JP2002266336A - Underwater placing method, underwater placing instrument, and underwater placing ship - Google Patents

Underwater placing method, underwater placing instrument, and underwater placing ship

Info

Publication number
JP2002266336A
JP2002266336A JP2001065949A JP2001065949A JP2002266336A JP 2002266336 A JP2002266336 A JP 2002266336A JP 2001065949 A JP2001065949 A JP 2001065949A JP 2001065949 A JP2001065949 A JP 2001065949A JP 2002266336 A JP2002266336 A JP 2002266336A
Authority
JP
Japan
Prior art keywords
tubular body
hull
pipe
landfill material
underwater
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.)
Granted
Application number
JP2001065949A
Other languages
Japanese (ja)
Other versions
JP4605730B2 (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
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FUJI KAIJI KOGYO KK
KOJIMAGUMI KK
Fujita Corp
Japan Industrial Land Development Co Ltd
Sanwa Kizai Co Ltd
Kojimagumi Co Ltd
Original Assignee
FUJI KAIJI KOGYO KK
KOJIMAGUMI KK
Fujita Corp
Japan Industrial Land Development Co Ltd
Sanwa Kizai Co Ltd
Kojimagumi Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FUJI KAIJI KOGYO KK, KOJIMAGUMI KK, Fujita Corp, Japan Industrial Land Development Co Ltd, Sanwa Kizai Co Ltd, Kojimagumi Co Ltd filed Critical FUJI KAIJI KOGYO KK
Priority to JP2001065949A priority Critical patent/JP4605730B2/en
Publication of JP2002266336A publication Critical patent/JP2002266336A/en
Application granted granted Critical
Publication of JP4605730B2 publication Critical patent/JP4605730B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an underwater placing method which places a huge quantity of reclamation materials while minimizing water pollution, and to provide an underwater placing instrument and an underwater placing ship. SOLUTION: According to the underwater placing method, the oscillation angle of a tube body 30 is adjusted, and when a lower end of a cylindrical member 54 reaches a sea bottom B, the lower end of the cylindrical member 54 sinks in detritus deposited on the sea bottom B. The reclamation material is squeezed through the interior of the tube body 30 in a manner making close contact therewith by screw blades 34. Then, the reclamation material squeezed out of a lower end 3010 of the tube body 30, collides with a rectifying member 52, and then it is directed toward the interior of the cylindrical member 54, followed by colliding with the interior of the cylindrical member 54, whereby it is upward filled from below in the cylindrical member 54. Further, the reclamation material 54 which has been declined in momentum (flow rate) overflows an upper end of the cylindrical member 54 out of the same, and the reclamation material which has been declined in momentum (flow rate) is sequentially deposited on the sea bottom B at an upper end of the cylindrical member 54 in a spreading manner, to thereby place the reclamation material.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は埋立地において、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。
BACKGROUND OF THE INVENTION The present invention relates to a submerged landfill in which a solidified material such as cement is added to a dredged soil or the like in a landfill without submerging the dredged soil and the solidified material. The present invention relates to a casting method, an underwater casting tool, and an underwater casting boat.

【0002】[0002]

【従来の技術】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、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、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。
2. Description of the Related Art A solidified material such as cement is added to dredged soil and the like, and a material that is not solidified can be used as a landfill material. As a method of landfill, a method of pouring a landfill material into water through a tremy tube or a chute, and a pouring hole at the lower end of a vertically suspended casing, always burying it at a certain depth in the existing landfill A method of casting a landfill underwater (for example, Japanese Patent Publication No. 6-63214 or Japanese Patent Publication No. 6-63215) is generally used.

