JP2010275854A - Underwater placing boat - Google Patents

Underwater placing boat Download PDF

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JP2010275854A
JP2010275854A JP2010162470A JP2010162470A JP2010275854A JP 2010275854 A JP2010275854 A JP 2010275854A JP 2010162470 A JP2010162470 A JP 2010162470A JP 2010162470 A JP2010162470 A JP 2010162470A JP 2010275854 A JP2010275854 A JP 2010275854A
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underwater
tubular body
landfill material
hull
tubular
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JP4822469B2 (en
Inventor
Kyoichi Nagase
恭一 永瀬
Atsushi Kayahata
篤 茅畑
Toshihisa Hatano
俊久 畑野
Michio Goto
道夫 後藤
Hiroyuki Sakamoto
廣行 阪本
Yasutaka Nakai
康孝 中井
Takafumi Kishiguchi
孝文 岸口
Hidehiro Sugi
秀浩 杉
Yoshiaki Omori
嘉朗 大森
Tadashi Tomiki
正 富来
Tadashi Kikuchi
正 菊地
Tsuneo Nasu
常雄 那須
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Fujita Corp
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Fujita Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins

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  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To place a large amount of land-fill material while suppressing water contamination to a minimum extent. <P>SOLUTION: An angle of oscillation of a tube 30 is adjusted, and when the lower end of a cylindrical member 54 reaches a sea bed B, the lower end of the cylindrical member 54 sinks into floating mud deposited on the sea bed B. The land-fill material is pushed ahead inside the tube 30 by a screw blade 34 in a cohesive state. The land-fill material pushed out of a lower end 3010 of the tube 30 hits a rectifying member 52, and it is directed toward the inside of the cylindrical member 54. Then the land-fill material hits the inside of the cylindrical member 54, whereby the inside of the cylindrical member 54 is filled upward from below. Further, the land-fill material with attenuated momentum (flow rate) overflows from the upper end of the cylindrical member 54 to the outside of the same, and the land-fill material with attenuated momentum (flow rate) is sequentially deposited on the sea bed B around the cylindrical member 54 in a spreading manner, so that the land-fill material may be placed. <P>COPYRIGHT: (C)2011,JPO&INPIT

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法および水中打設具ならびに水中打設船に関する。   The present invention provides an underwater placing method and underwater placement in which landfill material obtained by adding a solidifying material such as cement to dredged soil is submerged in a landfill without separating the dredged sand and the solidified material. Related to equipment and underwater launcher.

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工法、(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(例えば、特公平6−63214号や特公平6−63215号など)が一般的である。   A solidified material such as cement is added to dredged soil, and the one that has not been solidified can be used as a landfill material.As a method of placing such a landfill material in water, (1) Construction method in which landfill material is placed in water via a tremmy pipe or chute. (2) The placement port at the lower end of a vertically suspended casing is always buried in the existing landfill at a certain depth. In general, a construction method (for example, Japanese Patent Publication No. 6-63214 and Japanese Patent Publication No. 6-63215) in which a landfill material is driven in water is common.

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、ケーシングの下端が常に既埋立て土中に埋め込まれている状態が維持される必要があり、そのため先に打設された既埋立て土をその内部から押し広げるような少量ずつの打設しか行えず、短時間で大量の土砂を打設することができない。
すなわち、短時間で大量の土砂を打設すると、ケーシングの下端の振動が大きくなり、また、ケーシングの下端から流出される埋立て材の勢い(流速)も大きくなる。そのため、ケーシングの下端で周囲の浮泥や先に打設された既埋立て土を撹乱させ、また、埋立て材は水底に当たってケーシングの径方向外方に勢いよく流出するため、ケーシングの下端が水中に露出すると共に埋立て材は水底上の広い範囲にわたって拡散される。その結果、水質汚濁が生じ、また、埋立て材が何処に打設されたかも不明となる。
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えつつ大量の埋立て材を打設できる水中打設工法および水中打設具ならびに水中打設船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 construction method (2) in which the casting port at the lower end of the vertically suspended casing is always embedded in the existing landfill at a certain depth, the lower end of the casing is always embedded in the existing landfill. Therefore, it is possible to place only a small amount of the existing landfill that has been previously placed, and to push a large amount of earth and sand in a short time.
That is, when a large amount of earth and sand is placed in a short time, the vibration at the lower end of the casing increases, and the momentum (flow velocity) of the landfill material flowing out from the lower end of the casing increases. Therefore, the lower end of the casing disturbs the surrounding floating mud and the previously disposed landfill, and the landfill material hits the bottom of the water and flows out vigorously outward in the radial direction of the casing. The landfill material is spread over a wide area on the bottom of the water as it is exposed to the water. As a result, water pollution occurs, and it is unclear where the landfill material was placed.
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 the landfill material and to drive a large amount of landfill material while minimizing water pollution. It is to provide an underwater driving method, an underwater driving tool, and an underwater driving boat.

