JP3404565B2 - Method and apparatus for submerging underwater structures - Google Patents
Method and apparatus for submerging underwater structuresInfo
- Publication number
- JP3404565B2 JP3404565B2 JP24961098A JP24961098A JP3404565B2 JP 3404565 B2 JP3404565 B2 JP 3404565B2 JP 24961098 A JP24961098 A JP 24961098A JP 24961098 A JP24961098 A JP 24961098A JP 3404565 B2 JP3404565 B2 JP 3404565B2
- Authority
- JP
- Japan
- Prior art keywords
- underwater structure
- water
- underwater
- buoyancy
- buoyant
- 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 - Fee Related
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、沈埋トンネル用の
沈埋函や橋脚基礎用その他のケーソン等の水中構造物
を、水面上に浮かべた状態から所定の設置位置に沈設さ
せる水中構造物の沈設方法及びその装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the submersion of an underwater structure such as a submerged box for a submerged tunnel, a caisson for a pier foundation or other caisson at a predetermined installation position while floating on the water surface. A method and an apparatus thereof.
【0002】[0002]
【従来の技術】従来、沈埋トンネル用の沈埋函や、橋脚
基礎用若しくは防波堤用のケーソン等の水底構造物は、
陸上の製作ヤードにて製造したものを洋上に浮かべ、沈
設位置まで曳航し、沈降のための設備を使用して所定の
設置位置に沈設させるようにしている。2. Description of the Related Art Conventionally, submerged boxes for submerged tunnels and water bottom structures such as caisson for pier foundation or breakwater are
The products manufactured in the onshore production yard are floated on the ocean, towed to the sinking position, and the facilities for sinking are used to settle at the specified setting position.
【0003】この種の従来工法における水中構造物の沈
設方法には、洋上に浮かべた複数のポンツーンから、ウ
インチにより吊りワイヤーを垂下させ、これに水中構造
物を吊り下げ、ワイヤーを繰り出しつつ沈降させる方法
があり、これは主として大型の沈埋函を大水深域に沈降
させる際に使用されている。In this type of conventional method of submerging an underwater structure, a hanging wire is hung by a winch from a plurality of pontoons floated on the ocean, and the underwater structure is hung on the hanging wire, and the wire is settled down. There is a method, which is mainly used to settle large submerged boxes in deep water.
【0004】この他、水中構造物をそれ自体の浮力で浮
上させておき、内部の注水エリヤに注水することによっ
て浮力を調整し、コントロール用の吊りワイヤーを併用
して沈降させる方法がある。これは比較的浅い水深域に
おいて、クレーン船等の支援によって利用されている。In addition to this, there is a method in which an underwater structure is floated by its own buoyancy, and the buoyancy is adjusted by pouring water into an internal water pouring area, and a suspending wire for control is also used to settle. It is used in relatively shallow water with the support of crane vessels.
【0005】[0005]
【発明が解決しようとする課題】このような従来の沈設
方法の内、ポンツーンから吊り下げる工法は、設備が大
掛かりとなり、多数のウインチやそのコントロール装置
が必要となり、しかも沈設しようとする構造物の姿勢を
保ちつつ水平位置を調整するために高度の技術を要し、
全体としてコスト高となり、小水深域での利用には好ま
しくない。Among such conventional methods of laying down, the method of hanging from a pontoon requires a large amount of equipment, requires a large number of winches and control devices therefor, and further, the structure to be laid down. It requires advanced technology to adjust the horizontal position while maintaining the posture,
The overall cost is high, and it is not suitable for use in small water depths.
【0006】また、内部の注水エリヤに注水することに
よって浮力を調整し、自重で沈降させる方法では、注水
エリア内の水が動くためにバランスが取り難く、構造物
の姿勢制御が困難となり、このためクレーン船等の支援
が不可欠となり、コスト高となるという問題があった。Further, in the method of adjusting the buoyancy by pouring water into the internal pouring area and causing it to settle by its own weight, it is difficult to balance because the water in the pouring area moves, and it becomes difficult to control the posture of the structure. Therefore, the support of crane vessels becomes indispensable, and there is a problem that the cost becomes high.