【0003】[0003]

【発明が解決しようとする課題】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 cast underwater by the above-mentioned conventional method, there are the following problems. In the above-mentioned construction method using tremee pipes and chutes, water is filled in the tremy pipes and chutes, and the dredged soil and solidified material are separated on the way to the bottom of the landfill, ensuring the quality of the landfill. And water pollution was caused. In the method of embedding the casting hole at the lower end of the vertically suspended casing at a constant depth in the already-buried soil, the state where the lower end of the casing is always embedded in the already-buried soil is maintained. It is necessary to do so, so that only a small amount of casting can be performed so as to push the previously buried soil from the inside thereof, and a large amount of earth and sand cannot be poured in a short time. That is, when a large amount of earth and sand is poured 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 also increases. Therefore, at the lower end of the casing, it disturbs the surrounding floating mud and the previously buried soil, and the landfill material hits the water bottom and flows out radially outward of the casing. The landfill will be spread over a large area above the water floor as it is exposed to the water. As a result, water pollution occurs, and it is also unknown where the landfill material was placed. The present invention has been devised in view of the above circumstances, and an object of the present invention is to ensure the quality of a landfill material and to cast a large amount of landfill material while minimizing water pollution. It is an object of the present invention to provide an underwater casting method, an underwater casting tool, and an underwater casting boat.

【0004】[0004]

【課題を解決するための手段】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。
According to the present invention, there is provided a submerged casting method according to the present invention, wherein a lower end of a tubular body is opened vertically and an upper end is positioned higher than a tip of the tubular body. Is disposed below the lower end of the tubular body, and arranges a tubular member surrounding the lower end portion of the tubular body, facing the lower end of the tubular body, and landfill flowing out from the lower end. A rectifying member that strikes the material and directs the flow of the landfill material toward the inner surface of the tubular member, attaches the lower end of the cylindrical member to the bottom of the water, and rectifies the landfill material flowing out from the lower end of the tubular body. Abutting against the inner surface of the cylindrical member through the member, the flow of the landfill material is attenuated inside the cylindrical member and the landfill material is filled into the cylindrical member, 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 cylindrical member, the reclaimed material whose momentum has been attenuated Characterized in that the landfill material to way out was such that pouring onto the bottom of the water is. Further, the underwater casting device of the present invention includes a rectifying member and a tubular member, and the rectifying member is disposed below the lower end of the tubular body and collides with a landfill material flowing out from the lower end to bury the land. The tubular member is attached to the tubular body so as to direct the material outward in the radial direction of the tubular body, and the tubular member is open vertically and has an upper end positioned higher than a lower end of the tubular body and a lower end defined in the tubular body. It is attached to the tube so as to be located below the lower end of the body and surround the lower end portion of the tube and the periphery of the rectifying member. Also, the underwater casting boat of the present invention includes a hull having a length in the front-rear direction, and an underwater casting device provided on the hull, wherein the underwater casting device extends linearly, and A pipe having a long length corresponding to the front and rear length of the pipe, a hopper provided at one end of the pipe and into which a landfill material is charged, and rotatably disposed and rotated inside the pipe. A screw blade that pushes the pipe body in a state where the landfill material is in close contact, a driving unit that rotationally drives the screw blade, and a submersible tool provided at the other end of the pipe body, wherein the pipe body is The longitudinal direction is arranged in the longitudinal direction of the hull, and the one end side is vertically swingably coupled to a forward or rearward portion of the hull to swing the pipe vertically. Dynamic driving means is provided, and the underwater casting tool includes a straightening member and a cylindrical member. The straightening member is attached to the tubular body so that the straightening member faces below the lower end of the tubular body and collides with the filled material flowing out from the lower end to direct the fill material radially outward of the tubular body. The tubular member is vertically open and has an upper end positioned higher than the other end of the tubular body and a lower end located below the other end of the tubular body, and the other end portion of the tubular body and It is attached to the pipe so as to surround the circumference of the rectifying member. Further, in the underwater casting boat of the present invention, the rocking drive means is arranged on the hull and a winch around which a wire is wound, and a wire guide provided on an outer edge of the hull,
A wire pulled out of the winch and having an end connected to the tube via the wire guide, and the tube is arranged with its length direction facing the longitudinal direction of the hull, The one end side is vertically swingably coupled to one of the front and rear portions of the hull, and the guide portion is provided on the other of the front and rear portions of the hull. I do.

