JPS60159218A - Sound-insulator for pile hammer - Google Patents

Sound-insulator for pile hammer

Info

Publication number
JPS60159218A
JPS60159218A JP1381984A JP1381984A JPS60159218A JP S60159218 A JPS60159218 A JP S60159218A JP 1381984 A JP1381984 A JP 1381984A JP 1381984 A JP1381984 A JP 1381984A JP S60159218 A JPS60159218 A JP S60159218A
Authority
JP
Japan
Prior art keywords
pile
sound
water
hammer
bellows
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
Application number
JP1381984A
Other languages
Japanese (ja)
Inventor
Yoshiharu Yonekubo
米窪 義春
Tsukasa Murakami
司 村上
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP1381984A priority Critical patent/JPS60159218A/en
Publication of JPS60159218A publication Critical patent/JPS60159218A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To improve working efficiency, by a method wherein a surrounding part, which is formed by a resilient material and formed in the shape of bellows, is located around a pile, a space between the pile and the surrounding part is filled with liquid, and gas is mixedly present in the liquid. CONSTITUTION:Sound insulating cylinders 9 and 9a, which is formed by a resilient material and is formed in the shape of bellows, are secured around a pile 2, and the sound-insulating cylinders are lifted and disposed in a position togetherwith a pile hammer 1. Thereafter, after, with a pump 5-1 driven, water is poured in the sound insulating cylinder 9a side through a water inlet hole 6, the pile 2 is driven through the working of the hammer 1. Simultaneously, with an air compressor 10 driven, an air 11 is sucked in water around the sound insulating cylinder 9. This causes vibration, produced along with driving of the pile 2, to be absorbed and damped by means of the sound insulating cylinders 9 and 9a, and causes damping of water hammer by dint of air bubbles.

Description

【発明の詳細な説明】 本発明はパイルハンマー用遮音装置疲の改良に関する。[Detailed description of the invention] The present invention relates to improving the fatigue of a sound insulation device for a pile hammer.

油圧式又はディーゼルエンジン式の基礎杭打ち機(以下
、パイルハンマーと呼ぶ)を使用する時には大きな騒ぎ
を、周囲にまき散らして大きな公害問題となっている。
When a hydraulic or diesel engine type foundation pile driver (hereinafter referred to as a pile hammer) is used, it makes a big noise and spreads the noise to the surrounding area, causing a major pollution problem.

従来、この騒tifY防ぐために、第1図に示すような
d音部3を用いているが、この遮音時3は次のような欠
点を持っている。
Conventionally, in order to prevent this noise, a D sound part 3 as shown in FIG. 1 has been used, but this sound insulation part 3 has the following drawbacks.

(1)重量が非常に大きい。(1) It is very heavy.

(2) 組立が容易でな(1時間がかかる。(2) It is not easy to assemble (it takes 1 hour).

(3) 製作コストが非常に高い。(3) Production cost is extremely high.

(4)運搬が容易でない。(4) It is not easy to transport.

一般に、杭打時に発生する騒音は主として、ディーゼル
式パイルハンマーの場合は排気ガスの排出音、ラム落下
打撃音、パイルハンマー1と杭(パイル)2との打・基
音であり、一方油圧式パイルハンマーの場合はパイルハ
ンマー1と杭2との打撃音などである。しかしながら、
これらの打撃部分の、騒音は該打撃部分だけから周囲に
発散されるだけでな(、杭の全表面からも発散される。
In general, the noise generated during pile driving is mainly the exhaust gas discharge sound, the ram falling impact sound, and the fundamental sound of the hammer 1 and the pile 2 in the case of a diesel pile hammer, whereas in the case of a hydraulic pile hammer In the case of a hammer, this is the impact sound between the pile hammer 1 and the pile 2. however,
The noise of these striking parts is radiated not only from the striking parts to the surroundings (but also from the entire surface of the pile).

