JP2001031363A - Hanging frame for crane ship - Google Patents

Hanging frame for crane ship

Info

Publication number
JP2001031363A
JP2001031363A JP11205992A JP20599299A JP2001031363A JP 2001031363 A JP2001031363 A JP 2001031363A JP 11205992 A JP11205992 A JP 11205992A JP 20599299 A JP20599299 A JP 20599299A JP 2001031363 A JP2001031363 A JP 2001031363A
Authority
JP
Japan
Prior art keywords
suspension frame
hanging frame
frame body
liquid damper
muddy water
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.)
Withdrawn
Application number
JP11205992A
Other languages
Japanese (ja)
Inventor
Toshitami Son
利民 孫
Toshio Kikuchi
敏男 菊地
Yozo Goto
洋三 後藤
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP11205992A priority Critical patent/JP2001031363A/en
Publication of JP2001031363A publication Critical patent/JP2001031363A/en
Withdrawn legal-status Critical Current

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  • Load-Engaging Elements For Cranes (AREA)
  • Jib Cranes (AREA)

Abstract

PROBLEM TO BE SOLVED: To suppress the sway of a hanging frame body even if a crane ship rocks on the sea under the influence of the wind and waves by installing a synchronizing liquid damper at a hanging body frame. SOLUTION: A synchronizing liquid damper 6 is installed at a hanging frame body 5. The synchronizing liquid damper 6 is formed by filling muddy water 8 in a sloshing container 7. The shape and muddy water depth of the sloshing container 7 are suitably determined to suppress the sway of the hanging frame body 5, that is, to make sloshing of the muddy water 8 resonant with the sway of the hanging frame body 5. In a hanging frame 1 for crane ship of such constitution, since the synchronizing liquid damper 6 is installed at the hanging frame body 5, even if a crane ship 2 is rocked by the wind and waves, the sway of the hanging frame body 5 suspension-supported to a crane wire can be suppressed by the action of the synchronizing liquid damper 6.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、台船上に起重機を
装備した起重機船に用いる吊り枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspension frame used for a hoist ship equipped with a hoist on a barge.

【0002】[0002]

【従来の技術】フローティングクレーン、浮きクレーン
とも呼ばれる起重機船は、台船上に起重機を装備したも
のであり、最近では、港湾構造物の大型化と急速施工の
要請にこたえて大型化が進み、吊り荷重にして4000
tf、吊上げ高さにして100mを超えるものも出現
し、ケーソン等の据付け工事に便利な旋回式のものも港
湾工事に使用されている。
2. Description of the Related Art Hoist ships, also called floating cranes or floating cranes, are equipped with hoists on barges. 4000 in load
At tf, lifting heights exceeding 100 m have appeared, and swiveling types that are convenient for installation work such as caisson are also used for harbor construction.

【0003】このような起重機船で例えばケーソンのよ
うな大型工作物や大型資材を吊り上げる場合、吊持中に
おける安定性の関係上、該大型工作物等にクレーンワイ
ヤーを直接玉掛けして吊持するのではなく、吊り枠と呼
ばれる吊持用部材を介して間接的に吊持することが多
い。
When a large work or a large material such as a caisson is lifted by such a hoist ship, a crane wire is directly slung on the large work or the like and suspended due to stability during the suspension. Rather, it is often indirectly suspended via a suspension member called a suspension frame.

【0004】[0004]

【発明が解決しようとする課題】ここで、海上が静穏な
場合はともかく、一般的には風や波浪の影響により起重
機船自体が海上で揺動することは避けられないが、その
場合、クレーンワイヤーから吊持されている吊り枠も起
重機船の揺動に合わせて揺れ動き、該吊り枠にケーソン
等を掛けたり外したりといった作業が困難になるととも
に、無理をすれば危険な作業にもなりかねないという問
題を生じていた。
Here, aside from the case where the sea is calm, it is generally unavoidable that the hoist ship itself sways on the sea due to the influence of wind and waves. The hanging frame suspended from the wire also swings in accordance with the swing of the hoist ship, which makes it difficult to hang or remove a caisson or the like from the hanging frame, and if it is forcible, it can be dangerous. There was no problem.

