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JP4896256B2 - Underwater placement method - Google Patents
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JP4896256B2 - Underwater placement method - Google Patents

Underwater placement method Download PDF

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JP4896256B2
JP4896256B2 JP2010213680A JP2010213680A JP4896256B2 JP 4896256 B2 JP4896256 B2 JP 4896256B2 JP 2010213680 A JP2010213680 A JP 2010213680A JP 2010213680 A JP2010213680 A JP 2010213680A JP 4896256 B2 JP4896256 B2 JP 4896256B2
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hull
tube
underwater
tubular body
frame member
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JP2011032861A (en
Inventor
秀浩 杉
嘉朗 大森
常雄 那須
篤 茅畑
俊久 畑野
道夫 後藤
廣行 阪本
正 富来
康孝 中井
正 菊地
恭一 永瀬
隆晴 掛橋
朗夫 小島
衛 濱野
光俊 鳥飼
良則 重岡
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Fujita Corp
Sanwa Kizai Co Ltd
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Fujita Corp
Sanwa Kizai Co Ltd
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Description

本発明は埋立地において、浚渫土砂などにセメント系等の固化材を添加した埋立て材を、浚渫土砂と固化材が分離することなく水中打設するようにした水中打設工に関する。 The present invention relates to an underwater placing method in which a landfill material obtained by adding a cement-based solidifying material to dredged sand or the like in a landfill is placed underwater without separating the dredged sand and the solidified material.

浚渫土砂などにセメント系等の固化材を添加し、固化していない状態のものは、埋立て材として使用可能であり、このような埋立て材を水中に打設して埋立てる工法として、(1)トレミー管またはシュートを介して埋立て材を水中に打設する方法、(2)垂直に吊ったケーシングの下端の打設口を、常に一定の深さで既埋立て土中に埋め込んで埋立て材を水中打設する工法が一般的である。   A solidified material such as cement is added to dredged soil, and the solidified material can be used as a landfill material.As a method of landfilling such a landfill material in water, (1) A method of placing a landfill material in water via a tremmy tube or a chute, (2) A placement port at the lower end of a vertically suspended casing is always buried in the existing landfill at a certain depth. In general, the method of placing the landfill material underwater is common.

特開平4−55514号公報Japanese Patent Laid-Open No. 4-55514 特開昭64−58716号公報JP-A-64-58716

しかしながら、上述した従来の工法で埋立て材を水中打設する場合、次のような不具合がある。
上記(1)のトレミー管やシュートを用いる工法では、トレミー管やシュート内に水が充満しており、埋立て材が水底に到達する途中で浚渫土砂と固化材が分離し、埋立て材の品質を確保することができず、また、水質汚濁が生じる不具合があった。
上記(2)の垂直に吊ったケーシングの下端の打設口を常に一定の深さで既埋立て土中に埋め込む工法では、ケーシングを上下鉛直方向に移動することによりケーシングの下端の打設口の高さを常に管理する必要があり、この管理は面倒で、また、干満潮時などのように、水深が変化する場合には、例えば、埋立て材の供給口が高くなるなどしてケーシングへの埋立て材の供給に難がある。また、船を移動させながら埋立て材を連続的に打設することができない。また、砂分が多い場合などのように、埋立て材によってはケーシング内に圧力上昇が発生するなど、施工管理が難しい。
本発明は前記事情に鑑み案出されたものであって、本発明の目的は、埋立て材の品質を確保でき、また、水質汚濁を最小限に抑制でき、また、水深が変化しても埋立て材の供給を支障なく行なえ、さらには、船を移動させながら埋立て材を連続的に打設することができる水中打設工を提供することにある。
However, when the landfill material is driven in water by the conventional method described above, there are the following problems.
In the construction method using tremmy pipes and chutes described in (1) above, the tremmy pipes and chutes are filled with water, and the dredged material and solidified material are separated while the landfill material reaches the bottom of the water. There was a problem that quality could not be ensured and water pollution occurred.
In the method (2) of the method of embedding the lower end of the vertically suspended casing in the already-filled soil at a constant depth, the lower end of the casing is moved by moving the casing in the vertical direction. It is necessary to always manage the height of the housing, and this management is cumbersome, and when the water depth changes, such as at the time of tidal tide, There is difficulty in supplying landfill materials. In addition, the landfill material cannot be driven continuously while moving the ship. Also, depending on the landfill material, such as when there is a lot of sand, the construction management is difficult because the pressure rises in the casing.
The present invention has been devised in view of the above circumstances, and the object of the present invention is to ensure the quality of landfill material, to minimize water pollution, and even if the water depth changes. It is an object of the present invention to provide an underwater placing method that can supply landfill material without hindrance and that can continuously place landfill material while moving a ship.

