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JP2731946B2 - Underwater structure placement cushioning material - Google Patents
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JP2731946B2 - Underwater structure placement cushioning material - Google Patents

Underwater structure placement cushioning material

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Publication number
JP2731946B2
JP2731946B2 JP16534289A JP16534289A JP2731946B2 JP 2731946 B2 JP2731946 B2 JP 2731946B2 JP 16534289 A JP16534289 A JP 16534289A JP 16534289 A JP16534289 A JP 16534289A JP 2731946 B2 JP2731946 B2 JP 2731946B2
Authority
JP
Japan
Prior art keywords
buffer
cushioning material
caisson
seawater
hollow portion
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.)
Expired - Lifetime
Application number
JP16534289A
Other languages
Japanese (ja)
Other versions
JPH0333323A (en
Inventor
真一 梶ケ谷
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP16534289A priority Critical patent/JP2731946B2/en
Publication of JPH0333323A publication Critical patent/JPH0333323A/en
Application granted granted Critical
Publication of JP2731946B2 publication Critical patent/JP2731946B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 産業上の利用分野 本発明は、ケーソン等水中構造物を複数個設置する場
合に、水中構造物が相互に水中において接触することに
よって破損することを防止する水中構造物設置用緩衝材
に関するものである。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underwater structure for preventing a plurality of underwater structures, such as caissons, from being damaged by contact with each other in the water when the plurality of underwater structures are installed. The present invention relates to a cushioning material for installation.

従来技術 一般に防波堤等の水中構造物を構築する場合には、複
数のケーソン等の水中構造物を個別に陸上の施設におい
て建造進水させてタグボート等の船舶で同構造物の設置
海面まで曳航し、該構造物の中空部に注水して沈下さ
せ、それぞれ所定の位置に設置した後、砂、コンクリー
ト等の比重の大きな充填物を充填して、波浪に耐え得る
構造物とするものである。
2. Description of the Related Art Generally, when constructing an underwater structure such as a breakwater, a plurality of caisson and other underwater structures are individually constructed and launched on a land-based facility, and a tugboat or other ship is towed to the sea surface where the structure is installed. Water is poured into the hollow portion of the structure to sink it, and each is set at a predetermined position, and then filled with a filler having a large specific gravity, such as sand or concrete, to obtain a structure that can withstand waves.

このような水中構造物の設置作業において、設置作業
中の水中構造物を保護するための適切な緩衝材はなかっ
た。
In the installation work of such an underwater structure, there is no appropriate cushioning material for protecting the underwater structure during the installation work.

発明が解決しようとする問題点 しかし、砂、コンクリート等の充填物を充填する前の
ケーソン等の水中構造物は、中空度が多くて見掛けの比
重は小さく、壁面の強度は低いために、水中における設
置作業中に、潮流、風、波浪あるいは作業上の瑕疵によ
って予想外の揺れを生じ構造物が相互に衝突して破損す
ることがある。しかも破損した水中構造物を修復するこ
とは非常に困難であり、修復コストが嵩み、工事期間を
延ばす要因ともなっていた。
Problems to be Solved by the Invention However, underwater structures such as caissons before filling with fillers such as sand and concrete have a large hollowness, an apparent specific gravity is small, and the strength of the wall surface is low. During installation work in, unexpected sway may occur due to tides, winds, waves or work defects, and the structures may collide with each other and be damaged. In addition, it is very difficult to repair damaged underwater structures, which has increased the cost of repairs and increased the construction period.

問題を解決するための手段および作用 本発明は、このような問題点を解決した水中構造物設
置用緩衝材の発明に係り、内部に水または海水等の液体
を充填可能な中空部を有する弾性袋体と、前記袋体の内
部に充填した水または海水等の液体を前記袋体の外部へ
放出可能にするオリフィスとを備えたことを特徴とする
ものである。
Means and Solution for Solving the Problem The present invention relates to an invention of a buffer material for installing an underwater structure which solves such a problem, and has an elasticity having a hollow portion capable of filling a liquid such as water or seawater therein. It is characterized by comprising a bag, and an orifice capable of discharging a liquid such as water or seawater filled inside the bag to the outside of the bag.