【0005】本発明は、上述した事情を考慮してなされ
たもので、風や波浪の影響によって起重機船が揺動して
もケーソン等を掛けたり外したりといった作業を安全か
つ確実に行うことが可能な起重機船用吊り枠を提供する
ことを目的とする。
The present invention has been made in consideration of the above-described circumstances, and it is possible to safely and reliably perform a work such as hanging or removing a caisson or the like even when the hoist ship swings due to the influence of wind or waves. It is an object to provide a possible hoist ship suspension frame.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明に係る起重機船用吊り枠は請求項1に記載し
たように、起重機船に装備された起重機からのクレーン
ワイヤーに吊持される吊り枠本体と、該吊り枠本体に設
置された同調液体ダンパーとからなり、該同調液体ダン
パーを前記吊り枠本体の揺れが抑制されるように構成し
たものである。
In order to achieve the above object, a hoist ship suspension frame according to the present invention is suspended by a crane wire from a hoist mounted on a hoist ship as described in claim 1. It comprises a suspension frame main body and a tuning liquid damper installed in the suspension frame main body, and the tuning liquid damper is configured to suppress the swing of the suspension frame main body.

【0007】本発明に係る起重機船用吊り枠において
は、同調液体ダンパーを吊り枠本体に設置してあるの
で、風や波浪の影響によって起重機船が海上で揺動した
としても、クレーンワイヤーに吊持された吊り枠本体
は、同調液体ダンパーの作用によってその揺れが抑制さ
れる。
In the suspension frame for a hoist ship according to the present invention, since the tuning liquid damper is installed on the suspension frame main body, even if the hoist ship swings on the sea due to the influence of wind or waves, it is hung on the crane wire. The swing of the suspended suspension frame body is suppressed by the operation of the tuning liquid damper.

【0008】そのため、吊り枠が揺れ動くためにケーソ
ン等を該吊り枠にうまく玉掛けできないといった事態が
未然に回避され、ケーソン等を安全かつ確実に吊り枠に
掛けたり外したりすることが可能となる。
Therefore, a situation in which the caisson or the like cannot be properly slung on the suspension frame due to the swinging motion of the suspension frame is avoided beforehand, and the caisson or the like can be safely and reliably hooked or removed from the suspension frame.

【0009】同調液体ダンパーは、TLD(Tuned Liqui
d Damper)とも呼ばれているスロッシング(動揺)ダン
パであり、液体を入れる容器の形状とその中に入れる液
体の量(深さ)とを、そのスロッシングが吊り枠の揺れ
と共振するように調整する。
The tuning liquid damper is a TLD (Tuned Liqui
d Damper), a sloshing damper that adjusts the shape of the liquid container and the amount (depth) of liquid in it so that the sloshing resonates with the sway of the suspension frame. I do.

【0010】ここで、液体として水を採用してもよい
が、代わりに泥水、特に重泥水を用いるようにするのが
よい。このようにすると、大きな粘性減衰を確保すると
ともに比重の大きな泥水を使用することによって質量比
を増加させることが可能となり、別途減衰部材を付加す
ることなく、吊り枠の揺れを効果的に吸収することがで
きるとともに、比重の高い泥水を使用することによって
同じ質量比を確保するための液体量ひいてはダンパー設
置スペースを低減することも可能となる。
Here, water may be used as the liquid, but it is preferable to use muddy water, especially heavy muddy water instead. In this way, it is possible to increase the mass ratio by using a muddy water having a large specific gravity while securing a large viscous damping, and to effectively absorb the swing of the suspension frame without adding a separate damping member. By using muddy water having a high specific gravity, the amount of liquid for securing the same mass ratio and, consequently, the damper installation space can be reduced.

【0011】なお、本発明でいうところの泥水は、掘削
孔壁を保護するための安定液として使用する際に要求さ
れる泥水の機能とはかなり異なる。すなわち、安定液と
しての泥水の比重については、孔壁の安定性低下等を招
くような高比重、例えばシルトや細砂による高比重は避
けるべきであり、粘性については、管内の摩擦抵抗の増
加、コンクリートとの置換性低下などを招くため、逸液
防止以外の点ではできるだけ低粘性であることが望まれ
る。
The muddy water according to the present invention has a considerably different function from the muddy water required when used as a stabilizing liquid for protecting the borehole wall. In other words, for the specific gravity of mud water as a stabilizing liquid, high specific gravity that causes a decrease in the stability of the pore walls, for example, high specific gravity due to silt or fine sand, should be avoided. Therefore, it is desired that the viscosity is as low as possible except for the prevention of liquid leakage.