前記目的を達成するため本発明の水中打設工法は、管体の一方の端部側に、該管体の長さ方向に沿って延在するフレーム部材を設け、前記管体を、前記一方の端部が常に水面上に位置するように、前記フレーム部材を介して船体で上下に揺動可能に支持し、前記管体に挿入されるスクリュー羽根の回転用のモータを前記スクリュー羽根の端部に連結すると共に前記モータを前記フレーム部材上に前記管体の長手方向に移動可能に配設し、前記フレーム部材に、前記モータおよびスクリュー羽根を前記管体の延在方向に沿ってスライドさせる油圧シリンダを設け、水底の深さの変化に対応させ、前記管体の他方の端部が常に水底から所定の距離だけ離れた箇所に臨むように前記管体を上下に揺動させ、前記管体の一方の端部から埋立て材を供給し、前記管体の内部でスクリュー羽根を回転させ埋立て材を密着した状態で管体内を押し進め、水底上に打設するようにし、メンテナンス時に、前記油圧シリンダにより前記モータおよびスクリュー羽根を前記管体の延在方向に沿ってスライドさせ、前記埋立て材の打設は、水底の深さの変化に対応させて前記管体を上下に揺動させ、船体を移動させつつ連続して行われることを特徴とする。 In order to achieve the above object, the underwater placing method of the present invention is provided with a frame member extending along the length direction of the tubular body on one end side of the tubular body, and the tubular body is disposed on the one side. The end of the screw blade is supported so as to be able to swing up and down by the hull through the frame member so that the end portion of the screw blade is always positioned on the water surface. And the motor is disposed on the frame member so as to be movable in the longitudinal direction of the tubular body, and the motor and screw blades are slid along the extending direction of the tubular body on the frame member. A hydraulic cylinder is provided to respond to changes in the depth of the water bottom, and the pipe body is swung up and down so that the other end of the pipe body always faces a location that is a predetermined distance away from the water bottom. Supplying landfill material from one end of the body The screw blade is rotated inside the tube body to push the tube body in a state in which the landfill material is in close contact, and is placed on the bottom of the water. During maintenance, the motor and the screw blade are connected to the tube body by the hydraulic cylinder. The reclamation material is continuously cast while moving the hull by swinging the pipe body up and down in response to changes in the depth of the water bottom. It is characterized by that.

本発明によれば、埋立て材が、管体の内部を密着した状態で押し進められるので、埋立て材が分離する虞は少なく、したがって、埋立て材の品質を確保でき、また、水質汚濁を最小限に抑制できる。
また、管体を揺動させることで、干満潮時などのように水深が変化しても簡単に対応できる。
また、高さが不均一な海底上に埋立て材を連続して打設して行くことも可能となる。
According to the present invention, since the landfill material is pushed forward in a state where the inside of the tube is in close contact, the landfill material is less likely to be separated, and therefore the quality of the landfill material can be ensured, and water pollution can be prevented. It can be minimized.
In addition, by swinging the tube, it is possible to easily cope with changes in water depth such as during tidal periods.
In addition, it is possible to continuously landfill landfills on the seabed with uneven height.