前記目的を達成するため本発明の水中打設工法は、管体の下端に、上下に開放状で上端が前記管体の先端よりも上位に位置すると共に下端が前記管体の下端よりも下方に位置して管体の下端部分の周囲を囲む筒状部材を配設し、前記管体の下端の下方に臨ませて、該下端から流出される埋立て材に衝当し埋立て材の流れを前記筒状部材の内面に向ける整流部材を設け、前記筒状部材の下端を水底上に付け、前記管体の下端から流出される埋立て材を整流部材を介して前記筒状部材の内面に衝当させ、前記筒状部材の内側で前記埋立て材の流れの勢いを減衰して埋立て材を筒状部材の内部に充填していき、前記管体の外周面と筒状部材の内周面で形成される環状空間の上端から、前記勢いが減衰された埋立て材を溢れ出させるようにして埋立て材を水底上に打設するようにしたことを特徴とする。
また、本発明の水中打設具は、整流部材と筒状部材を備え、前記整流部材は、前記管体の下端の下方に臨み該下端から流出される埋立て材に衝当して埋立て材を管体の径方向外方に向けるように前記管体に取着され、前記筒状部材は、上下に開放状で上端が前記管体の下端よりも上位に位置すると共に下端が前記管体の下端よりも下方に位置して管体の下端部分および前記整流部材の周囲を囲むように前記管体に取着されていることを特徴とする。
また、本発明の水中打設船は、前後方向の長さを有する船体と、前記船体に設けられた水中打設装置とを備え、前記水中打設装置は、直線状に延在し前記船体の前後長さに対応した長い長さを有する管体と、前記管体の一端に設けられ埋立て材が投入されるホッパーと、前記管体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内を押し進めるスクリュー羽根と、スクリュー羽根を回転駆動する駆動部と、前記管体の他端に設けられた水中打設具とで構成され、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、前記一端側が船体の前部寄りまたは後部寄りの部分に上下に揺動可能に結合され、前記管体を上下揺動させる揺動駆動手段が設けられ、前記水中打設具は、整流部材と筒状部材を備え、前記整流部材は、前記管体の下端の下方に臨み該下端から流出される埋立て材に衝当して埋立て材を管体の径方向外方に向けるように前記管体に取着され、前記筒状部材は、上下に開放状で上端が前記管体の他端よりも上位に位置すると共に下端が前記管体の他端よりも下方に位置して管体の他端部分および前記整流部材の周囲を囲むように前記管体に取着されていることを特徴とする。
また、本発明の水中打設船は、前記揺動駆動手段が、船体上に配設されワイヤが巻回されたウィンチと、船体の外縁に設けられたワイヤ案内部と、前記ウィンチから引き出され前記ワイヤ案内部を経て端部が前記管体に連結されたワイヤとで構成され、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、前記一端側が船体の前部または後部のうちの一方寄り部分に上下に揺動可能に結合され、前記案内部は、前記船体の前部または後部のうちの他方に設けられていることを特徴とする。
In order to achieve the above object, the underwater placing method according to the present invention includes an open top and bottom at the lower end of the tubular body, the upper end being positioned higher than the distal end of the tubular body, and the lower end being lower than the lower end of the tubular body. A cylindrical member that surrounds the periphery of the lower end portion of the tubular body, is placed below the lower end of the tubular body, hits the landfill material that flows out of the lower end, and A rectifying member for directing the flow toward the inner surface of the cylindrical member is provided, the lower end of the cylindrical member is attached to the bottom of the water, and the landfill material flowing out from the lower end of the tubular body is passed through the rectifying member of the cylindrical member. The tubular member is abutted against the inner surface, and the momentum of the flow of the landfill material is attenuated inside the tubular member to fill the interior of the tubular member with the landfill material, and the outer peripheral surface of the tubular body and the tubular member The landfill is made to overflow the landfill material with attenuated momentum from the upper end of the annular space formed by the inner peripheral surface of Characterized in that was to be pouring onto the bottom of the water.
Further, the underwater driving tool of the present invention includes a rectifying member and a cylindrical member, and the rectifying member hits a landfill material that faces the lower end of the tubular body and flows out from the lower end, and is landfilled. The tubular member is attached to the tubular body so that the material is directed radially outward of the tubular body. The cylindrical member is open in the vertical direction, the upper end is positioned higher than the lower end of the tubular body, and the lower end is the tube. It is located below the lower end of the body and is attached to the tubular body so as to surround the lower end portion of the tubular body and the periphery of the rectifying member.
The underwater driving ship of the present invention includes a hull having a length in the front-rear direction and an underwater driving apparatus provided in the hull, and the underwater driving apparatus extends linearly and extends in the hull. A tube body having a long length corresponding to the longitudinal length of the tube body, a hopper provided at one end of the tube body to which a landfill material is charged, and being rotatably disposed and rotated inside the tube body A screw blade that pushes the pipe body in a state where the landfill material is in close contact, a drive unit that rotationally drives the screw blade, and an underwater driving tool provided at the other end of the pipe body, The length direction of the hull is arranged in the front-rear direction of the hull, and the one end side is coupled to a portion near the front or rear of the hull so as to be able to swing up and down to swing the tube up and down. Dynamic driving means is provided, and the underwater driving tool includes a rectifying member and a cylindrical member. The straightening member is attached to the pipe body so as to face the lower end of the pipe body and hit the landfill material flowing out from the lower end so that the landfill material is directed radially outward of the pipe body. The cylindrical member is open at the top and bottom, the upper end is positioned higher than the other end of the tubular body, and the lower end is positioned below the other end of the tubular body, and the other end portion of the tubular body and It is attached to the tube so as to surround the flow regulating member.
Further, in the underwater driving ship of the present invention, the swing driving means is pulled out from the winch, the winch disposed on the hull and wound with the wire, the wire guide portion provided on the outer edge of the hull, and the winch. The wire is connected to the tube body through the wire guide portion, and the tube body is disposed with its length direction directed in the front-rear direction of the hull, and the one end side of the hull. The guide part is provided on the other of the front part and the rear part of the hull, and is coupled to one of the front part and the rear part so as to be swingable up and down.