【0012】一方、本発明で使用する泥水は、スロッシ
ングダンパーの質量比と減衰を向上させることが目的で
あるため、泥水の比重や粘性の大きさは、吊り枠の揺れ
をいかに効率よく吸収できるかという観点で決定される
べきものである。すなわち、泥水比重については、懸濁
安定性を損なわない範囲でできるだけ大きくし、スロッ
シングダンパーの質量比を増加させることが好ましい。
また、泥水の粘性については、最適減衰値を考慮しなが
ら決定するのが望ましい。
On the other hand, since the purpose of the mud used in the present invention is to improve the mass ratio and damping of the sloshing damper, the specific gravity and the viscosity of the mud can effectively absorb the swing of the suspension frame. It must be determined from the viewpoint of That is, the specific gravity of the muddy water is preferably as large as possible without impairing the suspension stability, and the mass ratio of the sloshing damper is preferably increased.
Further, it is desirable that the viscosity of the muddy water be determined in consideration of the optimum attenuation value.

【0013】[0013]

【発明の実施の形態】以下、本発明に係る起重機船用吊
り枠の実施の形態について、添付図面を参照して説明す
る。なお、従来技術と実質的に同一の部品等については
同一の符号を付してその説明を省略する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a suspension frame for a hoist ship according to the present invention. It is to be noted that the same reference numerals are given to components and the like that are substantially the same as those in the conventional technology, and description thereof will be omitted.

【0014】図1(a)は、本実施形態に係る起重機船用
吊り枠の使用状況を示した全体図、同図(b)は同じく起
重機船用吊り枠の側面図である。同図でわかるように、
本実施形態の起重機船用吊り枠1は、起重機船2に装備
された起重機3からのクレーンワイヤー4に吊持される
吊り枠本体5と、該吊り枠本体に設置された同調液体ダ
ンパー6とからなる。
FIG. 1A is an overall view showing the use of the hoist ship hanging frame according to this embodiment, and FIG. 1B is a side view of the hoist ship hanging frame. As you can see in the figure,
The hoisting ship suspension frame 1 of the present embodiment includes a suspension frame main body 5 suspended on a crane wire 4 from a hoist 3 mounted on a hoisting boat 2 and a tuned liquid damper 6 installed on the suspension frame main body. Become.

【0015】同調液体ダンパー6は、同図(b)でよくわ
かるようにスロッシング容器7内に泥水8を満たしてあ
り、該スロッシング容器の形状や泥水の深さを吊り枠本
体5の揺れが抑制されるよう、すなわち、泥水8のスロ
ッシングが吊り枠本体5の揺れと共振するように適宜定
めればよい。ちなみに、吊り枠本体5の揺れの固有周期
は、振り子の周期と同様、クレーンワイヤー4からの吊
持長さに概ね依存するものと考えることができる。
The tuned liquid damper 6 is filled with muddy water 8 in a sloshing container 7 as can be clearly seen from FIG. 2B, and the shape of the sloshing container and the depth of the muddy water are suppressed to suppress the swing of the suspension frame body 5. That is, the sloshing of the muddy water 8 may be appropriately determined so as to resonate with the swing of the suspension frame body 5. Incidentally, it can be considered that the natural period of the swing of the suspension frame main body 5 substantially depends on the length of the suspension from the crane wire 4 like the period of the pendulum.

【0016】スロッシング容器7は、泥水8が外側にあ
ふれることなくスロッシング可能であればどのような形
状、材質で形成してもよいが、運搬や据付け時の作業性
を考えれば、できるだけ軽量で強度の高い材料、例えば
FRPで形成するのがよい。また、クレーンワイヤー4
に吊持された吊り枠本体5が任意の方向に揺れてもその
揺れを抑制できるよう、円筒状に形成しておくのがよ
い。
The sloshing container 7 may be made of any shape and material as long as it can be sloshed without the muddy water 8 overflowing to the outside. It is preferable to use a material having a high density, for example, FRP. In addition, crane wire 4
It is preferable that the suspension frame body 5 is formed in a cylindrical shape so as to suppress the swing even if the suspension frame body 5 suspended in any direction swings.