【0007】本発明は、このような従来の問題に鑑み、
比較的小水深域における大型の水中構造物の沈降が、少
ない設備で簡単に低コストでなし得る水中構造物の沈設
方法及びその装置の提供を目的としたものである。The present invention has been made in view of such conventional problems.
An object of the present invention is to provide a method and an apparatus for submerging a large underwater structure in a relatively small water depth area, which can be easily performed at low cost with a small amount of equipment.
【0008】上述の如き問題を解決し、所期の目的を達
成するための本発明に係る水中構造物の沈設方法の第1
の特徴は、沈設しようとする水中構造物が水底の予定設
置高さにある状態で、下端が該水中構造物と連結状態に
あり、上端が水面上にある長さを有し、かつ前記水中構
造物を浮上させるに充分な浮力を有する細長形状の複数
の浮力体を使用し、該各浮力体を前記水中構造物の所要
個所に、それぞれ上下方向にスライド可能に縦向きに取
り付け、前記水中構造物を自らの重さで水中に沈降する
状態とするとともに各浮力体は上端部分のみが水面上に
突出した状態で前記水中構造物を浮上させる浮力を有す
る状態とし、この状態で各浮力体の上端側に前記水中構
造物を位置させて浮かべ、駆動手段により各浮力体を前
記水中構造物に対して上方に相対移動させることによ
り、該水中構造物を自重で沈降させて沈設することにあ
る。 また、本発明に係る水中構造物の沈設方法の第2の
特徴は、沈設しようとする水中構造物が水底の予定設置
高さにある状態で、下端が該水中構造物と連結状態にあ
り、上端が水面上にある長さを有し、かつ前記水中構造
物を浮上させるに充分な浮力を有する細長形状の複数の
浮力体を使用し、該各浮力体の一端側を前記水中構造物
に対して回動可能に取り付け、前記水中構造物を自らの
重さで水中に沈降可能な状態とするとともに、各浮力体
はこれを縦向きにした際に上端部分のみが水面上に突出
した状態で前記水中構造物を浮上させる浮力を有する状
態とし、前記各浮力体を取り付けた水中構造物を、該浮
力体を駆動手段により上向き方向に徐々に回動させるこ
とにより、該水中構造物を自重で沈降させて沈設するこ
とにある。 A first method of submerging an underwater structure according to the present invention for solving the above problems and achieving the intended purpose .
Is characterized in that the underwater structure to be submerged is at the planned installation height of the water bottom, the lower end is connected to the underwater structure, the upper end has a length above the water surface, and using multiple floating bodies of elongated shape having a sufficient buoyancy to floating the structure, attaching a respective buoyant body to a required location of the underwater structures, each slidably vertically in the vertical direction, the water Settling the structure into the water under its own weight
State and each buoyant body has only the upper end on the water surface.
Has buoyancy to levitate the underwater structure in a protruding state
In this state, the underwater structure is attached to the upper end side of each buoyancy body.
By positioning the structure and floating it, and by moving each buoyant body upward relative to the underwater structure by the driving means, the underwater structure is settled and sunk by its own weight.
It In addition, the second method of depositing an underwater structure according to the present invention
The feature is the planned installation of the underwater structure that is going to be submerged.
At the height, the lower end is connected to the underwater structure.
Has a length such that the upper end is above the water surface, and
Plural slender shapes that have sufficient buoyancy to float an object
A buoyant body is used, and one end side of each buoyant body is connected to the underwater structure.
Rotatably attached to the underwater structure
Each buoyant body is set so that it can sink into the water due to its weight.
Has only the upper end protruding above the water surface when it is oriented vertically
With the buoyancy to levitate the underwater structure
The underwater structure to which each buoyant body is attached.
Gradually rotate the force body in the upward direction by the drive means.
The submerged structure can be settled by its own weight by
And in.