【0005】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 poured in a short time while suppressing water pollution.

【0006】[0006]

【発明の実施の形態】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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The underwater casting method according to the present invention will be described below with reference to the accompanying drawings together with an underwater casting tool and an underwater casting boat. FIG. 10 is an explanatory view showing the positional relationship among a submerged casting ship, a solidification treatment ship, a solidified material plant ship, and a soil carrier ship. As shown in FIG. 10, for example, a submerged casting boat 12, a solidification processing boat 14, and a solidification material plant boat 16 are arranged on the sea via anchors. In FIG. 10, reference symbol R denotes an anchor rope. The dredged soil is conveyed from the earth transport vessel 18 to the solidification processing vessel 14, the cement milk produced by the solidification material plant vessel 16 is supplied to the solidification processing vessel 14, and the dredged soil and the cement milk are agitated and mixed in the solidification processing vessel 14. Landfill material. Then, the landfill material is pressure-fed to the underwater casting boat 12 by air through the offshore pipe H, and is driven into the seabed by the underwater casting boat 12.

【0007】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2
0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 a submerged casting boat, FIG. 2 is a front view of the submerged casting boat in a state where landfills are submerged, and FIG.
4 is a front view of the underwater casting device, FIG. 4 is a plan view of the underwater casting device, and FIG. As shown in FIG. 1, the submerged casting boat 12 includes a hull 20 and a hull 2
0, a cyclone 22 that separates air from the landfill material that is pressure-fed through the marine pipeline H, a mud storage tank 24 that stores the landfill material from which the air has been separated, and a mud storage tank 24 that supplies air. And an oscillating drive means 28 for oscillating the underwater casting device 26 up and down. The hull 20 is formed in a rectangular shape in plan view having a length in the front-rear direction larger than the width in the left-right direction.
Reference numeral 2002 denotes a ship winch that winds and unwinds the anchor rope R, 2004 denotes an operation room, and 2006 denotes a control room.

【0008】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 casting device 26 is disposed on the side of the hull 20 located at the left and right ends of the hull 20. The underwater casting device 26 includes a tube 30 having a long length corresponding to the front-rear length of the hull 20, a hopper 32 provided at one end of the tube 30, into which a landfill material is charged, and an inside of the tube 30. A screw blade 34 that is disposed rotatably and pushes the inside of the tube 30 in a state in which the landfill material is in close contact by rotating,
The driving unit 36 is provided at one end of the tube 30 and drives the screw blade 34 to rotate. The underwater driving tool 50 is provided at the other end (tip or lower end) of the tube 30.

【0009】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30
04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 has a tubular body 3002 that extends linearly and is swingably supported by the hull 20 as described later, and a bent portion 30 at the tip of the tubular body 3002.
When the tube main body 3002 is oriented horizontally, the tube body 3002 extends obliquely downward and linearly from the bent portion 3002. The tubular body 30 has a long length corresponding to the longitudinal length of the hull 20, and is disposed with its length direction facing the longitudinal direction of the hull 20. In this case, the length of the tube 30 may be longer or shorter than the front-rear length of the hull 20,
Alternatively, the length may be substantially the same, but in short, the length of the tube 30 is sufficiently long as compared with the front-rear length of the hull 20. In this embodiment, two pipes 30 are provided side by side so as to extend in parallel with each other, and screw blades 34 are provided on each pipe 30, and the screw is extended to the tip of each pipe body 3002. The blade 34 extends.

【0010】また、2本の管体30(管体本体部300
2)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 two pipes 30 (the pipe body 300)
The hopper 32 is provided on the upper surface of one end of 2). The hopper 32 is a single unit, and a landfill material is put into the hopper 32 from the mud storage tank 24, and a landfill material is put into the two pipes 30 from the hopper 32. In the present embodiment,
As shown in FIG. 3, a stirrer 3202 is provided at the bottom of the hopper 32 so that the landfill material is uniformly charged into the tube 30 from the hopper 32. In addition, regardless of the inclination of the pipe 30 (the pipe main body 3002), the landfill material is smoothly fed into the hopper 32 from the mud storage tank 24,
The opening 3204 of the hopper 32 is formed long before and after, and the input port 2402 of the mud storage tank 24 faces the center of the opening 3204.