本発明によれば、埋立て材の品質を確保でき、また、水質汚濁を抑制しつつ短時間で大量の埋立て材を確実に打設することができる。   According to the present invention, the quality of the landfill material can be ensured, and a large amount of landfill material can be reliably placed in a short time while suppressing water pollution.

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. (A)は水中打設具の断面正面図、(B)は同平面図である。(A) is a cross-sectional front view of the underwater driving tool, and (B) is a plan view thereof. 水中打設具を用いて埋立て材を打設する際の説明図である。It is explanatory drawing at the time of placing a landfill material using an underwater placing tool. (A)は別の実施の形態に係る水中打設具の断面正面図、(B)は同平面図である。(A) is a cross-sectional front view of an underwater driving tool according to another embodiment, and (B) is a plan view of the same. (A)は別の実施の形態に係る水中打設具の断面正面図、(B)は同平面図である。(A) is a cross-sectional front view of an underwater driving tool according to another embodiment, and (B) is a plan view of the same. 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 carrier ship.

以下、本発明の水中打設工法を水中打設具、水中打設船と共に添付図面にしたがって説明する。
図10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10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10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 driving method of the present invention will be described together with the underwater driving tool and the underwater driving ship according to the attached drawings.
FIG. 10 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. 10, for example, an underwater driving ship 12, a solidification processing ship 14, and a solidification material plant ship 16 are arranged on the sea via anchors, and in FIG. 10, a symbol R indicates an anchor rope.
The dredged sand is transported to the solidification processing ship 14 from the ship carrier 18, the cement milk produced by the solidification plant ship 16 is supplied to the solidification processing ship 14, and the dredged sand and the 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. 1, reference numeral 2002 denotes a ship-feeding winch that unwinds and feeds the anchor rope R; 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、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、管体30の他端(先端または下端)に配設された水中打設具50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 pipe body 30 having a long length corresponding to the longitudinal length of the hull 20, a hopper 32 provided at one end of the pipe body 30 to which a landfill material is charged, and the inside of the pipe body 30. A screw blade 34 that pushes the inside of the tubular body 30 in a state where the landfill material is in close contact by rotating and a drive unit 36 that is provided on one end side of the tubular body 30 and rotationally drives the screw blade 34. The underwater driving tool 50 is provided at the other end (tip or lower end) of the tube body 30.

前記管体30は、直線状に延在し後述するように船体20側により揺動可能に支持される管体本体部3002と、管体本体部3002の先端に屈曲部3004を介して設けられ管体本体部3002を水平に向けたときに前記屈曲部3002から斜め下向きに直線状に延在する管体先部3006により構成されている。
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、各管体本体部3002の先端までスクリュー羽根34が延在している。
The tubular body 30 extends linearly and is supported by the hull 20 so as to be swingable as will be described later, and is provided at the distal end of the tubular body main body 3002 via a bent portion 3004. When the tubular body main body 3002 is oriented horizontally, the tubular body tip 3006 extends linearly obliquely downward from the bent portion 3002.
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 tube bodies 30 are provided side by side so as to extend in parallel with each other, screw blades 34 are provided in each tube body 30, and screws are provided to the tips of each tube body main body 3002. The blades 34 extend.

また、2本の管体30(管体本体部3002)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(管体本体部3002)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 (tube body main body 3002).
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. Further, the opening 3204 of the hopper 32 is formed long in the front and rear directions so that the landfill material can be smoothly put into the hopper 32 from the mud storage tank 24 regardless of the inclination of the tube body 30 (tube body portion 3002). The inlet 2402 of the mud storage tank 24 faces the center of the opening 3204.

2本の管体30(管体本体部3002)の一端の下面には、管体30(管体本体部3002)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(管体本体部3002)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(管体本体部3002)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(管体本体部3002)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 (tube body main body portion 3002) so as to extend on the extension of the tube body 30 (tube body main body portion 3002). Is supported by the hull 20 via a bracket 2010 fixed to the hull 20 and a pin 2012 inserted through the bracket 2010 and the frame member 40, and the pin 2012 is located in a portion near the front of the hull 20. As a result, the tube body 30 (tube body body portion 3002) is swingably supported 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. It is comprised so that it may slide along the extension direction of the body 30 (tube main body part 3002). Thus, sliding the screw blades 34 with respect to the tube body 30 (tube body main body 3002) is very convenient during maintenance for removing 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(管体本体部3002)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(管体本体部3002)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 the tip end portion of the tubular body 30 (tubular body 3002) through the wire guide portion 2806, and the underwater driving device 26 is driven by the pin 2012 by driving the winch 2802. It is comprised so that it may rock | fluctuate up and down by using as a supporting point. The wire guide portion 2806 is arranged at a predetermined height 2806A and at the upper end of the support 2806A so that the tube 30 (tube body 3002) can be horizontally lifted at the side of the hull 20. The pulley 2806B guides the wire 2804.