特に、鋼管杭はコンクリート杭に比べて前記打撃音と共
鳴する場合は更に高い騒音となる。よって、前述の如く
、パイルハンマー1も含めて杭全体ヲ遮音する必要があ
る。
In particular, steel pipe piles produce higher noise than concrete piles when they resonate with the impact sound. Therefore, as mentioned above, it is necessary to insulate the entire pile including the pile hammer 1 from sound.

杭は一般に長さが30〜40mもあり、直径も50〜1
00α余のものまであり、これだけの大きいものを金属
製の遮音筒3で囲むことは容易なことではない。一方、
杭2の騒音が燈も高くなる時は一般的に抗2が沈ドして
いる時ではなく、抗2の沈下が+hつだ時であり、この
時は経験的にみてほぼ地面近くまでパイルハンマー1が
下って来ている時でもある。また、杭2の沈下にかかる
時間は杭2の打止り時に打撃する時間の数十倍である。
Piles are generally 30 to 40 meters long and 50 to 100 meters in diameter.
00α, and it is not easy to surround such a large thing with a metal sound insulating tube 3. on the other hand,
Generally speaking, when the noise from pile 2 becomes louder, it is not when pile 2 is sinking, but when pile 2 has sunk by +h, and at this time, empirically, the pile is almost close to the ground. It's also when Hammer 1 is coming down. Further, the time required for the pile 2 to sink is several tens of times longer than the time required for striking the pile 2 to stop driving.

従って、前者の場合の遮音は比較的小型の遮音筒ですむ
が、後者の場合は前記した通り、非常に大きな遮音筒と
なる。なお、第1図で4は作業機である。
Therefore, in the former case, a relatively small sound insulating cylinder is sufficient for sound insulation, but in the latter case, as described above, a very large sound insulating cylinder is required. In addition, 4 in FIG. 1 is a working machine.

本発明はこのような従来技術の欠点を解決し、取扱いお
よび運搬が容易で作業性の大幅向上を可能ならしめるパ
イルハンマー用if装置を提供するもので、本発明によ
れば、杭の周囲に弾力性材料製のジャバラ形状の囲いを
設け、該杭と該ジャバラ形状の囲いとの間に液体を満た
すとともに該液体中に気体を混在せしめてなることを特
徴とするパイルハンマー用遮音装置、が得られる。
The present invention solves the drawbacks of the prior art, and provides an IF device for a pile hammer that is easy to handle and transport and can significantly improve workability. A sound insulation device for a pile hammer, characterized in that a bellows-shaped enclosure made of an elastic material is provided, a liquid is filled between the pile and the bellows-shaped enclosure, and gas is mixed in the liquid. can get.

次に、本発明を図面によって説明する。Next, the present invention will be explained with reference to the drawings.

第2図は本発明の一実施例の縦断面図、第3図は第2図
を簡略化したS会である。
FIG. 2 is a longitudinal sectional view of one embodiment of the present invention, and FIG. 3 is a simplified S-section of FIG. 2.

菫ず、本発明の原理について述べる。Sumirezu will now describe the principle of the present invention.

液体は一般的に自己減衰効果かあるといわれている。従
って、液体を一種の吸音材として用いることができ、そ
の取扱いが非常に容易である。一方、衝撃波が液中を往
復すると、ウォーターI・ンマー現象(水撃現象)が生
じ、予期しない破壊力を生じることがあるが、これを防
ぐために核液中忙空気を吹き込んで気泡を発生させてウ
ォーターハンマーを減衰させるようにしたり、或は風船
を紐で連値して液中に埋没するようにしたり、−まだ杭
が沈゛ドするに従って、遮音筒も短(ならなければなら
ないので遮音筒を比較的伸縮が容易なジャバラ形状にし
た。従って、ジャバラ形状の遮音筒はアコーデオン或は
チョーチン灯のように非常に大きく縮むことができる。
Liquids are generally said to have a self-attenuating effect. Therefore, the liquid can be used as a kind of sound absorbing material, and its handling is very easy. On the other hand, when the shock wave moves back and forth in the liquid, the water hammer phenomenon (water hammer phenomenon) occurs, which can generate unexpected destructive force.To prevent this, air is blown into the nuclear liquid to generate bubbles. The sound insulating cylinder must be shortened (as the pile sinks), the sound insulating cylinder must be shortened, and the sound insulating cylinder must be shortened as the pile sinks. The tube has a bellows shape that is relatively easy to expand and contract.Therefore, the bellows-shaped sound insulating tube can be contracted very much like an accordion or a lantern.

