CN103774681A - Novel steel cofferdam device for eliminating and reducing steel pipe pile noise in offshore wind power building - Google Patents

Novel steel cofferdam device for eliminating and reducing steel pipe pile noise in offshore wind power building Download PDF

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Publication number
CN103774681A
CN103774681A CN201410037479.6A CN201410037479A CN103774681A CN 103774681 A CN103774681 A CN 103774681A CN 201410037479 A CN201410037479 A CN 201410037479A CN 103774681 A CN103774681 A CN 103774681A
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China
Prior art keywords
steel cofferdam
pipe pile
steel
rubber
steel pipe
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CN201410037479.6A
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Chinese (zh)
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CN103774681B (en
Inventor
朱荣华
牛福维
张亮
周隆玉
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MingYang Smart Energy Group Co Ltd
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Guangdong Mingyang Wind Power Group Co Ltd
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Publication of CN103774681A publication Critical patent/CN103774681A/en
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Publication of CN103774681B publication Critical patent/CN103774681B/en
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  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a novel steel cofferdam device for eliminating and reducing steel pipe pile noise in offshore wind power building. The novel steel cofferdam device comprises a steel cofferdam, wherein a sulfur-free rubber sound absorption wedge layer formed through extrusion is attached onto the inner wall of the steel cofferdam, rubber hoses distributed in a spiral shape are arranged in the steel cofferdam, air holes are formed in the rubber hoses, compressed air enters positions between the steel pipe pile and the steel cofferdam through the rubber hoses for forming air bubbles to be used as a first sound damping device, the sulfur-free rubber sound absorption wedge layer attached on the inner wall of the steel cofferdam is used as a second sound damping device, the noise vibration generated in offshore fluid during the underground piling construction can be effectively reduced, the production cost is low, the manufacturing is easy, firmness and durability are realized, the ocean ecological system can be favorably protected, and the balance between the new energy source development and the ecological environment can be maintained.

Description

Novel offshore wind farm is subdued the steel cofferdam device of steel pipe pile noise
Technical field
The present invention relates to a kind of noise reduction apparatus, the noise reduction apparatus of particularly in a kind of offshore wind turbine foundation piling process, noise being subdued.
Background technology
At present, offshore wind turbine foundation adopts single pile more both at home and abroad, tripod, the base forms such as jacket, and these base forms mostly need to carry out underwater pile driving construction, the construct high-decibel noise that produces of underwater pile driving produces and has a strong impact on living in this marine site biology around, grievous injury and interference marine organisms, destroy marine ecosystems balance, how effectively controlling the caused noise of piling construction in marine wind electric field process of construction impacts, keep the balance between new energy development and ecological environment, become industry and need badly the problem of solution.
Summary of the invention
In order to overcome the deficiencies in the prior art, the invention provides and a kind ofly can effectively reduce the noise vibration producing in the fluid of underwater pile driving when construction coastal waters, cost of production is low, easily manufactures, and the novel offshore wind farm of firm and durable is subdued the steel cofferdam device of steel pipe pile noise.
The technical solution adopted for the present invention to solve the technical problems is:
Novel offshore wind farm is subdued a steel cofferdam device for steel pipe pile noise, comprises steel cofferdam, on described steel cofferdam inwall, be attached with one deck extrusion modling without sulphur rubber wedge absorber layer.
In described steel cofferdam, be provided with the stiffener of some longitudinal extensions.
In described steel cofferdam, be provided with some reinforcing rings.
In described steel cofferdam, be provided with the rubber hose that helical form is arranged, in described rubber hose, be provided with pore.
It is described that without sulphur rubber wedge absorber layer, without sulphur rubber sound absorption, monolithic is stacked forms by some.
The invention has the beneficial effects as follows: in steel cofferdam of the present invention, be provided with the rubber hose that helical form is arranged, in rubber hose, be provided with pore, compressed air is entered between steel pipe pile and steel cofferdam and is formed bubble by rubber hose, as first silencing apparatus, the one deck adhering on steel cofferdam inwall without sulphur rubber wedge absorber layer as second silencing means, the noise vibration producing in the fluid of coastal waters can effectively reduce underwater pile driving construction time, cost of production is low, easily manufacture, firm and durable, contribute to protect marine ecosystems, keep the balance between new energy development and ecological environment.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is that steel cofferdam assembly axis of the present invention cuts open figure;
Fig. 2 is steel cofferdam device sectional view of the present invention;
Fig. 3 is the sectional view without sulphur rubber sound absorption monolithic layer;
Fig. 4 is steel cofferdam device working state schematic representation of the present invention.
The specific embodiment
Referring to figs. 1 through Fig. 3, a kind of novel offshore wind farm is subdued the steel cofferdam device of steel pipe pile noise, comprise steel cofferdam 1, the top of steel cofferdam 1 is provided with hanger 6, on described steel cofferdam 1 inwall, be attached with one deck extrusion modling without sulphur rubber wedge absorber layer 2, it is described that without sulphur rubber wedge absorber layer 2, without sulphur rubber sound absorption, monolithic 7 is stacked forms by some.
In described steel cofferdam 1, be provided with stiffener 5 and the reinforcing ring 3 of some longitudinal extensions, the intensity as longitudinal reinforcement structure and horizontal ring-like reinforcement structure with supporting steel cofferdam 1.
In described steel cofferdam 1, be provided with the rubber hose 4 that helical form is arranged, in described rubber hose 4, be provided with pore, rubber hose 4 is pressed helical form around rising along stiffener 5 in steel cofferdam 1 bottom after a circle.
With reference to Fig. 4, when work, district 10 is under water put into in steel cofferdam 1 lower end, make its contact ocean, bottom mud inferior segment 12, between steel cofferdam 1 and steel pipe pile 9, be full of seawater, in pile hammer 8, steel pipe pile 9 is squeezed in mud inferior segment 12 processes of ocean, compressed air is entered between steel pipe pile 9 and steel cofferdam 1 and is formed bubble 11 by the pore in rubber hose 4, these bubbles 11 are as first silencing apparatus, the one deck adhering on steel cofferdam inwall without sulphur rubber wedge absorber layer as second silencing means, the noise vibration producing in the fluid of coastal waters can effectively reduce underwater pile driving construction time, cost of production is low, easily manufacture, firm and durable, contribute to protect marine ecosystems, keep the balance between new energy development and ecological environment.