【0009】更に、本発明に係る水中構造物沈設装置の
第1の特徴は、沈設しようとする水中構造物に対し上下
方向にスライド自在に取り付けられ、該水中構造体が水
底の予定設置高さにある状態で、下端が該水中構造物と
連結状態にあり、上端が水面上にある長さを有し、かつ
前記水中構造物を浮上させる浮力を有する細長形状をし
た縦向きの複数の浮力体であって、自らの重さで水中に
沈降可能な状態の水中構造物を、上端部分のみが水面上
に突出した状態で浮上させる浮力を有する浮力体と、該
各浮力体を前記水中構造物に対して上下方向に相対動作
させる駆動機構とを備えたことにある。また、本発明に
係る水中構造物沈設装置の第2の特徴は、沈設しようと
する水中構造物に対し一端側が回動自在に取り付けら
れ、該水中構造体が水底の予定設置高さにある状態で、
下端が該水中構造物と連結状態にあり、上端が水面上に
ある長さを有し、かつ前記水中構造物を浮上させる浮力
を有する細長形状をした縦向きの複数の浮力体であっ
て、自らの重さで水中に沈降可能な状態の水中構造物
を、縦向きにした際に上端部分のみが水面上に突出した
状態で浮上させる浮力を有する浮力体と、該各浮力体を
前記水中構造物に対して他端側を上下方向に回動させる
駆動機構とを備えたことにある。 Furthermore, the underwater structure scavenging apparatus according to the present invention
The first feature is that the underwater structure is slidably attached to the underwater structure to be sunk in the vertical direction, the lower end of the underwater structure is connected to the underwater structure at a predetermined installation height of the water bottom. There has a length upper end is on the water surface, and a plurality of buoyant body portrait in which the elongated shape having a buoyancy for floating the underwater structure, in water at its own weight
For submerged structures that can sink, only the upper end is above the water surface
It is provided with a buoyant body having a buoyant force to levitate in a state of protruding and a drive mechanism for vertically operating the respective buoyant bodies relative to the underwater structure . A second feature of the underwater structure scavenging apparatus according to the present invention is that one end side of the underwater structure is rotatably attached to the underwater structure to be sunk, and the underwater structure is at a planned installation height on the water bottom. so,
A plurality of vertically oriented buoyant bodies having an elongated shape having a length in which the lower end is connected to the underwater structure and the upper end has a length on the water surface, and which has buoyancy to float the underwater structure, A buoyant body having buoyancy to float an underwater structure that can sink in the water under its own weight in a state where only the upper end portion protrudes above the water surface when it is oriented vertically, and each buoyant body And a drive mechanism for rotating the other end of the structure vertically.
【0010】[0010]
【発明の実施の形態】次に本発明の実施の形態を図面に
ついて説明する。図1〜図4は本発明の第一実施形態を
示しており、図において1は、本発明方法によって沈設
しようとする水中構造物である。この構造物1は陸上の
製作ヤード若しくは洋上に浮かべた状態で構築されたも
のであり、この構築物を水底の所定位置に沈降させるに
際し、4隅部の側面に、縦向きの細長形状をした浮力体
2,2,2,2を取り付ける。その取り付けは、沈降現
場の洋上にて取り付けてもよく、製作ヤードにて予め取
り付けた状態で洋上を曳航してもよい。DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described with reference to the drawings. 1 to 4 show a first embodiment of the present invention, in which 1 is an underwater structure to be sunk by the method of the present invention. This structure 1 was constructed in a state where it was floated on a land production yard or on the ocean, and when the structure was settled at predetermined positions on the bottom of the water, buoyancy with a vertically elongated shape on the side faces of the four corners. Attach the body 2, 2, 2, 2. The mounting may be carried out offshore at the sedimentation site, or may be towed offshore in the state of being installed in advance in the production yard.