本発明は前記したように構成されているので、設置作
業中に水中構造物が衝突する惧れがある箇所に予め本緩
衝材を設置し、水または海水等の液体を充填して置くこ
とによって、あるいは海底の設置作業現場において作業
中に衝突の危険が発生した場合当該衝突危険箇所に本緩
衝材を介在させることによって、水中構造物が相互に直
接衝突することなく、本緩衝材にのみ衝撃力を与え、本
緩衝材ではその負荷によって充填された液体をオリフィ
スを通じて噴射させ、液体がオリフィスを通過する抵抗
によって反力を発生しながら変形して緩衝作用を行うこ
とができる。
Since the present invention is configured as described above, by installing the present cushioning material in advance at a place where there is a risk of collision of the underwater structure during the installation work, by filling with a liquid such as water or seawater and placing it. In the event of a danger of collision during work at an installation site on the sea floor, or by placing the cushioning material in the collision-risk location, the underwater structures will only impact on the cushioning material without directly colliding with each other. In the present cushioning material, the liquid filled by the load is ejected through the orifice, and the liquid deforms while generating a reaction force due to the resistance of the liquid passing through the orifice to perform a buffering action.

実 施 例 以下、第1図ないし第3図に図示された本発明の実施
例について説明する。
Embodiments Hereinafter, embodiments of the present invention shown in FIGS. 1 to 3 will be described.

第1図は本発明に係る水中構造物設置用緩衝材の第1
の実施例の構造を図示する縦断面図であり、Ω型の断面
形状を有するゴムまたはゴム状の弾性体より成る袋状の
緩衝体1が取付け金具2によって台座3の頂板4に水蜜
に固着されて、中空部5を形成している。
FIG. 1 shows a first example of a cushioning material for installing an underwater structure according to the present invention.
FIG. 3 is a longitudinal sectional view showing the structure of the embodiment of the present invention, wherein a bag-like buffer 1 made of rubber or a rubber-like elastic body having an Ω-shaped cross-section is fixed to a top plate 4 of a pedestal 3 by mounting fittings 2 on water honey. Thus, the hollow portion 5 is formed.

台座3は鋼板を溶接組立したものであり、ケーソン6
への取付け板7に短4角筒状側板8の一端面を一体に結
合するとともに、短4角筒状側板8の他端面を頂板4に
一体に結合することにより構成されて、中空部9を形成
し、緩衝体1の中空部5は台座3の中空部9と頂板4に
設けられたオリフィス10を通じて連通し、台座3の中空
部9と外部は少なくとも一つの側板8に設けられたオリ
フィス11を通じて連通している。ケーソン5への取付け
板6は図示しない立込ボルトまたはコンクリート用の螺
釘によってケーソン6の底部側面6aに予め固定され、ケ
ーソン6の沈下作業開始前に、緩衝体1は取付け金具2
によって台座3の頂板4に取付けられ、海水が中空部5
に充填されている。
The pedestal 3 is formed by welding and assembling steel plates.
The hollow portion 9 is formed by integrally connecting one end surface of the short rectangular cylindrical side plate 8 to the mounting plate 7 and integrally bonding the other end surface of the short rectangular cylindrical side plate 8 to the top plate 4. The hollow portion 5 of the buffer 1 communicates with the hollow portion 9 of the pedestal 3 through an orifice 10 provided in the top plate 4, and the hollow portion 9 of the pedestal 3 and the outside are orifice provided in at least one side plate 8. Communicate through 11. The mounting plate 6 to the caisson 5 is previously fixed to the bottom side surface 6a of the caisson 6 by a not-shown upright bolt or a concrete screw, and before the caisson 6 begins to sink, the buffer 1 is attached to the mounting bracket 2
Is attached to the top plate 4 of the pedestal 3 so that the seawater
Is filled.

第1図に図示された実施例において、陸上で製作さ
れ、設置現場海面に曳航されたコンクリート製のケーソ
ン6は第5図に図示されるように、浮遊体に設けられた
フローティングクレーン等の荷役装置によって、設置海
底に設置される。この時潮流、風、波浪あるいは作業上
の瑕疵によって、設置中のケーソン6の底部側面6aが既
に設置済のケーソン6の側面6b部に衝突することがあ
る。
In the embodiment shown in FIG. 1, a concrete caisson 6 manufactured on land and towed to the surface of the installation site is a cargo handling machine such as a floating crane provided on a floating body as shown in FIG. It is installed on the installation sea floor by the device. At this time, the bottom side surface 6a of the caisson 6 being installed may collide with the side surface 6b of the already installed caisson 6 due to tide, wind, waves, or work defects.