以上が本発明の詳細な説明であるが、次にその構造につ
いて説明する。
The above is a detailed explanation of the present invention, and next, the structure thereof will be explained.

第2図忙おいて、杭打ち機(バイルノ1ンマー]1は油
圧式でもディーゼルエンジン式でもよい。
As shown in Fig. 2, the pile driver 1 may be a hydraulic type or a diesel engine type.

中空形の抗2が無土台の杭の場合は内側装着物は不要で
ある。6は通水孔、7./fiジャバラ形状の水槽で、
運搬しやすくするために折りたたみ式である。5−1は
水ポンプ、5−11逆止弁、5−3はML弁、5−4は
アキュムレーター、6は通水孔。
If the hollow pile 2 is a pile without a foundation, no inner attachment is required. 6 is a water hole; 7. /fi A bellows-shaped aquarium,
It is foldable for easy transportation. 5-1 is a water pump, 5-11 is a check valve, 5-3 is an ML valve, 5-4 is an accumulator, and 6 is a water hole.

7はジャバラ形状の水槽、8け充填した水、 9,9a
はジャバラ形状のJ音部、10は空気圧縮機、ゴム風船
17を埋没せしめる場合は使用は任怠である。
7 is a bellows-shaped water tank, filled with 8 tanks of water, 9, 9a
is a bellows-shaped J sound part, 10 is an air compressor, and if the rubber balloon 17 is to be buried, it is unnecessary to use it.

11は気泡又は′4!気、12は重り、13はフロート
11 is a bubble or '4! Ki, 12 is weight, 13 is float.

14は台(鉄板)、15は地面、16は空気入りゴム風
船の重りである。
14 is a stand (iron plate), 15 is the ground, and 16 is the weight of an air-filled rubber balloon.

次に、作用について説明する。Next, the effect will be explained.

先f、!f筒9e9air杭2或はバイルノ・ンマー1
に固定する。抗2と遮音m9t9aなどはパイルハンマ
ー1と一緒に吊り上げ、第2図に示すように、杭打ちの
所定位置にセットした後、ポンプ5−1で注水する。遮
音筒9a側には通水孔6から注水される。注水が終了す
ると、抗2を打ち始める。
Ahead f,! f tube 9e9air pile 2 or bailu nomaa 1
Fixed to. The resistor 2, sound insulation m9t9a, etc. are lifted together with the pile hammer 1, and as shown in FIG. 2, they are set at a predetermined position for piling, and then water is injected with the pump 5-1. Water is injected into the sound insulating cylinder 9a side from the water passage hole 6. When the water injection is finished, the counter 2 starts.

同時に空気圧縮機lOを運転し、空気11を遮音j笥9
の周囲の水の中に吹き込む。充填された水は多少漏れる
が、問題になることはない。なお、圧力が高(なると、
戻し弁5−3が作動して充填水8は水槽7に戻るように
なっている。アキュムレーター5−4はウォーターハン
マー現象から各々の弁5−2.5−3及び水ポンプ5−
1を守るためのものである。
At the same time, the air compressor IO is operated and the air 11 is sound-insulated.
blows into the surrounding water. The filled water will leak a little, but it's not a problem. In addition, if the pressure is high (if
The return valve 5-3 is operated so that the filled water 8 returns to the water tank 7. The accumulator 5-4 is connected to each valve 5-2, 5-3 and the water pump 5- from the water hammer phenomenon.
This is to protect 1.

次に、効果について述べる。Next, we will discuss the effects.