水中打設船の平面図である。It is a top view of an underwater driving vessel. 埋立て材を水中打設している状態の水中打設船の正面図である。It is a front view of the underwater placing ship in the state where the landfill material is placed underwater. 水中打設装置の正面図である。It is a front view of an underwater driving device. 水中打設装置の平面図である。It is a top view of an underwater driving device. 水中打設船の移動時の正面図である。It is a front view at the time of movement of an underwater driving vessel. 水中打設船と固化処理船と固化材プラント船と土運搬船との位置関係の説明図である。It is explanatory drawing of the positional relationship of an underwater driving ship, a solidification processing ship, a solidification material plant ship, and a soil conveyance ship.

以下、本発明の水中打設工法を添付図面にしたがって説明する。
図6は水中打設船と固化処理船と固化材プラント船と土運搬船との位置関係の説明図を示す。
図6に示すように、例えば、海上に、水中打設船12と固化処理船14と固化材プラント船16とがそれぞれアンカーを介して配置され、図6において符号Rはアンカロープを示す。
固化処理船14に土運船18から浚渫土砂が運ばれ、固化材プラント船16で作られたセメントミルクが固化処理船14に供給され、固化処理船14で浚渫土砂とセメントミルクが攪拌混合され埋立て材とされる。そして、この埋立て材は海上配管Hを介してエアーにより水中打設船12に圧送され、水中打設船12により海底に打設される。
Hereinafter, the underwater placing method of the present invention will be described with reference to the accompanying drawings.
FIG. 6 is an explanatory diagram of the positional relationship among the underwater driving ship, the solidification processing ship, the solidification material plant ship, and the earth transporting ship.
As shown in FIG. 6, for example, the underwater driving ship 12, the solidification processing ship 14, and the solidification material plant ship 16 are arranged on the sea via anchors, and in FIG. 6, a symbol R indicates an anchor rope.
The dredged sand is transported from the earth transport ship 18 to the solidification processing ship 14, the cement milk produced by the solidification plant ship 16 is supplied to the solidification processing ship 14, and the dredged sand and cement milk are stirred and mixed in the solidification processing ship 14. It is considered as landfill material. Then, the landfill material is pumped to the underwater placement ship 12 by air through the offshore pipe H, and is placed on the seabed by the underwater placement ship 12.

図1は水中打設船の平面図、図2は埋立て材を水中打設している状態の水中打設船の正面図、図3は水中打設装置の正面図、図4は水中打設装置の平面図、図5は水中打設船の移動時の正面図を示す。
図1に示すように、水中打設船12は船体20を備え、船体20には、海上配管Hを介して圧送されてくる埋立て材から空気を分離するサイクロン22と、空気が分離された埋立て材を貯溜する貯泥槽24と、貯泥槽24から供給される埋立て材を水中打設する水中打設装置26と、水中打設装置26を上下に揺動させる揺動駆動手段28を備えている。
船体20は前後方向の長さが左右方向の幅よりも大きい平面視長方形に形成され、図1において、符号2002はアンカロープRの巻き上げ繰り出しを行なう送船ウィンチ、2004は操作室、2006は制御室を示す。
FIG. 1 is a plan view of the submerged vessel, FIG. 2 is a front view of the submerged vessel with the landfill material being submerged, FIG. 3 is a front view of the submerged device, and FIG. FIG. 5 is a plan view of the installation apparatus, and FIG.
As shown in FIG. 1, the underwater vessel 12 includes a hull 20, and the hull 20 is separated from a cyclone 22 that separates air from landfill material that is pressure-fed via a marine pipe H, and the air. A mud storage tank 24 for storing the landfill material, an underwater placing device 26 for placing the landfill material supplied from the mud tank 24 underwater, and a swing drive means for swinging the underwater placement apparatus 26 up and down. 28.
The hull 20 is formed in a rectangular shape in plan view in which the length in the front-rear direction is larger than the width in the left-right direction. In FIG. Indicates.