前記水中打設具50は、図6(A)、(B)で示すように、整流部材52と筒状部材54を備えている。
前記整流部材52は、前記管体先部3006の先端(下端)3010の下方に臨むように、複数本のロッド56を介して管体先部3006に取着されている。
そして、整流部材52が管体先部3006の先端3010に臨む面は、先端3010から流出される埋立て材に衝当して埋立て材を管体先部3006の径方向外方に向けるように、中央が先端3010側に突出した円錐面で形成されている。
As shown in FIGS. 6A and 6B, the underwater driving tool 50 includes a rectifying member 52 and a cylindrical member 54.
The straightening member 52 is attached to the tube tip portion 3006 via a plurality of rods 56 so as to face the lower end (lower end) 3010 of the tube tip portion 3006.
Then, the surface of the straightening member 52 facing the tip 3010 of the tube tip part 3006 abuts against the landfill material flowing out from the tip 3010 and directs the landfill material outward in the radial direction of the tube tip part 3006. In addition, the center is formed by a conical surface protruding toward the tip 3010 side.

前記筒状部材54は鋼製で、2本の管体先部3006の先端3010の外側を囲むように横長の楕円状に形成され、上下部は開放されている。
前記筒状部材54は、管体先部3006が鉛直方向で下方に向いた状態で、その上端が管体先部3006の下端3010よりも上位に位置すると共に下端が管体先部3006の下端3010よりも下方に位置するように、両側部が各管体先部3006にそれぞれ可撓可能な3本の細長状の部材58により管体30に取着されている。なお、このような可撓可能な細長状の部材58として鎖やワイヤを用いることができる。
本実施の形態では、管体先部3006の下端3010が、筒状部材54の高さのほぼ中央に位置するように配設されている。
The cylindrical member 54 is made of steel, is formed in a horizontally long oval shape so as to surround the outside of the tip 3010 of the two tube tip portions 3006, and the upper and lower portions are open.
The tubular member 54 has an upper end positioned higher than a lower end 3010 of the tube tip 3006 and a lower end of the tube tip 3006 with the tube tip 3006 facing downward in the vertical direction. Both side portions are attached to the tube body 30 by three elongated members 58 that can be respectively flexible to the tube body tip portions 3006 so as to be positioned below 3010. A chain or a wire can be used as such a flexible elongated member 58.
In the present embodiment, the lower end 3010 of the tubular body tip portion 3006 is disposed so as to be located at substantially the center of the height of the tubular member 54.

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の下端に設けられた筒状部材54の下端が海底Bに付くように(載置されるように)、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。
そして、筒状部材54の下端が海底Bに付くと、海底Bに堆積された浮泥の中に筒状部材54の下端が沈み、筒状部材54の下端の開口は閉塞される。
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 tubular body 30 is disposed via the winch 2802 and the wire 2804 so that the lower end of the cylindrical member 54 provided at the lower end of the tubular body 30 is attached to (is placed on) the seabed B. The swing angle, that is, the swing angle of the underwater driving device 26 is adjusted.
When the lower end of the cylindrical member 54 is attached to the seabed B, the lower end of the cylindrical member 54 sinks in the floating mud accumulated on the seabed B, and the opening at the lower end of the cylindrical member 54 is closed.

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。
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、管体30の先端3010から筒状部材54の内側の海水中に押し出される。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、先端3010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。
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.
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, The tube 30 is pushed out from the tip 3010 into the seawater inside the tubular member 54. In this case, since the landfill material is pushed forward while 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 tip 3010.

図7に示すように、前記管体30の下端3010から押し出された埋立て材は、整流部材52に衝当して筒状部材54の内面に向きが変えられ、筒状部材54の内面に衝当する。これにより先堀が防止され、また、管体30の下端3010から押し出された埋立て材の勢い(流速)が、筒状部材54の内側で減衰され、筒状部材54の下端の開口が閉塞されていることから、埋立て材は筒状部材54の内部で下から上へ充填されていく。
そして、埋立て材は管体先部3006の外周面と筒状部材54の内周面で形成される環状空間を上昇していき、筒状部材54の上端から筒状部材54の外側へ、勢い(流速)が減衰された埋立て材が溢れ出し、筒状部材54の首位の海底B上において勢い(流速)が減衰された埋立て材があたかも広がりつつ順次積み重ねられていき、これにより筒状部材54の周囲の海底B上に埋立て材が打設されていく。
As shown in FIG. 7, the landfill material pushed out from the lower end 3010 of the tubular body 30 abuts against the rectifying member 52 and is turned to the inner surface of the cylindrical member 54, so that the inner surface of the cylindrical member 54 Strike. As a result, the pre-drilling is prevented, and the momentum (flow velocity) of the landfill material pushed out from the lower end 3010 of the tubular body 30 is attenuated inside the cylindrical member 54, and the opening at the lower end of the cylindrical member 54 is closed. Therefore, the landfill material is filled in the cylindrical member 54 from the bottom to the top.
And the reclamation material ascends the annular space formed by the outer peripheral surface of the tubular body tip 3006 and the inner peripheral surface of the tubular member 54, from the upper end of the tubular member 54 to the outside of the tubular member 54, The landfill material with attenuated momentum (flow velocity) overflows, and the landfill material with attenuated momentum (flow velocity) spreads on the seabed B at the top of the tubular member 54 as if spreading and sequentially stacked. The landfill material is placed on the seabed B around the shaped member 54.