パイルハンマーlが杭2を打撃すると、抗2は丁度ジャ
バラ形状或はビール樽形状に変形し、かつその形が逆に
なったMJMツグミのような形状にも変形し、その変形
を激しくくり返す。同時に抗2本体の中を弾性波が往復
する。従って、その振動の憑幅と周波数は空気を振動さ
せるので人々はそれを音、すなわち騒音として感じとる
。よって、この振動を水及びジャバラ形状の遮#筒9,
9aで吸収、減衰させ、かつ無指向性の音にすることに
よって、音波エネルギーを分散、消耗させることができ
るので、該打撃音を急減させることができる。すなわち
、水の中を伝わる音波は約1500m7s、一方鉄の中
では5000 ”/sであるので、水は鉄の約173以
下の周波数となるから位相差が太き(、人としてはそれ
だけ刺激性のある音として感じなくなるわけである。
When the pile hammer l hits the pile 2, the pile 2 deforms into a bellows shape or a beer barrel shape, and also deforms into a shape like an MJM thrush, which is the reverse of that shape, and repeats this deformation violently. . At the same time, elastic waves reciprocate inside the main body of resistor 2. Therefore, the amplitude and frequency of these vibrations causes the air to vibrate, which people perceive as sound, or noise. Therefore, this vibration is blocked by the water and the bellows-shaped shielding tube 9,
By absorbing and attenuating the sound at 9a and making the sound omnidirectional, the sound wave energy can be dispersed and consumed, so that the impact sound can be rapidly reduced. In other words, the sound waves that travel through water are approximately 1,500 m7s, while in iron they are 5,000"/s, so water's frequency is approximately 173 or lower than that of iron, so the phase difference is large (and for humans, it is that much more irritating. This means that it no longer feels like a certain sound.

一般的に、媒体中を伝わる音の速さは次式で示される。Generally, the speed of sound traveling through a medium is expressed by the following equation.

係数、ρは媒体の密度 よって、ゴムの場合はEが小さく、ρが大きいので、音
の伝わる速度は非常忙遅く、かつ弾性波に同期して変形
しようとする際に大きなエネルギ、−全弾性波から吸収
するので、弾性波エネルギーは急速に消耗する。従って
、接触する空気をもはや振動させることができない。人
は音を聞くことができない。なお、水の場合も同様であ
る。従って、水とゴムとで形成されるgfr筒は従来の
金属製の遮音筒に比べ、非常に大きな消音効果をイ勢る
ことができる。なお、前述の通り、水及びジャバラ形遮
音筒は取扱いが容易であるので、作業能率を著しく向上
させることは明白である。さらに、同様な理由によって
、杭内側で生ずる共鳴音も発生することはないので、非
常に靜かた杭打ち作業とすることができる。
The coefficient, ρ, depends on the density of the medium; in the case of rubber, E is small and ρ is large, so the speed at which sound travels is very slow, and when trying to deform in synchronization with the elastic waves, it requires a large amount of energy, - total elasticity. As it is absorbed from the waves, the elastic wave energy is rapidly depleted. Therefore, the contacting air can no longer be vibrated. People can't hear sounds. Note that the same applies to water. Therefore, the GFR cylinder made of water and rubber can have a much greater sound-dampening effect than conventional metal sound-insulating cylinders. As mentioned above, since the water and bellows-shaped sound insulating cylinders are easy to handle, it is obvious that the work efficiency is significantly improved. Furthermore, for the same reason, there is no resonance sound generated inside the pile, so the pile driving operation can be carried out very quietly.

次に、第3図は第2図7al−闇路化した場合である。Next, FIG. 3 shows the case of FIG. 2 7al--dark road.