Claims (5)

1. novel offshore wind farm is subdued a steel cofferdam device for steel pipe pile noise, it is characterized in that it comprises steel cofferdam (1), on described steel cofferdam (1) inwall, is attached with one deck without sulphur rubber wedge absorber layer (2).
2. steel cofferdam device according to claim 1, is characterized in that being provided with in described steel cofferdam (1) stiffener (5) of some longitudinal extensions.
3. steel cofferdam device according to claim 1, is characterized in that being provided with in described steel cofferdam (1) some reinforcing rings (3).
4. steel cofferdam device according to claim 1, is characterized in that being provided with the rubber hose (4) that helical form is arranged in described steel cofferdam (1), and described rubber hose is provided with pore on (4).
5. steel cofferdam device according to claim 1, it is characterized in that described without sulphur rubber wedge absorber layer (2) by some without stacked formation of sulphur rubber sound absorption monolithic (7).
CN201410037479.6A 2014-01-27 2014-01-27 The steel cofferdam device of offshore wind farm abatement steel pipe pile noise Active CN103774681B (en)

Priority Applications (1)

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CN201410037479.6A CN103774681B (en) 2014-01-27 2014-01-27 The steel cofferdam device of offshore wind farm abatement steel pipe pile noise

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Application Number Priority Date Filing Date Title
CN201410037479.6A CN103774681B (en) 2014-01-27 2014-01-27 The steel cofferdam device of offshore wind farm abatement steel pipe pile noise

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CN103774681B CN103774681B (en) 2016-01-20

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104269166A (en) * 2014-10-11 2015-01-07 国家电网公司 Dual-layer three-dimensional noise reduction protection screen
CN110670591A (en) * 2019-09-26 2020-01-10 河海大学 Novel pile noise reduction device
CN112253398A (en) * 2020-09-11 2021-01-22 明阳智慧能源集团股份公司 Automatic internal gas emission method for single pile foundation of offshore wind turbine generator system

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* Cited by examiner, † Cited by third party
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CN102754593A (en) * 2012-07-24 2012-10-31 陕西师范大学 Ultrasound mutation breeding device
CN202530590U (en) * 2011-12-30 2012-11-14 上海声望声学工程有限公司 Wedge absorber and installation structure thereof
EP2657410A2 (en) * 2012-04-26 2013-10-30 Bilfinger SE Device for reducing the propagation of sound, vibration and pressure shocks in a liquid
CN203701114U (en) * 2014-01-27 2014-07-09 广东明阳风电产业集团有限公司 Novel offshore wind power steel pipe pile noise removing steel cofferdam device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202530590U (en) * 2011-12-30 2012-11-14 上海声望声学工程有限公司 Wedge absorber and installation structure thereof
EP2657410A2 (en) * 2012-04-26 2013-10-30 Bilfinger SE Device for reducing the propagation of sound, vibration and pressure shocks in a liquid
CN102754593A (en) * 2012-07-24 2012-10-31 陕西师范大学 Ultrasound mutation breeding device
CN203701114U (en) * 2014-01-27 2014-07-09 广东明阳风电产业集团有限公司 Novel offshore wind power steel pipe pile noise removing steel cofferdam device

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104269166A (en) * 2014-10-11 2015-01-07 国家电网公司 Dual-layer three-dimensional noise reduction protection screen
CN110670591A (en) * 2019-09-26 2020-01-10 河海大学 Novel pile noise reduction device
CN112253398A (en) * 2020-09-11 2021-01-22 明阳智慧能源集团股份公司 Automatic internal gas emission method for single pile foundation of offshore wind turbine generator system
CN112253398B (en) * 2020-09-11 2022-04-29 明阳智慧能源集团股份公司 Automatic internal gas emission method for single pile foundation of offshore wind turbine generator system

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Address after: 528437 Torch Road, Torch Development Zone, Guangdong, Zhongshan, No. 22

Patentee after: Ming Yang wisdom Energy Group AG

Address before: 528400 Torch Road, Torch Development Zone, Guangdong, Zhongshan, No. 22

Patentee before: Guangdong Mingyang Wind Power Group Co., Ltd.