このような場合、衝突の惧れのあるケーソン6の底部
側面6aに前記第1実施例に述べたような緩衝材を設置し
ておき、ケーソン6を海中に沈めると、袋状の緩衝体1
の中空部5に海水が充填され、また緩衝体1は弾性を有
し、オリフィス10の径も小さいため、特に外部より圧力
を緩衝体1に加えなければ充填された海水は外部には容
易に放出されない。
In such a case, the cushioning material as described in the first embodiment is installed on the bottom side surface 6a of the caisson 6 where there is a fear of collision, and when the caisson 6 is submerged in the sea, the bag-like buffer 1
Since the hollow portion 5 is filled with seawater and the buffer 1 has elasticity and the diameter of the orifice 10 is small, the filled seawater can be easily discharged to the outside unless the pressure is applied to the buffer 1 from outside. Not released.

しかし、前記のような何らかの事由によって、ケーソ
ン6に設置された緩衝材が他の既に設置されているケー
ソン6に衝突すると、緩衝体1に荷重が負荷され、その
圧力によって中空部5に充填された海水はオリフィス10
を通じて中空部9に噴射し、さらに中空部9内の海水は
オリフィス11を介して海中に噴射する。この時、オリフ
ィス10、11を通過する海水の粘性抵抗によって緩衝体1
は反力を発生しながら変形して衝突のエネルギーを吸収
し、(第4図参照)衝撃を緩和する。衝撃を吸収して海
水を放出した緩衝体1の復元弾性は小さいため、もはや
復元せずその任務を終える。(第7図参照) 第4図は縦軸に衝突により発生する緩衝体1の反力を
とり、横軸に緩衝体1の変形量をとって、緩衝体1の弾
性特性を示した反力−変形量曲線である。横軸と曲線で
囲まれた面積は、緩衝体1が吸収する衝撃エネルギーの
量を示している。
However, when the cushioning material installed in the caisson 6 collides with another already installed caisson 6 for some reason as described above, a load is applied to the buffer 1 and the hollow portion 5 is filled by the pressure. Seawater orifice 10
The seawater in the hollow portion 9 is further injected into the sea through the orifice 11. At this time, due to the viscous resistance of the seawater passing through the orifices 10 and 11, the buffer 1
Deforms while generating a reaction force, absorbs the energy of the collision, and alleviates the impact (see FIG. 4). Since the resilience of the buffer 1 that has absorbed the impact and released the seawater is small, the buffer 1 no longer recovers and finishes its mission. (See FIG. 7) FIG. 4 shows the reaction force indicating the elastic characteristic of the shock absorber 1 by taking the reaction force of the shock absorber 1 generated by the collision on the vertical axis and the deformation amount of the shock absorber 1 on the horizontal axis. -Deformation amount curve. The area enclosed by the horizontal axis and the curve indicates the amount of impact energy absorbed by the buffer 1.

第1実施例では、台座3に中空部9を設けてオリフィ
ス10、11を2段にして、緩衝体1が海水を噴射する時
に、中空部9にも圧力を発生させて噴射抵抗を増大させ
るようにしてあり、衝撃エネルギーを充分に吸収でき
る。
In the first embodiment, the pedestal 3 is provided with the hollow portion 9 and the orifices 10 and 11 are provided in two stages. When the buffer 1 injects seawater, pressure is also generated in the hollow portion 9 to increase the injection resistance. As a result, the impact energy can be sufficiently absorbed.

第2図は第2の実施例の構造を図示する縦断面図であ
り、逆U型の断面形状を有するゴムまたはゴム状弾性体
より成る袋状の緩衝体21と、緩衝体21と一体に構成され
板状硬質厚肉の弾性体よりなる台座部22とによって中空
部23が形成されている。
FIG. 2 is a longitudinal sectional view showing the structure of the second embodiment, and a bag-shaped buffer 21 made of rubber or rubber-like elastic body having an inverted U-shaped cross-section, and integrally formed with the buffer 21. A hollow portion 23 is formed by the pedestal portion 22 formed of a plate-shaped hard thick elastic body.