第3図の杭の外側は第2図と同じであるが、杭の内側が
異なる場合である。すなわち、杭の内側には水が満され
ており、底の方には空気入りのゴムノ鳳船の重り16が
置かれる。一方、水中には比較的大きなゴム風船17が
数個バネ状の紐18で連結され浮かされている場合であ
る。ゴムに船1zは水中の気泡同様ウォーターハンマー
を減衰させるためのものである。また、底に設置された
空気入りゴム風船重り16は水中を伝播する弾性波又は
圧力波が底面で反射することを防ぎ、減衰させるための
ものである。この空気入りゴム風船取り16の形は図に
示す形以外のジャバラ形状をしていれば、杭の内径嘔に
密着しやすいので、漏水防止にもなる。なお、杭が沈F
する時の摩擦力を極力少なくするため潤滑剤を塗布しで
あることはいうまでもない。
The outside of the pile in Figure 3 is the same as in Figure 2, but the inside of the pile is different. That is, the inside of the pile is filled with water, and the weight 16 of an air-filled rubber boat is placed at the bottom. On the other hand, there is a case where several relatively large rubber balloons 17 are connected to each other by spring-like strings 18 and floated in the water. The rubber vessel 1z is used to attenuate water hammer, similar to bubbles in the water. Further, the pneumatic rubber balloon weight 16 installed at the bottom is used to prevent and attenuate elastic waves or pressure waves propagating in water from being reflected at the bottom surface. If the pneumatic rubber balloon catcher 16 has a bellows shape other than the shape shown in the figure, it will easily adhere to the inner diameter of the pile, thereby preventing water leakage. In addition, the pile is sinking
Needless to say, a lubricant should be applied to minimize the frictional force during the process.

次に、杭2がパイルハンマーlで打撃されると前述した
ように、複雑な変形をくり返す。液体はこの変形(容積
の変化も含む)に対し、はぼ同時Ic順応するので杭の
変位、変化は直ちに水の運転エネルギーに変化する。従
って水又は液体が自由表面を持つことは運動エネルギー
を発散させるに適している。
Next, when the pile 2 is hit by the pile hammer l, it undergoes a complex deformation as described above. The liquid adapts to this deformation (including changes in volume) almost simultaneously Ic, so the displacement or change in the pile immediately changes into the driving energy of the water. Therefore, the fact that water or liquid has a free surface is suitable for dissipating kinetic energy.

今、水又は液体とゴム風船1ダとが接していると、見か
けの自由表面が増したことになり、ゴム風船17の容積
は圧力波が通過する時に変化し、それだけ運動エネルギ
ーを消耗させる面積が増したこと釦なり、水中の圧力波
を消減又は減衰させうる効果をもつ。よって、第3図の
場合も消音効果は大きい。なお、水の代りに、粘性の高
い油を用いかつ空気を吹込むと、これらの気泡は容易に
浮上して大気中に放出されることは少ないので、より効
果的である。
Now, when the water or liquid is in contact with the rubber balloon 1, the apparent free surface has increased, and the volume of the rubber balloon 17 changes when the pressure wave passes through it, which is the area that consumes kinetic energy. The increased pressure on the button has the effect of eliminating or attenuating underwater pressure waves. Therefore, the silencing effect is also great in the case of FIG. Note that it is more effective to use highly viscous oil instead of water and blow air into it, since these bubbles are less likely to easily float to the surface and be released into the atmosphere.

本発明の効果は次の通りである。The effects of the present invention are as follows.

(1)気、液を光重しかつ極弾性体によるジャバラ形迩
音部は軽量かつ伸縮可能なため、取扱い、すなわち・璽
搬、収納、組付けが1祇めて容易となり、かつ作業1泪
率が大(龍忙向上する。
(1) The bellows-shaped bellows part, which contains air and liquid and is made of extremely elastic material, is lightweight and expandable, making it easy to handle, that is, to transport, store, and assemble. The tear rate is high (Ryu's performance improves.