したがって、短時間で大量の土砂を打設しても、管体30から流出される埋立て材の勢いにより海底B上の浮泥や周囲の埋立て材を撹乱させることが抑制される。
また、管体30(管体先部3006)の振動が大きくなったとしても、この振動は筒状部材54により減衰されるので、振動により海底B上の浮泥や周囲の埋立て材を撹乱させることが抑制される。
したがって、水質汚濁を生じることなく、筒状部材54の周囲の限定された箇所に大量の埋立て材を短時間で確実に打設することが可能となる。
Therefore, even if a large amount of earth and sand is placed in a short time, it is possible to suppress the floating mud on the seabed B and the surrounding landfill material from being disturbed by the momentum of the landfill material flowing out from the pipe body 30.
Even if the vibration of the tubular body 30 (tubular tip portion 3006) becomes large, the vibration is attenuated by the cylindrical member 54. Therefore, the vibration disturbs floating mud on the seabed B and surrounding landfill material. Is suppressed.
Therefore, a large amount of landfill material can be reliably placed in a limited place around the cylindrical member 54 in a short time without causing water pollution.

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の先端部3006および筒状部材54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、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, by rocking the tube body 30 by the rocking drive means 28, the depth (height from the seabed) of the distal end portion 3006 and the tubular member 54 of the tube body 30 can be changed. Even if the water depth changes like
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.

筒状部材54の周囲に所望量の埋立て材が打設されたならば、スクリュー羽根34による管体30内の埋立て材の移送を停止し、管体30を上方に揺動させて筒状部材54を海底から離し、次の打設箇所に船体20を移動させ、前記と同様に埋立て材を打設していく。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。なお、筒状部材54の下端は開放されているので、管体30を上方に揺動させると、筒状部材54の内部に埋立て材が残留することはなく、筒状部材54の内部に残留した埋立て材の荷重が管体30に影響を及ぼすことはない。   When a desired amount of landfill material has been placed around the tubular member 54, the transfer of the landfill material in the tube body 30 by the screw blades 34 is stopped, and the tube body 30 is swung upward to move the tube. The shaped member 54 is separated from the seabed, the hull 20 is moved to the next placement site, and the landfill material is placed in the same manner as described above. 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 in the rear part of the hull 20 and is arranged in the front part of the hull 20. This is done by rolling up the anchor rope R in the ship sending winch 2002. In addition, since the lower end of the cylindrical member 54 is open, when the tubular body 30 is swung upward, no landfill material remains in the cylindrical member 54, and the cylindrical member 54 does not remain. The load of the remaining landfill material does not affect the pipe body 30.

なお、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。
また、実施の形態では、管体30が2本の場合について説明したが、管体30の本数は1本でもよく、あるいは、3本以上であってもよい。管体30が1本の場合には、図8(A)、(B)に示すように、筒状部材54は平面視した場合、円形となり、筒状部材54の中心に管体先部3006が位置することになる。
また、図9(A)、(B)に示すように、筒状部材54の上端から突出しつつ筒状部材54の周方向に延在する壁部60を設け、周方向に延在する筒状部材54の部分の高さを他の部分よりも高く形成すると、埋立て材の打設時に、筒状部材54の上端から筒状部材54の外側へ、勢いが減衰された埋立て材が溢れ出す方向を特定の方向に向けることができ、限定された狭い箇所のみに埋立て材を打設する場合などに有利となる。
In the 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 the divided hulls.
In the embodiment, the case where the number of the tube bodies 30 is two has been described. However, the number of the tube bodies 30 may be one, or may be three or more. In the case where there is one tube body 30, as shown in FIGS. 8A and 8B, the cylindrical member 54 is circular when viewed in plan, and the tubular body tip portion 3006 is formed at the center of the tubular member 54. Will be located.
Further, as shown in FIGS. 9A and 9B, a wall portion 60 that extends from the upper end of the cylindrical member 54 and extends in the circumferential direction of the cylindrical member 54 is provided, and the cylindrical shape extends in the circumferential direction. If the height of the portion of the member 54 is formed higher than that of the other portions, the landfill material with the reduced momentum overflows from the upper end of the tubular member 54 to the outside of the tubular member 54 when the landfill material is placed. The exit direction can be directed to a specific direction, which is advantageous when placing a landfill material only in a limited narrow area.

以上の説明で明らかなように本発明の水中打設工法および水中打設具ならびに水中打設船によれば、埋立て材の品質を確保でき、また、水質汚濁を抑制しつつ大量の埋立て材を確実に打設できる。   As is clear from the above description, according to the underwater placing method, the underwater placing tool and the underwater placing ship of the present invention, the quality of the landfill material can be ensured, and a large amount of landfill can be achieved while suppressing water pollution. The material can be placed securely.