水中打設装置26は、船体20の左右方向の端部に位置する船体20の側部に配設されている。
水中打設装置26は、直線状に延在し船体20の前後長さに対応した長い長さを有する管体30と、管体30の一端に設けられ埋立て材が投入されるホッパー32と、管体30の内部に回転可能に配設され回転することで埋立て材を密着した状態で管体30内を押し進めるスクリュー羽根34と、管体30の一端側に設けられスクリュー羽根34を回転駆動する駆動部36とで構成されている。
The underwater driving device 26 is disposed on a side portion of the hull 20 that is located at an end portion in the left-right direction of the hull 20.
The underwater driving device 26 includes a tubular body 30 that extends in a straight line and has a long length corresponding to the longitudinal length of the hull 20, and a hopper 32 that is provided at one end of the tubular body 30 and into which a landfill material is charged. The screw blade 34 that is rotatably disposed inside the tube body 30 and rotates to push the inside of the tube body 30 in close contact with the landfill material, and the screw blade 34 provided on one end side of the tube body 30 is rotated. It is comprised with the drive part 36 to drive.

管体30は、船体20の前後長さに対応した長い長さを有し、その長さ方向を船体20の前後方向に向けて配設されている。この場合、管体30の長さは、船体20の前後長さよりも長くてもよく、あるいは、短くてもよく、あるいは、ほぼ同じでもよいが、要するに、管体30の長さは、船体20の前後長さと比べる程度に十分に長い長さを有している。
本実施の形態では、管体30は互いに平行に延在するように2本併設して設けられ、各管体30にそれぞれスクリュー羽根34が配設され、各管体30の先端までスクリュー羽根34が延在している。
また、本実施の形態では、管体30の他端に、ゴムなどのような可撓可能な材料からなる可撓管38が管体30と同軸状に延在するように取着されている。スクリュー羽根34は、各管体30の先端まで延在しているが、この可撓管38の内部には延在していない。このように可撓管38を管体30の先端に設けることで、管体30が海底に接触することにより生じる水中打設装置26の損傷を最小限に抑えるように構成されている。
The pipe body 30 has a long length corresponding to the front-rear length of the hull 20, and the length direction thereof is arranged in the front-rear direction of the hull 20. In this case, the length of the tubular body 30 may be longer than the front-rear length of the hull 20, or may be shorter or substantially the same, but in short, the length of the tubular body 30 is the same as that of the hull 20. It has a sufficiently long length as compared with the front and rear lengths.
In the present embodiment, two pipe bodies 30 are provided side by side so as to extend in parallel to each other, and screw blades 34 are provided in each pipe body 30, and the screw blades 34 are provided up to the tip of each pipe body 30. Is extended.
In this embodiment, a flexible tube 38 made of a flexible material such as rubber is attached to the other end of the tube 30 so as to extend coaxially with the tube 30. . The screw blade 34 extends to the tip of each tube body 30, but does not extend inside the flexible tube 38. By providing the flexible tube 38 at the distal end of the tubular body 30 in this way, it is configured to minimize damage to the underwater driving device 26 caused by the tubular body 30 coming into contact with the seabed.

また、2本の管体30の一端の上面には前記ホッパー32が設けられている。
ホッパー32は単一で、このホッパー32に貯泥槽24から埋立て材が投入され、ホッパー32から2本の管体30に埋立て材が投入される。
本実施の形態では、埋立て材がホッパー32から管体30に均等に投入されるように、図3に示すように、ホッパー32の底部に攪拌機3202が配設されている。また、管体30の傾斜の如何に拘わらず埋立て材が貯泥槽24からホッパー32に円滑に投入されるように、ホッパー32の開口3204は前後に長く形成され、この開口3204の中央に貯泥槽24の投入口2402が臨んでいる。
The hopper 32 is provided on the upper surface of one end of the two pipe bodies 30.
The hopper 32 is single, and the landfill material is put into the hopper 32 from the mud storage tank 24, and the landfill material is put into the two pipe bodies 30 from the hopper 32.
In the present embodiment, as shown in FIG. 3, a stirrer 3202 is disposed at the bottom of the hopper 32 so that the landfill material is uniformly introduced into the tube body 30 from the hopper 32. In addition, the opening 3204 of the hopper 32 is formed long in the front and rear directions so that the reclamation material can be smoothly put into the hopper 32 from the mud storage tank 24 regardless of the inclination of the tube body 30. The inlet 2402 of the mud storage tank 24 faces.