中空部23と外部は台座部22を折曲して設けられたオリ
フィス24を通じて連通している。ケーソン25の沈下作業
開始前に、緩衝体21は台座部22の底面がケーソン25の衝
突予想箇所面25aに釘着または接着され、中空部23には
海水が充填されている。
The hollow portion 23 and the outside communicate with each other through an orifice 24 provided by bending the pedestal portion 22. Before the caisson 25 starts to sink, the buffer 21 has the bottom surface of the pedestal portion 22 nailed or adhered to the expected collision surface 25a of the caisson 25, and the hollow portion 23 is filled with seawater.

あるいは緩衝体21は中空部23に海水が充填されて設置
作業現場たる海底に準備され、必要に応じ潜水夫等の現
場作業者が設置中のケーソン25の衝突危険箇所25aに準
備された緩衝体21を介在させることもできるようになっ
ている。
Alternatively, the buffer 21 is filled with seawater in the hollow portion 23 and prepared on the sea floor as an installation work site, and if necessary, a buffer such as a diver is prepared at a collision danger point 25a of the caisson 25 being installed by a site worker such as a diver. 21 can also be interposed.

第2実施例では、比較的オリフィスの長さを長く取
り、噴射抵抗を増大させるようにしてあり、固定または
ポータブルなものとして使用する。
In the second embodiment, the length of the orifice is made relatively long to increase the injection resistance, and is used as a fixed or portable one.

第3図は第3の実施例の構造を図示する縦断面図で、
長円形の断面形状を有するゴムまこはゴム状弾性体より
成る袋状の緩衝体31と、その長径側の開口部32を係着す
る円形ブロック状の口金33とによって中空部34が形成さ
れている。中空部34と外部は円形ブロック状の口金33の
中心に設けられたオリフィス35を通じて連通している。
緩衝体は海水が充填されて設置作業現場たる海底に準備
され、必要に応じ潜水夫等の現場作業者が設置中のケー
ソン36の衝突危険箇所36aに準備された緩衝材を介在さ
せることができるようになっている。
FIG. 3 is a longitudinal sectional view showing the structure of the third embodiment.
A hollow portion 34 is formed by a bag-like cushioning body 31 made of a rubber-like elastic body and a circular block-shaped base 33 for engaging an opening 32 on the longer diameter side of the rubber cone having an oval cross-sectional shape. I have. The hollow portion 34 and the outside communicate with each other through an orifice 35 provided at the center of a circular block-shaped base 33.
The buffer is filled with seawater and prepared on the sea floor as an installation work site, and if necessary, a site worker such as a diver can interpose the prepared buffer material at the collision danger point 36a of the caisson 36 being installed. It has become.

第3の実施例では構造を簡単にして、ポータブルなも
のとし仕様するのに便なようにしてある。
In the third embodiment, the structure is simplified to make it portable and easy to use.

発明の効果 本発明では、反力の発生は充填した海水のオリフィス
通過時の粘性抵抗によるため、反撥弾性がなく設置中の
水中構造物を動揺させることなく、衝突エネルギーを吸
収した後は復元せず水中構造物間の間隙を小さくするこ
とができる。
Effect of the Invention In the present invention, since the reaction force is generated by viscous resistance at the time of passing through the orifice of the filled seawater, there is no rebound resilience and the underwater structure under installation is not shaken, and after absorbing the collision energy, it is restored. The gap between underwater structures can be reduced.

また構造簡単で安価であり、使用後そのまま放置して
も何ら他に悪影響を及ぼさない。
Further, the structure is simple and inexpensive, and even if left as it is after use, there is no adverse effect on others.

さらに予めセットすることもできるし、軽量であるか
ら必要に応じて現場で使用することもできる。
Furthermore, it can be set in advance, and since it is lightweight, it can be used on site as needed.

さらにまた、予想される衝突荷重に対して、適正な大
きさのものを選定して使用できる。
Furthermore, an appropriate size can be selected and used for an expected collision load.

このような利点を持つこの発明に係る水中構造物設置
用緩衝材を使用することによって、水中構造物の設置工
事中の衝突による損傷を防止して困難な損傷悠復工事を
無くし、水中建造物の建造工事のコストの低減を図るこ
とができるばかりでなく、工事期間の短縮も実現するこ
とができる。
By using the cushioning material for installing an underwater structure according to the present invention having such advantages, it is possible to prevent damage due to collision during installation work of the underwater structure, to eliminate difficult damage recovery work, and to realize an underwater building. Not only can the cost of the construction work be reduced, but also the construction period can be shortened.