12 水中打設船
20 船体
26 水中打設装置
30 管体
50 水中打設具
52 整流部材
54 筒状部材
DESCRIPTION OF SYMBOLS 12 Underwater placing ship 20 Hull 26 Underwater placing apparatus 30 Tube 50 Underwater placing tool 52 Rectification member 54 Cylindrical member

Claims (16)

管体の上部を水面上に位置させると共に、前記管体の下端を水底上に臨ませ、水面上において前記管体に埋立て材を供給し、前記下端から埋立て材を流出させて水底上に埋立て材を打設する水中打設工法であって、
前記管体の下端に、上下に開放状で上端が前記管体の先端よりも上位に位置すると共に下端が前記管体の下端よりも下方に位置して管体の下端部分の周囲を囲む筒状部材を配設し、
前記管体の下端の下方に臨ませて、該下端から流出される埋立て材に衝当し埋立て材の流れを前記筒状部材の内面に向ける整流部材を設け、
前記筒状部材の下端を水底上に付け、
前記管体の下端から流出される埋立て材を整流部材を介して前記筒状部材の内面に衝当させ、前記筒状部材の内側で前記埋立て材の流れの勢いを減衰して埋立て材を筒状部材の内部に充填していき、
前記管体の外周面と筒状部材の内周面で形成される環状空間の上端から、前記勢いが減衰された埋立て材を溢れ出させるようにして埋立て材を水底上に打設するようにした、
ことを特徴とする水中打設工法。
The upper part of the pipe body is positioned on the water surface, the lower end of the pipe body faces the water bottom, the landfill material is supplied to the pipe body on the water surface, and the landfill material is allowed to flow out from the lower end to An underwater placement method for placing landfill material in
A cylinder which is open at the bottom of the tubular body and has an upper end positioned higher than the distal end of the tubular body, and a lower end located below the lower end of the tubular body and surrounding the lower end portion of the tubular body Arranged,
Facing the lower end of the tubular body, provided with a rectifying member that strikes the landfill material flowing out from the lower end and directs the flow of the landfill material toward the inner surface of the tubular member;
The lower end of the tubular member is attached on the bottom of the water,
The landfill material flowing out from the lower end of the tubular body is abutted against the inner surface of the cylindrical member via a rectifying member, and the momentum of the flow of the landfill material is attenuated inside the tubular member to landfill Fill the inside of the cylindrical member with material,
The landfill material is driven on the bottom of the water so that the landfill material with the reduced momentum overflows from the upper end of the annular space formed by the outer peripheral surface of the tubular body and the inner peripheral surface of the tubular member. Like,
An underwater placement method characterized by this.
前記埋立て材の前記管体の内部での搬送は、前記管体の内部で管体のほぼ全長にわたって配設されたスクリュー羽根が回転し、埋立て材を密着した状態で管体内を押し進めることで行われることを特徴とする請求項1記載の水中打設工法。   The conveyance of the landfill material inside the pipe body is such that screw blades arranged over almost the entire length of the pipe body rotate inside the pipe body and push the pipe body in a state in which the landfill material is in close contact. The underwater placing method according to claim 1, wherein the underwater placing method is performed. 前記管体は、その上部が船体で上下に揺動可能に支持され、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ることで行われ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。   The upper part of the pipe body is supported by the hull so that it can swing up and down, and the landfill is placed by swinging the pipe body up and down in response to changes in the depth of the water bottom. The underwater placing method according to claim 1 or 2, characterized in that: 前記管体は複数本設けられ、前記整流部材は前記各管体の下端の下方に臨むようにそれぞれ配設され、前記筒状部材は単一でこれら複数本の管体の下端部分の周囲を囲むように配設されることを特徴とする請求項1乃至3に何れか1項記載の水中打設工法。   A plurality of the tubular bodies are provided, the rectifying members are respectively disposed so as to face below the lower ends of the respective tubular bodies, and the cylindrical member is single and surrounds the lower end portions of the plurality of tubular bodies. The underwater placing method according to any one of claims 1 to 3, wherein the underwater placing method is arranged so as to surround. 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乃至4に何れか1項記載の水中打設工法。   5. The underwater placing method according to any one of claims 1 to 4, wherein the landfill material is obtained by adding a cement-based solidifying material to dredged sand. 管体の下端から水底上に埋立て材を流出させて水底上に埋立て材を打設する水中打設具であって、
前記水中打設具は、整流部材と筒状部材を備え、
前記整流部材は、前記管体の下端の下方に臨み該下端から流出される埋立て材に衝当して埋立て材を管体の径方向外方に向けるように前記管体に取着され、
前記筒状部材は、上下に開放状で上端が前記管体の下端よりも上位に位置すると共に下端が前記管体の下端よりも下方に位置して管体の下端部分および前記整流部材の周囲を囲むように前記管体に取着されている、
ことを特徴とする埋立て材の水中打設具。
An underwater placing tool for causing a landfill material to flow out from the lower end of a tubular body onto the water bottom and placing the landfill material onto the water bottom,
The underwater driving tool includes a rectifying member and a cylindrical member,
The straightening member is attached to the pipe body so as to face the lower end of the pipe body and hit the landfill material flowing out from the lower end so that the landfill material is directed outward in the radial direction of the pipe body. ,