【0011】構造物1は自らの水中での重さによって水
中に沈降する状態としておく。例えばコンクリートケー
ソンのような中空の構造物では、少なくとも自重によっ
て沈降可能な程度まで、注水や中詰めにより浮力を減
じ、これを全浮力体の浮力によって浮上させる。The structure 1 is set in a state of sinking in water due to its own weight in water. For example, in a hollow structure such as a concrete caisson, buoyancy is reduced by water injection or filling to the extent that it can settle due to its own weight, and this is levitated by the buoyancy of all buoyancy bodies.
【0012】各浮力体2はそれぞれ構造物1に対して縦
向きのスライドガイド(図示せず)を介して上下方向に
スライド自在に取り付け、駆動機構例えばオイルモータ
3によって駆動されるピニオン・ラック機構(図示せ
ず)によって上下方向に移動できるように取り付ける。Each buoyant body 2 is vertically slidably attached to the structure 1 via a vertically oriented slide guide (not shown), and a drive mechanism, for example, a pinion rack mechanism driven by an oil motor 3. It is attached so that it can be moved in the vertical direction (not shown).
【0013】また、浮力体2,2,2,2は、上端部分
のみが水面上に突出した状態で、全浮力体の浮力によっ
て構造物1を水上に浮上させるだけの浮力を有するよう
に、構造物1の水中での重さに合わせて水その他の重り
を下部に収容して浮力調整した状態で使用する。Further, the buoyancy bodies 2, 2, 2 and 2 have a buoyancy force sufficient to float the structure 1 on the water by the buoyancy force of all the buoyancy bodies, with only the upper end portion protruding above the water surface. According to the weight of the structure 1 in water, water and other weights are accommodated in the lower portion and buoyancy is adjusted before use.
【0014】このようにして構造物1に各浮力体2を装
着し、図2に示すようにそれぞれの上端側で構造物1を
支持させることにより構造物1を洋上に浮上さる。そし
て沈設位置上方に構造物1を位置させた状態で、各浮力
体2毎のオイルモータ3を同時に動作させて、図3に示
すように構造物1を下側に、即ち浮力体2を構造物1に
対して上方に相対移動させる。これによって構造物1は
浮力変化なしに自重にて水底方向に沈降し、図4に示す
ように水底4に沈設される。In this way, each buoyant body 2 is attached to the structure 1, and the structure 1 is supported on the upper end side thereof as shown in FIG. 2, whereby the structure 1 is levitated on the sea. Then, with the structure 1 positioned above the sunk position, the oil motors 3 of the respective buoyancy bodies 2 are simultaneously operated to move the structure 1 downward, that is, the buoyancy body 2 as shown in FIG. The object 1 is moved upward relative to the object 1. As a result, the structure 1 sinks in the direction of the water bottom by its own weight without changing the buoyancy, and is sunk on the water bottom 4 as shown in FIG.
【0015】尚、浮力体2の長さは、水深及び構造物の
高さを考慮し、図2に示す沈降開始時の浮上高さのま
ま、図4に示すように構造物1を水底までスライドさせ
るに充分な長さのもの、即ち、構造物1が水底の予定設
置高さにある状態で下端が構造物1と連結状態にあり、
上端が水面上にある長さのものを予め使用する。Considering the water depth and the height of the structure, the length of the buoyancy body 2 remains the floating height at the start of settling as shown in FIG. 2, and the structure 1 to the bottom of the water as shown in FIG. It is long enough to slide, that is, the structure 1 is at the planned installation height of the water bottom, and the lower end is connected to the structure 1,
Use the one whose length is above the water surface in advance.
【0016】また、構造物1に対して浮力体を相対移動
させる駆動手段としては、ピニオン・ラック機構の他、
ウインチとワイヤー等各種の機構が使用できる。As the driving means for moving the buoyant body relative to the structure 1, in addition to the pinion rack mechanism,
Various mechanisms such as winches and wires can be used.