また作業者は必要以上に衝突に対して神経質になる必
要がなく、作業者の精神的負担を軽減し、その結果作業
能率の向上も図ることができる。
Further, the worker does not need to be more nervous to the collision than necessary, so that the mental burden on the worker is reduced, and as a result, the work efficiency can be improved.

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

第1図は本発明に係る水中構造物配置用緩衝材の第1実
施例の構造を示す縦断面、第2図は第2実施例の構造を
示す縦断面、第3図は第3実施例の構造を示す縦断面、
第4図は本発明の緩衝材の緩衝材特性を示す反力−変形
曲線、第5図はケーソンの設置状況を示す概略図、第6
図はケーソン設置中に本緩衝材が作用している状態を示
す概略図、第7図はケーソン設置完了後に残留した本緩
衝材の状態を示す概略図。 1……緩衝体,2……取付け金具、3……台座、4……頂
板、5……中空部、6……ケーソン、6a……底部側面、
7……台座取付け板、8……短4角筒状側板、9……台
座中空部、10……オリフィス、11……オリフィス、21…
…緩衝体、22……台座部、23……中空部、24……オリフ
ィス、25……ケーソン、31……緩衝体、32……開口部、
33……口金、35……オリフィス。
FIG. 1 is a longitudinal section showing a structure of a first embodiment of a buffer material for arranging underwater structures according to the present invention, FIG. 2 is a longitudinal section showing a structure of a second embodiment, and FIG. 3 is a third embodiment. Longitudinal section showing the structure of
FIG. 4 is a reaction force-deformation curve showing the characteristics of the cushioning material of the present invention, FIG. 5 is a schematic diagram showing the installation state of a caisson, and FIG.
FIG. 7 is a schematic view showing a state where the cushioning material is acting during caisson installation, and FIG. 7 is a schematic view showing a state of the cushioning material remaining after the caisson installation is completed. DESCRIPTION OF SYMBOLS 1 ... buffer, 2 ... mounting bracket, 3 ... pedestal, 4 ... top plate, 5 ... hollow part, 6 ... caisson, 6a ... bottom side surface,
7 pedestal mounting plate, 8 short square tubular side plate, 9 hollow base, 10 orifice, 11 orifice, 21
... buffer, 22 ... pedestal, 23 ... hollow, 24 ... orifice, 25 ... caisson, 31 ... buffer, 32 ... opening,
33 ... Base, 35 ... Orifice.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】ケーソン等の水中構造物に取付けられる緩
衝材であって、内部に水または海水等の液体を充填可能
な中空部を有する弾性袋体と、前記袋体の内部に充填し
た水または海水等の液体を前記袋体の外部へ放出可能に
するオリフィスとを備えたことを特徴とする水中構造物
配置用緩衝材。
An elastic bag body having a hollow portion capable of being filled with a liquid such as water or seawater, which is a cushioning material attached to an underwater structure such as a caisson, and a water filled inside the bag body. Or, an orifice for discharging a liquid such as seawater to the outside of the bag body is provided.
JP16534289A 1989-06-29 1989-06-29 Underwater structure placement cushioning material Expired - Lifetime JP2731946B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16534289A JP2731946B2 (en) 1989-06-29 1989-06-29 Underwater structure placement cushioning material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16534289A JP2731946B2 (en) 1989-06-29 1989-06-29 Underwater structure placement cushioning material

Publications (2)

Publication Number Publication Date
JPH0333323A JPH0333323A (en) 1991-02-13
JP2731946B2 true JP2731946B2 (en) 1998-03-25

Family

ID=15810522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16534289A Expired - Lifetime JP2731946B2 (en) 1989-06-29 1989-06-29 Underwater structure placement cushioning material

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Country Link
JP (1) JP2731946B2 (en)

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JP4703579B2 (en) * 2007-01-29 2011-06-15 清水建設株式会社 Wave protection structure
JP5689738B2 (en) * 2011-05-06 2015-03-25 五洋建設株式会社 Underwater structure contact protective material and underwater structure installation method

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