(2)液体と気体とが混在する一種の吸音体はグラスウ
ール等の吸音材忙比べて、杭とよく密着するので、騒峰
の源となる杭の振動エネルギーを直接吸収し、気体及び
液体の運動エネルギーに転換できるので、吸音効率が非
常によい。さらに、極弾性体で作った遮音筒自体も該気
体及び液体の運動エネルギーを直接吸収できるので、こ
れと接する空気を激しく振動することはないので、騒音
を発することはご(少なくなる。すなわち、バイルノ\
ンマーと杭との打撃部及び杭全体から発生する騒音を極
めて少なくすることができる。
(2) A type of sound absorber that contains a mixture of liquid and gas adheres better to the pile than sound absorbing materials such as glass wool, so it directly absorbs the vibration energy of the pile, which is the source of noise peaks, and absorbs the gas and liquid. Since it can convert into kinetic energy, it has very good sound absorption efficiency. Furthermore, since the sound-insulating cylinder itself made of a hyper-elastic material can directly absorb the kinetic energy of the gas and liquid, it does not violently vibrate the air in contact with it, so there is less noise. \
Noise generated from the striking part between the hammer and the pile and the entire pile can be extremely reduced.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来例の一例の縦断面図、第2図は本発明の一
実施例の縦断面図、第3図は本発明の別の実m列の縦断
面図である。 図において、 1・・・・パイルハンマ+ 5−4−・・・アキュムレ
ーター2#@・−杭(バイルン 6・・−1rfi 水
孔3・・・・遮 音 筒 7・・―・ ジャバラ形状の
水槽4・・―・作業機 8・・・Φ水 11・・命・気泡又は空気 12−−―・重り 130・・ フロート 14・・・・鉄 板 150・・地 面 16@・・拳空気入りゴム風船重り 17・・畳−ゴム風船 185eesバネ状の紐 特許出願人 石川島播磨重工業株式会社代 理 人 白
 川 義 直 芽/目
FIG. 1 is a vertical cross-sectional view of an example of a conventional example, FIG. 2 is a vertical cross-sectional view of an embodiment of the present invention, and FIG. 3 is a vertical cross-sectional view of another actual m-row of the present invention. In the figure, 1...Pile hammer + 5-4-...Accumulator 2#@-Pile (bailun 6...-1rfi Water hole 3...Sound insulation tube 7...Bells-shaped Water tank 4... Work equipment 8...Φ Water 11... Life, bubbles or air 12---- Weight 130... Float 14... Iron plate 150... Ground 16 @ fist air Filled rubber balloon weight 17...Tatami - Rubber balloon 185ees Spring-like string Patent applicant Ishikawajima Harima Heavy Industries Co., Ltd. Representative Yoshi Shirakawa Naome/Eye

Claims (1)

【特許請求の範囲】[Claims] +11 杭の周囲に弾力性材料製のジャバラ形状の囲い
を設け、咳杭と該ジャバラ形状の囲いとの間に液体を満
たすとともに該液体中に気体を混在せしめてなることを
特徴とするパイルノーンマー用遮音装置。
+11 A pile nozzle characterized in that a bellows-shaped enclosure made of an elastic material is provided around the pile, a liquid is filled between the cough pile and the bellows-shaped enclosure, and gas is mixed in the liquid. Sound insulation device for cameras.
JP1381984A 1984-01-28 1984-01-28 Sound-insulator for pile hammer Pending JPS60159218A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1381984A JPS60159218A (en) 1984-01-28 1984-01-28 Sound-insulator for pile hammer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1381984A JPS60159218A (en) 1984-01-28 1984-01-28 Sound-insulator for pile hammer

Publications (1)

Publication Number Publication Date
JPS60159218A true JPS60159218A (en) 1985-08-20

Family

ID=11843886

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1381984A Pending JPS60159218A (en) 1984-01-28 1984-01-28 Sound-insulator for pile hammer

Country Status (1)