【0017】泥水8の比重や粘性の大きさは、吊り枠本
体5の揺れをいかに効率よく吸収できるかという観点で
決定されるべきものであり、比重については、懸濁安定
性を損なわない範囲でできるだけ大きくして吊り枠本体
5に対するスロッシングダンパーの質量比を増加させる
ことが好ましい。また、粘性については、マスである泥
水8のスロッシング応答があまり小さくならない範囲で
できるだけ大きく、すなわち最適減衰値を考慮して決定
することが望ましい。
The specific gravity and the viscosity of the muddy water 8 should be determined from the viewpoint of how efficiently the swing of the suspension frame body 5 can be absorbed, and the specific gravity is in a range that does not impair the suspension stability. It is preferable to increase the mass ratio of the sloshing damper to the suspension frame main body 5 as much as possible. Further, it is desirable to determine the viscosity as large as possible within a range where the sloshing response of the muddy water 8 as the mass does not become so small, that is, to determine the viscosity in consideration of the optimum attenuation value.

【0018】泥水比重を増加させる方法としては、カオ
リン粘土、(微粒)炭酸カルシウム、ゼオライト、炭酸
マグネシウム、硫酸バリウム(天然品はバライトと呼ば
れている)などの加重材を使用することが考えられる。
これらの加重材は、粘性を上げないで比重のみを上げる
ことができるので、ダンパーの減衰とは切り離した設計
が可能である。
As a method of increasing the specific gravity of muddy water, it is conceivable to use a weighting material such as kaolin clay, (fine) calcium carbonate, zeolite, magnesium carbonate, barium sulfate (natural product is called barite). .
These weighting materials can increase the specific gravity only without increasing the viscosity, and thus can be designed separately from damping of the damper.

【0019】また、泥水の粘性を増加させる方法として
は、ベントナイトやCMCの添加量を増やすことが考え
られる。但し、ベントナイトは、粘性のみならず比重も
増加させるので、加重材の種類や量との兼ね合いを考え
る必要があるのに対し、CMCは、粘性のみを大きくす
るので設計がやりやすい。特に、高粘度CMCが適す
る。
As a method of increasing the viscosity of the muddy water, it is conceivable to increase the amount of bentonite or CMC added. However, bentonite increases not only the viscosity but also the specific gravity, so it is necessary to consider the type and amount of the weighting material. On the other hand, the CMC increases the viscosity only, so that design is easy. In particular, high viscosity CMC is suitable.

【0020】なお、吊り枠本体5は、例えば鉄骨材で構
成することが可能である。
The suspension frame body 5 can be made of, for example, a steel frame material.

【0021】本実施形態に係る起重機船用吊り枠1を使
用する際には、まず、起重機船2のクレーンワイヤー4
に吊持されている吊り枠本体5が例えば埠頭で別途製作
されたケーソンの上方にくるように起重機船2の起重機
3を適宜操作し、次いで、必要に応じて吊り枠本体5を
昇降させた後、該吊り枠本体から吊り下げられている補
助ワイヤー9の下端をケーソンに引っ掛ける。
When using the suspension frame 1 for a hoist ship according to the present embodiment, first, the crane wire 4 of the hoist ship 2 is used.
The hoist 3 of the hoist ship 2 was appropriately operated such that the suspension frame main body 5 suspended above the caisson separately manufactured at the wharf, for example, was then moved up and down as necessary. Thereafter, the lower end of the auxiliary wire 9 suspended from the suspension frame body is hooked on a caisson.

【0022】このとき、同調液体ダンパー6を吊り枠本
体5に設置してあるので、風や波浪の影響によって起重
機船2が海上で揺動したとしても、クレーンワイヤー4
に吊持された吊り枠本体5は、同調液体ダンパー6の作
用によってその揺れが抑制されることとなり、吊り枠本
体5の補助ワイヤー9を安全確実にケーソンに玉掛けす
ることが可能となる。
At this time, since the tuning liquid damper 6 is installed on the suspension frame main body 5, even if the crane ship 2 rocks on the sea due to the influence of wind and waves, the crane wires 4
The swinging of the suspension frame main body 5 suspended in the suspension frame 5 is suppressed by the operation of the tuning liquid damper 6, and the auxiliary wire 9 of the suspension frame main body 5 can be safely and securely slung on the caisson.