2本の管体30の一端の下面には、管体30の延長上を延在するようにフレーム部材40が設けられ、このフレーム部材40は、船体20に固定されたブラケット2010、ブラケット2010とフレーム部材40に挿通されたピン2012を介して船体20で支持され、ピン2012は船体20の前部寄りの部分に位置している。これにより管体30は、ホッパー32が常に水面上に位置するように、ピン2012を支点として船体20の前部寄り箇所で揺動可能に支持されている。
前記駆動部36は油圧式あるいは電動式のモータで構成され、スクリュー羽根34に対応して2つ設けられている。そして、各スクリュー羽根34の上端はそれぞれモータに連結され、各モータはフレーム部材40上に管体30の長手方向に沿って移動可能に配設されている。
また、前記フレーム部材40の端部には油圧シリンダ42が2つ設けられ、各油圧シリンダ42のピストンロッドは対応するモータに連結され、油圧シリンダ42の伸縮作動により、スクリュー羽根34およびモータは管体30の延在方向に沿ってスライドするように構成されている。このように管体30に対してスクリュー羽根34をスライドさせることにより、目詰まりなどを除去するメンテナンス時に大変便利となる。
A frame member 40 is provided on the lower surface of one end of the two tube bodies 30 so as to extend on the extension of the tube body 30. The frame member 40 includes a bracket 2010 and a bracket 2010 fixed to the hull 20. It is supported by the hull 20 via a pin 2012 inserted through the frame member 40, and the pin 2012 is located in a portion near the front portion of the hull 20. As a result, the tube body 30 is supported so as to be swingable at a position near the front portion of the hull 20 with the pin 2012 as a fulcrum so that the hopper 32 is always located on the water surface.
The drive unit 36 is constituted by a hydraulic or electric motor, and two are provided corresponding to the screw blades 34. And the upper end of each screw blade | wing 34 is each connected with a motor, and each motor is arrange | positioned on the frame member 40 so that the movement along the longitudinal direction of the tubular body 30 is possible.
Two hydraulic cylinders 42 are provided at the end of the frame member 40, and the piston rod of each hydraulic cylinder 42 is connected to a corresponding motor. The body 30 is configured to slide along the extending direction. By sliding the screw blades 34 with respect to the tubular body 30 in this way, it becomes very convenient during maintenance to remove clogging and the like.

揺動駆動手段28は、船体20上に配設されたウィンチ2802と、ウィンチ2802に巻回されたワイヤ2804と、船体20の後部で幅方向の外縁に設けられたワイヤ案内部2806とを備えている。
ウィンチ2802から引き出されたワイヤ2804は、ワイヤ案内部2806を経て端部が管体30の先端寄り箇所に連結され、ウィンチ2802の駆動により水中打設装置26がピン2012を支点として上下に揺動するように構成されている。そして、管体30を船体20の側部で水平に吊り上げられるように、前記ワイヤ案内部2806は、所定の高さの支柱2806Aと、この支柱2806Aの上端に配設されワイヤ2804を案内する滑車2806Bから構成されている。
The swing drive means 28 includes a winch 2802 disposed on the hull 20, a wire 2804 wound around the winch 2802, and a wire guide portion 2806 provided at the outer edge in the width direction at the rear of the hull 20. ing.
The end of the wire 2804 drawn from the winch 2802 is connected to a position near the tip of the tubular body 30 through the wire guide portion 2806, and the underwater driving device 26 swings up and down about the pin 2012 as a fulcrum by driving the winch 2802. Is configured to do. The wire guide portion 2806 includes a pillar 2806A having a predetermined height and a pulley that guides the wire 2804 disposed at the upper end of the pillar 2806A so that the tube body 30 can be lifted horizontally at the side of the hull 20. 2806B.