The cylindrical member is open in the vertical direction, the upper end is positioned higher than the lower end of the tubular body, and the lower end is positioned lower than the lower end of the tubular body, and the lower end portion of the tubular body and the periphery of the rectifying member Attached to the tube so as to surround the
An underwater driving tool for landfill materials characterized by that.
前記筒状部材は、可撓可能な複数の細長状の部材により前記管体に取着されていることを特徴とする請求項6記載の埋立て材の水中打設具。   The said cylindrical member is attached to the said tubular body by the flexible elongate member, The underwater placement tool of the landfill material of Claim 6 characterized by the above-mentioned. 前記管体の下端は、前記筒状部材の高さのほぼ中央かあるいは中央よりも下方に位置していることを特徴とする請求項6または7記載の埋立て材の水中打設具。   The submerged placement tool for landfill material according to claim 6 or 7, wherein the lower end of the tubular body is located at substantially the center of the height of the tubular member or below the center. 前記管体は複数本設けられ、前記整流部材は前記各管体の下端の下方に臨むようにそれぞれ配設され、前記筒状部材は単一でこれら複数本の管体の下端部分の周囲を囲むように配設されることを特徴とする請求項6乃至8に何れか1項記載の埋立て材の水中打設具。   A plurality of the tubular bodies are provided, the rectifying members are respectively disposed so as to face below the lower ends of the respective tubular bodies, and the cylindrical member is single and surrounds the lower end portions of the plurality of tubular bodies. 9. The underwater placing tool for landfill material according to any one of claims 6 to 8, wherein the tool is disposed so as to surround. 前記筒状部材の周方向に延在する上端部分は、他の上端部分よりも高く形成されていることを特徴とする請求項6乃至9に何れか1項記載の埋立て材の水中打設具。   The underwater placement of the landfill material according to any one of claims 6 to 9, wherein an upper end portion extending in a circumferential direction of the cylindrical member is formed higher than other upper end portions. Ingredients. 前後方向の長さを有する船体と、
前記船体に設けられた水中打設装置とを備え、
前記水中打設装置は、直線状に延在し前記船体の前後長さに対応した長い長さを有する管体と、前記管体の一端に設けられ埋立て材が投入されるホッパーと、前記管体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内を押し進めるスクリュー羽根と、スクリュー羽根を回転駆動する駆動部と、前記管体の他端に設けられた水中打設具とで構成され、
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、前記一端側が船体の前部寄りまたは後部寄りの部分に上下に揺動可能に結合され、
前記管体を上下揺動させる揺動駆動手段が設けられ、
前記水中打設具は、整流部材と筒状部材を備え、
前記整流部材は、前記管体の下端の下方に臨み該下端から流出される埋立て材に衝当して埋立て材を管体の径方向外方に向けるように前記管体に取着され、
前記筒状部材は、上下に開放状で上端が前記管体の他端よりも上位に位置すると共に下端が前記管体の他端よりも下方に位置して管体の他端部分および前記整流部材の周囲を囲むように前記管体に取着されている、
ことを特徴とする水中打設船。
A hull having a longitudinal length;
An underwater driving device provided in the hull,
The underwater driving device includes a tubular body that extends in a straight line and has a long length corresponding to the longitudinal length of the hull, a hopper that is provided at one end of the tubular body and into which a landfill material is charged, A screw blade that is rotatably disposed inside the tube body and rotates to push the inside of the tube in close contact with the landfill material, a drive unit that rotationally drives the screw blade, and a second end of the tube body. The underwater driving tool,
The tube body is disposed with its length direction facing the front-rear direction of the hull, and the one end side is coupled to a portion near the front part or the rear part of the hull so as to be swingable up and down,
A swing drive means for swinging the tube up and down is provided,
The underwater driving tool includes a rectifying member and a cylindrical member,
The straightening member is attached to the pipe body so as to face the lower end of the pipe body and hit the landfill material flowing out from the lower end so that the landfill material is directed outward in the radial direction of the pipe body. ,
The tubular member has an open top and bottom, an upper end is positioned higher than the other end of the tubular body, and a lower end is positioned below the other end of the tubular body, and the other end portion of the tubular body and the rectification It is attached to the tubular body so as to surround the periphery of the member,
An underwater launcher characterized by that.
前後方向の長さを有する船体と、
前記船体に設けられた水中打設装置と、
前記水中打設装置を上下に揺動させる揺動駆動手段を備え、
前記水中打設装置は、直線状に延在し前記船体の前後長さに対応した長い長さを有する管体と、前記管体の一端に設けられ埋立て材が投入されるホッパーと、前記管体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内を押し進めるスクリュー羽根と、前記管体の一端側に設けられ前記スクリュー羽根を回転駆動する駆動部と、前記管体の他端に設けられた水中打設具とで構成され、
前記揺動駆動手段は、船体上に配設されワイヤが巻回されたウィンチと、船体の外縁に設けられたワイヤ案内部と、前記ウィンチから引き出され前記ワイヤ案内部を経て端部が前記管体に連結されたワイヤとで構成され、
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、前記一端側が船体の前部または後部のうちの一方寄り部分に上下に揺動可能に結合され、
前記案内部は、前記船体の前部または後部のうちの他方に設けられ、
前記水中打設具は、整流部材と筒状部材を備え、
前記整流部材は、前記管体の下端の下方に臨み該下端から流出される埋立て材に衝当して埋立て材を管体の径方向外方に向けるように前記管体に取着され、
前記筒状部材は、上下に開放状で上端が前記管体の他端よりも上位に位置すると共に下端が前記管体の他端よりも下方に位置して管体の他端部分および前記整流部材の周囲を囲むように前記管体に取着されている、
ことを特徴とする水中打設船。
A hull having a longitudinal length;
An underwater driving device provided in the hull;
Oscillating drive means for oscillating the underwater driving device up and down;