Country Link
JP (1) JPS60159218A (en)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1640508A1 (en) * 2004-09-03 2006-03-29 Menck GmbH Guide device for piles
WO2007096132A1 (en) * 2006-02-20 2007-08-30 Menck Gmbh Method and device for environmentally protective ramming under water
NL2003073C2 (en) * 2009-06-23 2010-12-27 Ihc Holland Ie Bv DEVICE AND METHOD FOR REDUCING SOUND.
EP2312060A1 (en) * 2009-10-16 2011-04-20 IHC Holland IE B.V. System for and method of installing foundation elements in an underwater ground formation
EP2395156A1 (en) 2010-06-08 2011-12-14 IHC Holland IE B.V. Method of and system for installing foundation elements in an underwater ground formation
EP2402511A1 (en) 2010-07-02 2012-01-04 IHC Holland IE B.V. Template for and method of installing a plurality of foundation elements in an underwater ground formation
US20120241039A1 (en) * 2009-10-16 2012-09-27 Ihc Holland Ie B.V. Assembly of telescopic pipe sections
US8342264B1 (en) 2009-03-09 2013-01-01 J.H. Fletcher & Co. Device for reducing drilling noise and related methods
EP2441892A3 (en) * 2010-10-14 2013-01-02 Bernhard Weyres Device and method for inserting piles into the sea bed
EP2554752A1 (en) * 2011-08-01 2013-02-06 Seaway Heavy Lifting Engineering B.V. Offshore pile installation silencer frame
WO2013056713A1 (en) 2011-10-17 2013-04-25 Osk-Shiptech A/S Apparatus and method for reduction of sonic vibrations in a liquid
WO2013154428A2 (en) 2012-04-11 2013-10-17 Ihc Holland Ie B.V. Method of and system for installing foundation elements in an underwater ground formation
NL2010548C2 (en) * 2013-03-29 2014-09-30 Ballast Nedam Offshore B V Pile noise barrier and method for installing the pile noise barrier to obtain a noise reduction during an offshore ramming operation.
EP2546829A3 (en) * 2011-07-11 2015-01-28 Christian-Albrechts-Universität zu Kiel Device for reducing the noise level of underwater sound sources
WO2016108692A1 (en) 2014-12-29 2016-07-07 Ihc Holland Ie B.V. Noise mitigation system
JP2017160615A (en) * 2016-03-07 2017-09-14 五洋建設株式会社 Blow noise reduction method of steel pipe pile
US10072390B2 (en) 2014-05-22 2018-09-11 Ihc Holland Ie B.V. Tubular foundation element, assembly and method for installing tubular foundation elements in a ground formation