次に、水中打設船12により埋立て材を海底に打設する場合について説明する。
水中打設船12では、管体30の先端、すなわち、可撓管38が海底から所定の距離だけ離れた箇所に臨むように、ウィンチ2802、ワイヤ2804を介して管体30の揺動角度、すなわち水中打設装置26の揺動角度が調節される。
埋立て材は海上配管Hを介して固化処理船14から水中打設船12のサイクロン22に供給され、サイクロン22で空気が分離された後、埋立て材は貯泥槽24に貯溜され、貯泥槽24からホッパー32に供給され、攪拌機3202を経てスクリュー羽根34上に埋立て材が供給される。分離された空気は空気排出管Jを通じ安全に放出される。
Next, the case where the landfill material is placed on the seabed by the underwater placement ship 12 will be described.
In the underwater driving vessel 12, the swing angle of the tubular body 30 via the winch 2802 and the wire 2804 so that the distal end of the tubular body 30, that is, the flexible tube 38 faces a predetermined distance from the seabed, That is, the swing angle of the underwater driving device 26 is adjusted.
The landfill material is supplied from the solidification processing vessel 14 to the cyclone 22 of the underwater placement ship 12 via the offshore pipe H, and after the air is separated by the cyclone 22, the landfill material is stored in the mud storage tank 24 and stored. The mud tank 24 is supplied to the hopper 32, and the landfill material is supplied onto the screw blades 34 through the stirrer 3202. The separated air is safely discharged through the air discharge pipe J.

そして、駆動部36によりスクリュー羽根34が回転駆動され、管体30の内部に海水が充満しているものの、埋立て材は、管体30の内部をスクリュー羽根34により密着した状態で押し進められ、可撓管38から海底に打設される。
この場合、埋立て材は、管体30の内部を密着した状態で押し進められるので、海底に至る前に管体30の内部で浚渫土砂と固化材が分離することがない。
また、可撓管38が海底から所定の距離だけ離れた箇所に臨むように、揺動駆動手段28により管体30の揺動角度が調節されるので、可撓管38から押し出された埋立て材が海底上で浚渫土砂と固化材に分離する虞は少なく、また、海水を汚濁する虞も少ない。すなわち、埋立て材の品質を確保でき、また、水質汚濁を最小限に抑制できる。本実施の形態では、ホッパー32から可撓管38までの長さが約30m程度であり、可撓管38と海底との間に2m程度の距離を開けるので、30m程度の海底まで埋立て材を打設することができる。
And although the screw blade 34 is rotationally driven by the drive part 36 and the inside of the pipe body 30 is filled with seawater, the landfill material is pushed forward in a state in which the inside of the pipe body 30 is in close contact with the screw blade 34, It is driven from the flexible tube 38 to the seabed.
In this case, since the landfill material is pushed forward in a state where the inside of the tube body 30 is in close contact, the dredged sand and the solidified material are not separated inside the tube body 30 before reaching the seabed.
Further, since the swinging angle of the tube body 30 is adjusted by the swinging drive means 28 so that the flexible tube 38 faces a place away from the seabed by a predetermined distance, the landfill pushed out from the flexible tube 38 is buried. There is little risk that the material will be separated into dredged sand and solidified material on the seabed, and there is also little risk of contaminating seawater. That is, the quality of the landfill material can be ensured, and water pollution can be minimized. In this embodiment, the length from the hopper 32 to the flexible tube 38 is about 30 m, and a distance of about 2 m is opened between the flexible tube 38 and the seabed. Can be placed.