【0011】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201
2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 tubes 30 (tube body 3002) so as to extend on the extension of the tube 30 (tube body 3002). The frame member 40 is supported by the hull 20 via a bracket 2010 fixed to the hull 20, a bracket 2010 and a pin 2012 inserted through the frame member 40,
The pin 2012 is located near the front of the hull 20. Thereby, the pipe 30 (the pipe body 3002) is fixed to the pin 201 so that the hopper 32 is always positioned on the water surface.
The hull 20 is swingably supported at a position near the front of the hull 20 with the fulcrum 2 as a fulcrum. The driving unit 36 is constituted by a hydraulic or electric motor,
One is provided. An upper end of each screw blade 34 is connected to a motor, and each motor is disposed on the frame member 40 so as to be movable along the longitudinal direction of the tube 30. At the end of the frame member 40, two hydraulic cylinders 42 are provided, and the piston rod of each hydraulic cylinder 42 is connected to a corresponding motor. It is configured to slide along the extending direction of the body 30 (the tube body 3002). By sliding the screw blades 34 with respect to the tube 30 (tube body 3002) in this manner, it becomes very convenient at the time of maintenance for removing clogging and the like.

【0012】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3
002)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2806
Aの上端に配設されワイヤ2804を案内する滑車28
06B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 2806 provided at the rear edge of the hull 20 in the width direction. And The end of the wire 2804 pulled out from the winch 2802 is passed through the wire guide 2806 to the tube 30 (the tube body 3).
002), and is connected to the leading end of the
Is driven so that the underwater casting device 26 swings up and down with the pin 2012 as a fulcrum. Then, the wire guide 2806 is lifted so that the pipe 30 (the pipe main body 3002) is horizontally lifted on the side of the hull 20.
Is a support 2806A having a predetermined height and a support 2806A.
Pulley 28 disposed at the upper end of A for guiding wire 2804
06B.

【0013】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3
010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。
The underwater tool 50 is shown in FIG.
As shown in (B), a rectifying member 52 and a tubular member 54 are provided. The straightening member 52 is connected to the tube tip 3006.
It is attached to the tube tip 3006 via a plurality of rods 56 so as to face below the tip (lower end) 3010 of the tube. Then, the rectifying member 52 is connected to the distal end 3 of the tube tip 3006.
The surface facing 010 is a conical surface whose center protrudes toward the distal end 3010 so that the landfill material can be directed radially outward of the tube tip portion 3006 against the landfill material flowing out from the distal end 3010. Is formed.

【0014】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300
6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 tubular member 54 is made of steel, is formed in a horizontally long elliptical shape so as to surround the outside of the distal end 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 positioned at the lower end of the tube tip 3006 in a state where the tube tip 3006 faces downward in the vertical direction. Both sides are attached to the tube 30 by three elongated members 58 which are flexible to each tube tip 3006 so as to be positioned lower than 3010. Note that a chain or a wire can be used as such a flexible elongated member 58. In the present embodiment, the tube tip 300
6 is disposed such that the lower end 3010 is located substantially at the center of the height of the tubular member 54.

【0015】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2
802、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 cast on the seabed by the underwater casting boat 12 will be described. In the submersible casting boat 12, the winch 2 is arranged such that the lower end of the tubular member 54 provided at the lower end of the pipe 30 is attached to (subject to) the seabed B.
802, the swing angle of the tube 30 via the wire 2804,
That is, the swing angle of the underwater casting device 26 is adjusted. Then, when the lower end of the tubular member 54 is attached to the seabed B, the lower end of the tubular member 54 sinks into the floating mud deposited on the seabed B, and the opening at the lower end of the tubular member 54 is closed.