Cited By (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1640508A1 (en) * 2004-09-03 2006-03-29 Menck GmbH Guide device for piles
WO2007096132A1 (en) * 2006-02-20 2007-08-30 Menck Gmbh Method and device for environmentally protective ramming under water
US8500369B2 (en) 2006-02-20 2013-08-06 Menck Gmbh Method and device for environmentally friendly ramming under water
US8342264B1 (en) 2009-03-09 2013-01-01 J.H. Fletcher & Co. Device for reducing drilling noise and related methods
WO2010151121A3 (en) * 2009-06-23 2011-09-01 Ihc Holland Ie B.V. Device and method for reducing noise
US9611612B2 (en) 2009-06-23 2017-04-04 Ihc Holland Ie B.V. Device and method for reducing noise
US8820472B2 (en) 2009-06-23 2014-09-02 Ihc Holland Ie B.V. Device and method for reducing noise
JP2012531544A (en) * 2009-06-23 2012-12-10 アイエイチシー・ホーランド・アイイー・ビー.ブイ. Devices and methods for reducing noise.
WO2010151121A2 (en) 2009-06-23 2010-12-29 Ihc Holland Ie B.V. Device and method for reducing noise
NL2003073C2 (en) * 2009-06-23 2010-12-27 Ihc Holland Ie Bv DEVICE AND METHOD FOR REDUCING SOUND.
WO2011045345A1 (en) 2009-10-16 2011-04-21 Ihc Holland Ie B.V. System for and method of installing foundation elements in an underwater ground formation
US8449222B2 (en) 2009-10-16 2013-05-28 Ihc Holland Ie B.V. System for and method of installing foundation elements in an underwater ground formation
EP2312060A1 (en) * 2009-10-16 2011-04-20 IHC Holland IE B.V. System for and method of installing foundation elements in an underwater ground formation
US20120241039A1 (en) * 2009-10-16 2012-09-27 Ihc Holland Ie B.V. Assembly of telescopic pipe sections
US8794375B2 (en) * 2009-10-16 2014-08-05 Ihc Holland Ie B.V. Assembly of telescopic pipe sections
EP2395156A1 (en) 2010-06-08 2011-12-14 IHC Holland IE B.V. Method of and system for installing foundation elements in an underwater ground formation
EP2402511A1 (en) 2010-07-02 2012-01-04 IHC Holland IE B.V. Template for and method of installing a plurality of foundation elements in an underwater ground formation
JP2012012930A (en) * 2010-07-02 2012-01-19 Ihc Holland B V Template for and method of installing plurality of foundation elements in underwater ground formation
US10125467B2 (en) 2010-07-02 2018-11-13 Ihc Holland Ie B.V. Template for and method of installing a plurality of foundation elements in an underwater ground formation
EP2441892A3 (en) * 2010-10-14 2013-01-02 Bernhard Weyres Device and method for inserting piles into the sea bed
EP2546829A3 (en) * 2011-07-11 2015-01-28 Christian-Albrechts-Universität zu Kiel Device for reducing the noise level of underwater sound sources
EP2554752A1 (en) * 2011-08-01 2013-02-06 Seaway Heavy Lifting Engineering B.V. Offshore pile installation silencer frame
DE212012000017U1 (en) 2011-10-17 2013-06-06 Osk-Shiptech A/S Device for reducing sound vibrations in a liquid
WO2013056713A1 (en) 2011-10-17 2013-04-25 Osk-Shiptech A/S Apparatus and method for reduction of sonic vibrations in a liquid
WO2013154428A2 (en) 2012-04-11 2013-10-17 Ihc Holland Ie B.V. Method of and system for installing foundation elements in an underwater ground formation
NL2010548C2 (en) * 2013-03-29 2014-09-30 Ballast Nedam Offshore B V Pile noise barrier and method for installing the pile noise barrier to obtain a noise reduction during an offshore ramming operation.
US10072390B2 (en) 2014-05-22 2018-09-11 Ihc Holland Ie B.V. Tubular foundation element, assembly and method for installing tubular foundation elements in a ground formation
NL2014069B1 (en) * 2014-12-29 2016-10-12 Ihc Holland Ie Bv Noise mitigation system
WO2016108692A1 (en) 2014-12-29 2016-07-07 Ihc Holland Ie B.V. Noise mitigation system
US10794032B2 (en) 2014-12-29 2020-10-06 Ihc Holland Ie B.V. Noise mitigation system
JP2017160615A (en) * 2016-03-07 2017-09-14 五洋建設株式会社 Blow noise reduction method of steel pipe pile

Similar Documents

Publication Publication Date Title
JPS60159218A (en) Sound-insulator for pile hammer
US11993907B2 (en) Device for damping and scattering hydrosound in a liquid
US8820472B2 (en) Device and method for reducing noise
US6857231B2 (en) Propeller-controlled active tuned-liquid-column damper
CN209620013U (en) A kind of hydraulic pile hammer
KR100529508B1 (en) Breaker piston and rod apparatus for a excavator
CN203160284U (en) Saturation multi-hole rubber vibration reducing and isolating device
JP2005527429A (en) Underwater shock wave protection device
CN111554259B (en) Silencer of ocean hydraulic pile hammer
KR200439968Y1 (en) Low-noise type hydraulic breaker
CN113704845A (en) Design method for semi-submersible large-scale explosion experimental tank installation foundation
KR20040052901A (en) A external antinoise device of pile machine
RU2321785C1 (en) Hydroacoustic resonator
JP3609400B1 (en) Noise reduction device
CN214367439U (en) Triaxial elliptical vibrating screen damping device
CN220565305U (en) Low-noise breaking hammer
CN213476868U (en) Hammer noise reduction device for operation of main body reinforcing steel pile
JPS6130871B2 (en)
JP2002115649A (en) Water hammer reducing device
KR200372343Y1 (en) Breaker piston apparatus for a excavator
JPH06323002A (en) Sound proofing device for dismantling funnel lining layer
KR20050036096A (en) Noise reducing apparatus of fuel tank
JPS6147671B2 (en)
CN113279936A (en) Gas compressor
JPS6397726A (en) Underground vibration-insulating wall