【0023】次に、ケーソンが玉掛けされた状態で起重
機3を適宜操作し、しかる後に同図(a)に示すようにケ
ーソン10を所定の位置、例えば防波堤、大型橋梁、洋
上備蓄基地などの基礎構築地点に吊り降ろし、着底後、
補助ワイヤー9を外す。なお、この場合にも、上述した
ように同調液体ダンパー6の作用で吊り枠本体5の揺れ
が抑制されるので、補助ワイヤー9を安全確実にケーソ
ンから取り外すことができる。
Next, the hoist 3 is appropriately operated while the caisson is slung, and then the caisson 10 is moved to a predetermined position, for example, a breakwater, a large bridge, an offshore storage base, etc., as shown in FIG. Hang it at the construction point, and after landing,
Remove the auxiliary wire 9. In this case as well, the swing of the suspension frame main body 5 is suppressed by the operation of the tuning liquid damper 6 as described above, so that the auxiliary wire 9 can be safely and securely removed from the caisson.

【0024】以上説明したように、本実施形態に係る起
重機船用吊り枠1によれば、吊り枠本体5に同調液体ダ
ンパー6を設置したので、起重機船2が風や波浪で揺動
したとしても、クレーンワイヤー4に吊持された吊り枠
本体5の揺れを同調液体ダンパー6の作用で抑制するこ
とが可能となる。
As described above, according to the suspension frame 1 for a hoist ship according to the present embodiment, since the tuning liquid damper 6 is installed on the suspension frame main body 5, even if the hoist ship 2 swings due to wind or waves. In addition, the swing of the suspension frame body 5 suspended on the crane wire 4 can be suppressed by the operation of the tuning liquid damper 6.

【0025】したがって、ケーソン等を安全かつ確実に
吊り枠本体5に掛けたり外したりすることが可能とな
り、従来のように吊り枠が揺れ動いてケーソン等を該吊
り枠にうまく玉掛けできないといった事態は未然に回避
される。また、波浪の高い場合であっても作業を継続す
ることができるので、全体の工期を短縮することも可能
となる。
Therefore, the caisson and the like can be safely and reliably hung and removed from the hanging frame main body 5, and the situation where the hanging frame swings and the caisson and the like cannot be properly slung on the hanging frame as in the prior art can be prevented. To be avoided. In addition, since the work can be continued even when the waves are high, the entire construction period can be shortened.

【0026】本実施形態では、本発明の起重機船用吊り
枠をケーソンの吊上げ及び吊下げに適用したが、本発明
がかかる用途に限定されるものではなく、その他の大型
資材や大型工作物の吊上げ若しくは吊下げにも適用する
ことができることは言うまでもない。
In this embodiment, the lifting frame for a hoist ship of the present invention is applied to the lifting and hanging of caissons. However, the present invention is not limited to such applications, and the lifting of other large materials and large workpieces is also possible. Needless to say, the present invention can also be applied to hanging.

【0027】[0027]

【発明の効果】以上述べたように、請求項1に係る本発
明の起重機船用吊り枠によれば、起重機船が風や波浪で
揺動したとしても、クレーンワイヤーに吊持された吊り
枠本体の揺れを同調液体ダンパーの作用で抑制すること
が可能となる。したがって、ケーソン等を安全かつ確実
に吊り枠本体に掛けたり外したりすることが可能とな
り、従来のように吊り枠が揺れ動いてケーソン等を該吊
り枠にうまく玉掛けできないといった事態は未然に回避
される。
As described above, according to the hoisting ship frame of the present invention according to the first aspect, even if the hoisting ship is swung by wind or waves, the hanging frame main body hung by the crane wire. Can be suppressed by the operation of the tuning liquid damper. Therefore, the caisson or the like can be safely and reliably hung or removed from the hanging frame main body, and a situation in which the hanging frame swings and the caisson or the like cannot be slinged on the hanging frame as in the related art can be avoided. .

【0028】[0028]

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

【図1】本実施形態に係る起重機船用吊り枠を示した図
であり、(a)は使用状況を示した全体図、(b)は側面図。
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a view showing a suspension frame for a hoist ship according to the present embodiment, wherein (a) is an overall view showing a use state, and (b) is a side view.

