202865844U (en) | 2012-10-17 | 2012-10-17 | Efficient damping device used for piling in water |
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| CN202865844U true CN202865844U (en) | 2013-04-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201220529728 Expired - Fee Related CN202865844U (en) | 2012-10-17 | 2012-10-17 | Efficient damping device used for piling in water |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266611A (en) * | 2012-10-17 | 2013-08-28 | 广东省长大公路工程有限公司 | Efficient damping device for underwater piling |
| CN103774670A (en) * | 2014-01-27 | 2014-05-07 | 广东明阳风电产业集团有限公司 | Vacuum metal ball noise reduction device for constructing offshore draught fan foundation |
-
2012
- 2012-10-17 CN CN 201220529728 patent/CN202865844U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266611A (en) * | 2012-10-17 | 2013-08-28 | 广东省长大公路工程有限公司 | Efficient damping device for underwater piling |
| CN103774670A (en) * | 2014-01-27 | 2014-05-07 | 广东明阳风电产业集团有限公司 | Vacuum metal ball noise reduction device for constructing offshore draught fan foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130410 Termination date: 20141017 |
|
| EXPY | Termination of patent right or utility model |