また、揺動駆動手段28により管体30を揺動させることで、管体30の先端の深さ(海底からの高さ)すなわち可撓管38の深さ(海底からの高さ)を変えることができるので、干満潮時などのように水深が変化しても簡単に対応できる。
また、海底の深さに応じて揺動駆動手段28により管体30を揺動させつつ船体20を移動させれば、高さが不均一な海底上に埋立て材を連続して打設して行くことも可能となる。なお、この場合の船体20の移動は、例えば、船体20を前方に移動させる場合には、船体20の後部に配置された送船ウィンチ2002においてアンカロープRを繰り出し、また、船体20の前部に配置された送船ウィンチ2002においてアンカロープRを巻き上げることで行われる。
また、管体30を、その長さ方向を船体20の前後方向に向けて配設し、管体30の一端側を船体20の前部寄り部分でピン2012を介して上下に揺動可能に支持し、かつ、管体30の他端側に連結されたワイヤ2804の荷重を受けるワイヤ案内部2806を船体20の後部に配設したので、長尺で重量大なる水中打設装置26の重量を船体20の前後部全体で受けることができ、図2で示すように、打設作業中の船体20の安定性を高め、また、図5で示すように、管体30を海面上で水平状態として移動する際の船体20の走行安定性を高める上でも極めて有利となる。
Further, the tube body 30 is swung by the rocking drive means 28, thereby changing the depth (height from the seabed) of the tube body 30, that is, the depth of the flexible tube 38 (height from the seabed). Because it can, it can easily cope with changes in water depth, such as during tidal periods.
Further, if the hull 20 is moved while the tube body 30 is swung by the rocking drive means 28 according to the depth of the seabed, the landfill material is continuously placed on the seabed having a non-uniform height. It is also possible to go. The hull 20 is moved in this case, for example, when the hull 20 is moved forward, the anchor rope R is fed out in the ship winch 2002 arranged at the rear of the hull 20, and the hull 20 is moved to the front of the hull 20. This is performed by winding up the anchor rope R in the arranged ship sending winch 2002.
Further, the tube body 30 is arranged with its length direction facing the front-rear direction of the hull 20, and one end side of the tube body 30 can swing up and down via a pin 2012 at a portion near the front of the hull 20. Since the wire guide portion 2806 that supports and receives the load of the wire 2804 connected to the other end side of the tube body 30 is disposed at the rear portion of the hull 20, the weight of the long and heavy underwater driving device 26 is increased. As shown in FIG. 2, the stability of the hull 20 during the placing operation is improved, and as shown in FIG. 5, the tube 30 is horizontally placed on the sea surface. This is extremely advantageous for improving the running stability of the hull 20 when moving as a state.

なお、前記の実施の形態では、船体20の幅方向の側部に水中打設装置26を配設した場合について説明したが、船体の前端または後端を除く部分で船体を幅方向に分割し、これら分割した船体間に水中打設装置を配設することも可能である。   In the above embodiment, the case where the underwater driving device 26 is disposed on the side in the width direction of the hull 20 has been described. However, the hull is divided in the width direction at portions other than the front end or the rear end of the hull. It is also possible to arrange an underwater driving device between these divided hulls.

以上の説明で明らかなように本発明の水中打設工法によれば、埋立て材の品質を確保でき、また、水質汚濁を最小限に抑制でき、また、水深が変化しても埋立て材の供給を支障なく行なえ、さらには、船を移動させながら埋立て材を連続的に打設することも可能となる。
また、メンテナンス時に、油圧シリンダ42の伸縮作動により、スクリュー羽根34およびモータを管体30の延在方向に沿ってスライドできるので、目詰まりなどを除去でき大変便利となる。
As is clear from the above description, according to the underwater placing method of the present invention, the quality of the landfill material can be secured, water pollution can be suppressed to a minimum, and even if the water depth changes, the landfill is reclaimed. The material can be supplied without hindrance, and the landfill material can be continuously placed while moving the ship.
Also, during maintenance, the screw blades 34 and the motor can be slid along the extending direction of the tubular body 30 by the expansion and contraction operation of the hydraulic cylinder 42, so that clogging and the like can be removed, which is very convenient.