【0017】図5〜図8は、本発明の第2実施形態を示
しており、1は前述と同じ構造体であり、2は同じく浮
力体である。この実施形態では、構造物1の4隅の上縁
部側面に水平方向の支軸5を介して浮力体2の一端側を
回動自在に支持させており、駆動機構、例えばギヤ機構
(図示せず)及びオイルモータ6を使用した機構により
他端側を上下方向に回動できるように取り付ける。5 to 8 show a second embodiment of the present invention, in which 1 is the same structure as described above and 2 is a buoyant body. In this embodiment, one end side of the buoyancy body 2 is rotatably supported on the upper edge side surfaces of the four corners of the structure 1 via horizontal support shafts 5, and a drive mechanism such as a gear mechanism (see FIG. (Not shown) and a mechanism using an oil motor 6 are attached so that the other end can be rotated in the vertical direction.
【0018】予め製作ヤード若しくは沈設現場にて浮力
体2を構造物1の側面上縁に取り付け、図6に示すよう
に浮力体2を水平方向に向けた状態で、構造物1を設置
位置上方の水面上に浮上させる。この状態から図7に示
すように駆動機構のオイルモータ6を動作させて浮力体
2の他端側を上方に回動させる。これによって構造物1
は浮力体2に支えられた状態で自重により降下し、図8
に示すように水底4に設置させる。The buoyant body 2 is attached to the upper edge of the side surface of the structure 1 in advance at the production yard or the sunk site, and the buoyant body 2 is oriented horizontally as shown in FIG. Float above the water surface. From this state, as shown in FIG. 7, the oil motor 6 of the drive mechanism is operated to rotate the other end of the buoyancy body 2 upward. This makes structure 1
Is lowered by its own weight while being supported by the buoyancy body 2,
As shown in FIG.
【0019】尚、この実施形態における駆動機構には、
ギヤ機構とオイルモータを使用しているが、この他ワイ
ヤーとウインチやチェーン機構とオイルモータ等各種の
機構が使用できる。The drive mechanism in this embodiment includes
Although a gear mechanism and an oil motor are used, various other mechanisms such as a wire and a winch, a chain mechanism and an oil motor can be used.
【0020】[0020]
【発明の効果】上述のように、本発明に係る水中構造物
の沈設方法及び装置の内、構造物に対し細長の浮力体
を、縦向きで上下方向にスライド自在に設置し、構造体
を浮力体に対して下側に相対動作させることにより構造
物を沈降させる発明及び、同浮力体の一端側を構造物の
側面に水平軸を中心にして回動可能に取り付け、該浮力
体を上向きに回動させることによって構造物を沈降させ
る発明の何れにあっても、構造体を水上に浮かべた状態
から、水底まで沈降させるまでの間において、浮力の変
動がほとんどない状態で機械的動作によって沈降作業が
なされるものであるため、終始安定してた状態で作業が
なされる。As described above, in the method and apparatus for immersing an underwater structure according to the present invention, a slender buoyant body is installed vertically with respect to the structure so that the structure can be slid vertically. An invention in which a structure is settled by moving it downward relative to a buoyancy body, and one end side of the buoyancy body is rotatably attached to a side surface of the structure about a horizontal axis, and the buoyancy body is directed upward. In any of the inventions in which the structure is settled by rotating it to, the mechanical action is performed in a state where there is almost no change in buoyancy between the state where the structure floats on the water and the time when the structure sinks to the bottom of the water. Since the sedimentation work is performed, the work is performed in a stable state from beginning to end.
【0021】また使用する装置は、沈設しようとする構
造物の側面等に取り付ける複数の浮力体とこれをスライ
ド若しくは回動させるための駆動機構であるため、従来
の沈降設備に比べて構造が簡単であり、装着も場合によ
っては製作ヤードにて予め取り付けておくことも可能で
あり、その作業は容易である。Since the apparatus used is a plurality of buoyant bodies attached to the side surface of the structure to be sunk and a drive mechanism for sliding or rotating the buoyant bodies, the structure is simpler than that of the conventional settling equipment. It is also possible to attach the device in advance in the production yard depending on the case, and the work is easy.
【図1】本発明の第1実施形態の概略を示す斜視図であ
る。FIG. 1 is a perspective view showing an outline of a first embodiment of the present invention.