【符号の説明】[Explanation of symbols]

1 起重機船用吊り枠 2 起重機船 3 起重機 4 クレーンワイヤー 5 吊り枠本体 6 同調液体ダンパー DESCRIPTION OF SYMBOLS 1 Suspension frame for hoist ship 2 Hoist ship 3 Hoist 4 Crane wire 5 Suspension frame body 6 Synchronized liquid damper

───────────────────────────────────────────────────── フロントページの続き (72)発明者 後藤 洋三 東京都清瀬市下清戸4丁目640 株式会社 大林組技術研究所内 Fターム(参考) 3F004 EA26 KA01 LC08 3F205 AA10 BA01  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Yozo Goto 4-640 Shimoseito, Kiyose-shi, Tokyo F-term in Obayashi Corporation Technical Research Institute Co., Ltd. 3F004 EA26 KA01 LC08 3F205 AA10 BA01

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 起重機船に装備された起重機からのクレ
ーンワイヤーに吊持される吊り枠本体と、該吊り枠本体
に設置された同調液体ダンパーとからなり、該同調液体
ダンパーを前記吊り枠本体の揺れが抑制されるように構
成したことを特徴とする起重機船用吊り枠。
1. A suspension frame body suspended from a crane wire from a hoist mounted on a hoist ship, and a tuned liquid damper installed on the suspension frame body, wherein the tuned liquid damper is attached to the suspension frame body. A suspension frame for a hoist ship, wherein the suspension frame is configured to suppress shaking of the ship.
JP11205992A 1999-07-21 1999-07-21 Hanging frame for crane ship Withdrawn JP2001031363A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11205992A JP2001031363A (en) 1999-07-21 1999-07-21 Hanging frame for crane ship

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11205992A JP2001031363A (en) 1999-07-21 1999-07-21 Hanging frame for crane ship

Publications (1)

Publication Number Publication Date
JP2001031363A true JP2001031363A (en) 2001-02-06

Family

ID=16516124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11205992A Withdrawn JP2001031363A (en) 1999-07-21 1999-07-21 Hanging frame for crane ship

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Country Link
JP (1) JP2001031363A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100914692B1 (en) 2007-12-31 2009-08-28 고려대학교 산학협력단 Apparatus for preventing shaking of construction member using damper
WO2011113975A2 (en) * 2010-03-18 2011-09-22 Demoliciones Tecnicas S.A. (Detecsa) Shock absorbing device for seabed dredgers
WO2015059498A1 (en) * 2013-10-24 2015-04-30 Angus Jamieson Consulting Limited Apparatus and method for controlling the orientation of a suspended load
CN104973513A (en) * 2015-07-24 2015-10-14 大连海事大学 Embedded roller type hanging scaffold stabilization device of ship crane
DE102015000787A1 (en) * 2015-01-26 2016-07-28 Senvion Gmbh Load-receiving means for a tower or a tower section of a wind turbine and method for erecting a wind turbine
CN107416699A (en) * 2012-08-06 2017-12-01 伊特里克公司 Method for lowering goods from a crane ship into the sea

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100914692B1 (en) 2007-12-31 2009-08-28 고려대학교 산학협력단 Apparatus for preventing shaking of construction member using damper
WO2011113975A2 (en) * 2010-03-18 2011-09-22 Demoliciones Tecnicas S.A. (Detecsa) Shock absorbing device for seabed dredgers
ES2366292A1 (en) * 2010-03-18 2011-10-19 Demoliciones Técnicas S.A. (Detecsa) Shock absorbing device for seabed dredgers
WO2011113975A3 (en) * 2010-03-18 2011-11-17 Demoliciones Tecnicas S.A. (Detecsa) Shock absorbing device for seabed dredgers
CN107416699A (en) * 2012-08-06 2017-12-01 伊特里克公司 Method for lowering goods from a crane ship into the sea
WO2015059498A1 (en) * 2013-10-24 2015-04-30 Angus Jamieson Consulting Limited Apparatus and method for controlling the orientation of a suspended load
DE102015000787A1 (en) * 2015-01-26 2016-07-28 Senvion Gmbh Load-receiving means for a tower or a tower section of a wind turbine and method for erecting a wind turbine
US9896310B2 (en) 2015-01-26 2018-02-20 Senvion Gmbh Load-handling means for a tower or a tower section of a wind turbine and method for erecting a wind turbine
CN104973513A (en) * 2015-07-24 2015-10-14 大连海事大学 Embedded roller type hanging scaffold stabilization device of ship crane

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