12 水中打設船
20 船体
22 サイクロン
24 貯泥槽
26 水中打設装置
28 揺動駆動手段
30 管体
32 ホッパー
34 スクリュー羽根
36 駆動部
DESCRIPTION OF SYMBOLS 12 Underwater placing ship 20 Hull 22 Cyclone 24 Mud storage tank 26 Underwater placing device 28 Swing drive means 30 Tubing body 32 Hopper 34 Screw blade 36 Drive part

Claims (3)

管体の一方の端部側に、該管体の長さ方向に沿って延在するフレーム部材を設け、
前記管体を、前記一方の端部が常に水面上に位置するように、前記フレーム部材を介して船体で上下に揺動可能に支持し、
前記管体に挿入されるスクリュー羽根の回転用のモータを前記スクリュー羽根の端部に連結すると共に前記モータを前記フレーム部材上に前記管体の長手方向に移動可能に配設し、
前記フレーム部材に、前記モータおよびスクリュー羽根を前記管体の延在方向に沿ってスライドさせる油圧シリンダを設け、
水底の深さの変化に対応させ、前記管体の他方の端部が常に水底から所定の距離だけ離れた箇所に臨むように前記管体を上下に揺動させ、
前記管体の一方の端部から埋立て材を供給し、前記管体の内部でスクリュー羽根を回転させ埋立て材を密着した状態で管体内を押し進め、水底上に打設するようにし、
メンテナンス時に、前記油圧シリンダにより前記モータおよびスクリュー羽根を前記管体の延在方向に沿ってスライドさせ、
前記埋立て材の打設は、水底の深さの変化に対応させて前記管体を上下に揺動させ、船体を移動させつつ連続して行われる、
ことを特徴とする水中打設工法。
A frame member extending along the length direction of the tubular body is provided on one end side of the tubular body,
The tube is supported so as to be able to swing up and down with the hull through the frame member so that the one end is always located on the water surface,
A motor for rotating a screw blade inserted into the tube is connected to an end of the screw blade, and the motor is disposed on the frame member so as to be movable in the longitudinal direction of the tube,
The frame member is provided with a hydraulic cylinder that slides the motor and screw blades along the extending direction of the tubular body,
Corresponding to the change in the depth of the water bottom, the pipe body is swung up and down so that the other end of the pipe body always faces a place away from the water bottom by a predetermined distance,
Supplying landfill material from one end of the tube, rotating the screw blades inside the tube and pushing the tube body in close contact with the landfill material, so as to be placed on the bottom of the water,
During maintenance, the motor and screw blades are slid along the extending direction of the tubular body by the hydraulic cylinder ,
The placing of the landfill material is performed continuously while moving the hull up and down by moving the pipe up and down in response to a change in the depth of the water bottom,
An underwater placement method characterized by this.
前記管体は、前記船体の前後長さに対応した長い長さを有し、前記管体は、その長さ方向を船体の前後方向に向けて配設されると共に、前記フレーム部材が船体の前部または後部のうちの一方寄りの部分に揺動可能に結合され、前記管体の上下揺動はこの結合部分を支点として船体の前部または後部のうちの他方の部分から吊り下げたワイヤを介して行われることを特徴とする請求項記載の水中打設工法。 The tubular body has a long length corresponding to the longitudinal length of the hull, the tubular body is disposed with its length direction directed in the longitudinal direction of the hull, and the frame member is formed of the hull. A wire that is swingably coupled to one of the front part and the rear part, and that the vertical swing of the tube is suspended from the other part of the front or rear part of the hull with the joint part as a fulcrum The underwater placing method according to claim 1 , wherein the underwater placing method is performed. 前記埋立て材は、浚渫土砂にセメント系等の固化材を添加したものであることを特徴とする請求項1または2記載の水中打設工法。 3. The underwater placing method according to claim 1, wherein the landfill material is a dredged material obtained by adding a cement-based solidifying material to dredged sand.
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