【図2】同上の構造物浮上状態を示す側面図である。FIG. 2 is a side view showing a floating state of the above structure.
【図3】同上の構造物沈降途中の状態を示す側面図であ
る。FIG. 3 is a side view showing a state in which the structure is being settled.
【図4】同上の構造物水底設置状態を示す側面図であ
る。FIG. 4 is a side view showing a state where the above structure is installed on the water bottom.
【図5】本発明の第2実施形態の概略を示す斜視図であ
る。FIG. 5 is a perspective view showing the outline of a second embodiment of the present invention.
【図6】同上の構造物浮上状態を示す側面図である。FIG. 6 is a side view showing a floating state of the above structure.
【図7】同上の構造物沈降途中の状態を示す側面図であ
る。FIG. 7 is a side view showing a state in which the structure is being settled.
【図8】同上の構造物水底設置状態を示す側面図であ
る。FIG. 8 is a side view showing a state where the above structure is installed on the water bottom.
1 水中構造物 2 浮力体 3 オイルモータ 4 水底 5 支軸 6 オイルモータ 1 underwater structure 2 buoyancy body 3 oil motor 4 bottom 5 spindles 6 oil motor
フロントページの続き (72)発明者 中村 伸也 栃木県那須郡西那須野町四区町1534番1 号 五洋建設株式会社技術研究所内 (56)参考文献 特許2689253(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E02D 23/02 Continuation of the front page (72) Shinya Nakamura 1534-1, Shin-ku, Nishinasuno-machi, Nasu-gun, Tochigi Prefecture, Goyo Construction Co., Ltd. Technical Research Institute (56) References Patent 2689253 (JP, B2) (58) Field (Int.Cl. 7 , DB name) E02D 23/02
Claims (4)
設置高さにある状態で、下端が該水中構造物と連結状態
にあり、上端が水面上にある長さを有し、かつ前記水中
構造物を浮上させるに充分な浮力を有する細長形状の複
数の浮力体を使用し、該各浮力体を前記水中構造物の所
要個所に、それぞれ上下方向にスライド可能に縦向きに
取り付け、前記水中構造物を自らの重さで水中に沈降す
る状態とするとともに各浮力体は上端部分のみが水面上
に突出した状態で前記水中構造物を浮上させる浮力を有
する状態とし、この状態で各浮力体の上端側に前記水中
構造物を位置させて浮かべ、駆動手段により各浮力体を
前記水中構造物に対して上方に相対移動させることによ
り、該水中構造物を自重で沈降させて沈設することを特
徴としてなる水中構造物の沈設方法。1. An underwater structure to be sunk has a length such that the lower end is connected to the underwater structure and the upper end is above the water surface in a state where the underwater structure is to be installed at a planned installation height on the water floor, and using multiple floating bodies of elongated shape having a sufficient buoyancy to floating the underwater structure, fitted with a respective buoyant body to a required location of the underwater structures, each slidably vertically in the vertical direction, the Underwater structures settle into the water under their own weight
And each buoyant body has only the upper end on the water surface.
With buoyancy to float the above-mentioned underwater structure
The buoyancy body is placed under the
An underwater structure characterized in that the structure is positioned and floated, and each buoyant body is relatively moved upward by the drive means with respect to the underwater structure so that the underwater structure is settled and sunk by its own weight. How to deposit.
設置高さにある状態で、下端が該水中構造物と連結状態
にあり、上端が水面上にある長さを有し、かつ前記水中
構造物を浮上させるに充分な浮力を有する細長形状の複
数の浮力体を使用し、該各浮力体の一端側を前記水中構
造物に対して回動可能に取り付け、前記水中構造物を自
らの重さで水中に沈降可能な状態とするとともに、各浮
力体はこれを縦向きにした際に上端部分のみが水面上に
突出した状態で前記水中構造物を浮上させる浮力を有す
る状態とし、前記各浮力体を取り付けた水中構造物を、
該浮力体を駆動手段により上向き方向に徐々に回動させ
ることにより、該水中構造物を自重で沈降させて沈設す
ることを特徴としてなる水中構造物の沈設方法。2. The underwater structure to be sunk has a length such that the lower end is connected to the underwater structure and the upper end is above the water surface in a state where the underwater structure is to be installed at the planned installation height of the water bottom, and using multiple floating bodies of elongated shape having a sufficient buoyancy to floating the underwater structure, rotatably mounted against one end of each of the buoyant body to the underwater structure, the underwater structure itself
The weight of the floats allows them to settle in the water and
When the force body is oriented vertically, only the upper end is above the water surface.