The underwater driving device includes a tubular body that extends in a straight line and has a long length corresponding to the longitudinal length of the hull, a hopper that is provided at one end of the tubular body and into which a landfill material is charged, A screw blade which is rotatably disposed inside the tube body and rotates to push the tube body in close contact with the landfill material; and a drive unit which is provided on one end side of the tube body and rotationally drives the screw blade. The underwater driving tool provided at the other end of the tubular body,
The swing driving means includes a winch disposed on the hull and wound with a wire, a wire guide portion provided on an outer edge of the hull, and an end portion extending from the winch and passing through the wire guide portion. Composed of wires connected to the body,
The tubular body is disposed with its length direction directed in the front-rear direction of the hull, and the one end side is coupled to one of the front part or the rear part of the hull so that it can swing up and down,
The guide part is provided on the other of the front part or the rear part of the hull,
The underwater driving tool includes a rectifying member and a cylindrical member,
The straightening member is attached to the pipe body so as to face the lower end of the pipe body and hit the landfill material flowing out from the lower end so that the landfill material is directed outward in the radial direction of the pipe body. ,
The tubular member has an open top and bottom, an upper end is positioned higher than the other end of the tubular body, and a lower end is positioned below the other end of the tubular body, and the other end portion of the tubular body and the rectification It is attached to the tubular body so as to surround the periphery of the member,
An underwater launcher characterized by that.
前記管体は、直線状に延在して前記船体に揺動可能に結合される管体本体と、前記管体本体の端部に屈曲部を介して連結され前記管体本体に対して斜めに延在し前記管体の他端を構成する管体先部とで構成されていることを特徴とする請求項11または12記載の水中打設船。   The tubular body extends linearly and is coupled to the hull so as to be swingable. The tubular body is connected to an end portion of the tubular body through a bent portion, and is oblique to the tubular body. The underwater driving vessel according to claim 11, wherein the underwater driving vessel is configured by a tube tip portion that extends to the top and forms the other end of the tube. 前記管体の船体への結合は、船体側で支持されたピンで前記管体が回転可能に支持されることで行われていることを特徴とする請求項11乃至13に何れか1項記載の水中打設船。   The coupling of the tubular body to the hull is performed by rotatably supporting the tubular body with a pin supported on the hull side. Underwater launcher. 前記駆動部はスクリュー羽根の上端に連結されたモータで構成され、前記スクリュー羽根およびモータは前記管体の延在方向に沿ってスライド可能に配設され、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が設けられていることを特徴とする請求項11乃至14に何れか1項記載の水中打設船。   The drive unit includes a motor coupled to an upper end of a screw blade, the screw blade and the motor are slidably disposed along the extending direction of the tube body, and the motor and the screw blade are disposed on the frame member. The underwater driving vessel according to any one of claims 11 to 14, further comprising a hydraulic cylinder that is slid along an extending direction of the tubular body. 前記ホッパーは、船体の前後方向に長い埋立て材投入用の開口を備えることを特徴とする請求項11乃至15に何れか1項記載の水中打設船。   16. The submersible vessel according to claim 11, wherein the hopper includes a landfill opening that is long in a longitudinal direction of the hull.
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6210328A (en) * 1985-07-03 1987-01-19 Taisei Corp Underwater concrete placer
JPH01190823A (en) * 1988-01-26 1989-07-31 Shimizu Corp Device for settling slurry under-water
JPH03156024A (en) * 1989-11-10 1991-07-04 Wakachiku Kensetsu Kk Placement of premix to seabed and work ship therefor
JPH06306865A (en) * 1993-04-27 1994-11-01 Fujita Corp Underwater placing device
JPH1121891A (en) * 1997-07-03 1999-01-26 Shimizu Corp Concrete placing method and device therefor
JP2000129652A (en) * 1998-10-28 2000-05-09 Kojimagumi:Kk Placing ship
JP2002038484A (en) * 2000-07-28 2002-02-06 Fujita Corp Underwater concrete placing method and boat therefor

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6210328A (en) * 1985-07-03 1987-01-19 Taisei Corp Underwater concrete placer
JPH01190823A (en) * 1988-01-26 1989-07-31 Shimizu Corp Device for settling slurry under-water
JPH03156024A (en) * 1989-11-10 1991-07-04 Wakachiku Kensetsu Kk Placement of premix to seabed and work ship therefor
JPH06306865A (en) * 1993-04-27 1994-11-01 Fujita Corp Underwater placing device
JPH1121891A (en) * 1997-07-03 1999-01-26 Shimizu Corp Concrete placing method and device therefor
JP2000129652A (en) * 1998-10-28 2000-05-09 Kojimagumi:Kk Placing ship
JP2002038484A (en) * 2000-07-28 2002-02-06 Fujita Corp Underwater concrete placing method and boat therefor

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