Has buoyancy to levitate the underwater structure in a protruding state
The underwater structure to which each buoyant body is attached,
The buoyant body is gradually rotated upward by the driving means.
By doing so, the underwater structure is settled by its own weight.
Sinking method underwater structure comprising as characterized by that.
向にスライド自在に取り付けられ、該水中構造体が水底
の予定設置高さにある状態で、下端が該水中構造物と連
結状態にあり、上端が水面上にある長さを有し、かつ前
記水中構造物を浮上させる浮力を有する細長形状をした
縦向きの複数の浮力体であって、自らの重さで水中に沈
降可能な状態の水中構造物を、上端部分のみが水面上に
突出した状態で浮上させる浮力を有する浮力体と、該各
浮力体を前記水中構造物に対して上下方向に相対動作さ
せる駆動機構とを備えてなる水中構造物沈設装置。3. An underwater structure slidably attached to an underwater structure to be sunk, the underwater structure being at a planned installation height of the water bottom, and the lower end being connected to the underwater structure. , A plurality of vertically oriented buoyant bodies having an elongated shape having a length whose upper end is above the water surface and having buoyancy to float the underwater structure, and which is submerged in the water under its own weight.
For an underwater structure that can be descended, only the upper end is above the water surface
An underwater structure submerging apparatus comprising: a buoyant body having a buoyant force to float in a protruding state; and a drive mechanism for vertically moving the buoyant bodies relative to the underwater structure.
が回動自在に取り付けられ、該水中構造体が水底の予定
設置高さにある状態で、下端が該水中構造物と連結状態
にあり、上端が水面上にある長さを有し、かつ前記水中
構造物を浮上させる浮力を有する細長形状をした縦向き
の複数の浮力体であって、自らの重さで水中に沈降可能
な状態の水中構造物を、縦向きにした際に上端部分のみ
が水面上に突出した状態で浮上させる浮力を有する浮力
体と、該各浮力体を前記水中構造物に対して他端側を上
下方向に回動させる駆動機構とを備えてなる水中構造物
沈設装置。4. One end side with respect to the underwater structure to be sunk
Is rotatably mounted, the underwater structure is at a planned installation height on the water bottom, the lower end is in a connected state with the underwater structure, and the upper end has a length that is above the water surface, and Plural slender vertical buoyant bodies that have the buoyancy to float underwater structures and can settle in the water under their own weight.
When the vertical structure of an underwater structure in a normal state, only the upper end part
Buoyancy that has the buoyancy that allows the surface to float above the surface of the water
An underwater structure submerging apparatus comprising: a body ; and a drive mechanism that vertically rotates the other end of each of the buoyant bodies with respect to the underwater structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24961098A JP3404565B2 (en) | 1998-09-03 | 1998-09-03 | Method and apparatus for submerging underwater structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24961098A JP3404565B2 (en) | 1998-09-03 | 1998-09-03 | Method and apparatus for submerging underwater structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000080659A JP2000080659A (en) | 2000-03-21 |
JP3404565B2 true JP3404565B2 (en) | 2003-05-12 |
Family
ID=17195598
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Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24961098A Expired - Fee Related JP3404565B2 (en) | 1998-09-03 | 1998-09-03 | Method and apparatus for submerging underwater structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3404565B2 (en) |
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1998
- 1998-09-03 JP JP24961098A patent/JP3404565B2/en not_active Expired - Fee Related
Also Published As
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JP2000080659A (en) | 2000-03-21 |
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