【0016】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3
0の内部を密着した状態で押し進められるので、先端3
010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 vessel 14 to the cyclone 22 of the submerged casting vessel 12 via the offshore pipe H,
After the air is separated by the cyclone 22, the landfill material is stored in the mud storage tank 24, supplied to the hopper 32 from the mud storage tank 24, and supplied to the screw blade 34 via the stirrer 3202. The separated air is safely discharged through the air discharge pipe J. Then, the screw blades 34 are rotationally driven by the driving unit 36, and although the seawater is filled in the inside of the tube 30, the landfill material is pushed forward in a state where the inside of the tube 30 is in close contact with the screw blades 34, It is extruded from the tip 3010 of the tubular body 30 into seawater inside the tubular member 54. In this case, the landfill material is the pipe 3
0 can be pushed in close contact with the inside.
Before reaching 010, the dredged soil and solidified material are not separated inside the pipe 30.

【0017】図7に示すように、前記管体30の下端3
010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 lower end 3
The landfill material extruded from 010 collides with the rectifying member 52, changes its direction to the inner surface of the tubular member 54, and collides with the inner surface of the tubular member 54. As a result, the front moat 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 tubular member 54, and the opening at the lower end of the tubular member 54 is closed. As a result, the landfill material is filled inside the tubular member 54 from below to above. Then, the landfill material rises in the annular space formed by the outer peripheral surface of the tube tip portion 3006 and the inner peripheral surface of the tubular member 54, and from the upper end of the tubular member 54 to the outside of the tubular member 54, The reclamation material whose momentum (flow velocity) has been attenuated overflows, and the reclamation material whose momentum (flow velocity) has been attenuated successively spreads on the seabed B at the top of the tubular member 54 as if it spreads. The landfill material is cast on the seabed B around the shaped member 54.

【0018】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 poured in a short time, disturbance of the floating mud on the seabed B and the surrounding landfill material due to the momentum of the landfill material flowing out of the pipe 30 is suppressed. You. Further, even if the vibration of the pipe 30 (the pipe tip 3006) increases, the vibration is attenuated by the tubular member 54, so that the vibration disturbs the floating mud on the seabed B and the surrounding landfill material. Is suppressed. Accordingly, a large amount of landfill material can be reliably and quickly poured into a limited location around the tubular member 54 without causing water pollution.

【0019】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。
By swinging the tube 30 by the swing driving means 28, the depth (height from the seabed) of the distal end portion 3006 of the tube 30 and the tubular member 54 can be changed. It can easily respond to changes in water depth, such as when the tide is high. Further, the pipe 30 is disposed with its length direction facing the front-rear direction of the hull 20, and one end of the pipe 30 can swing up and down via a pin 2012 at a portion near the front of the hull 20. Since the wire guide 2806 that supports and receives the load of the wire 2804 connected to the other end of the pipe 30 is disposed at the rear of the hull 20, the weight of the long and heavy underwater casting device 26 is increased. 2 can be received at the entire front and rear portions of the hull 20, and as shown in FIG. 2, the stability of the hull 20 during the casting operation can be enhanced, and as shown in FIG. This is extremely advantageous in improving the running stability of the hull 20 when moving as a state.

【0020】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。
Once a desired amount of landfill material has been cast around the cylindrical member 54, the pipe 30
The transfer of the landfill material in the inside is stopped, the pipe 30 is swung upward, the tubular member 54 is separated from the seabed, the hull 20 is moved to the next casting point, and the landfill material is removed in the same manner as described above. I will cast it. In this case, the hull 20 is moved, for example, when the hull 20 is moved forward, the anchor rope R is fed out at the ship sending winch 2002 arranged at the rear of the hull 20, and the hull 20 is arranged at the front of the hull 20. This is performed by winding up the anchor rope R in the ship sending winch 2002. Since the lower end of the tubular member 54 is open, when the pipe 30 is swung upward, the landfill material does not remain inside the tubular member 54, and The load of the remaining landfill does not affect the tube 30.

【0021】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5
4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。
Although the embodiment has been described with respect to the case where the underwater casting device 26 is disposed on the side of the hull 20 in the width direction, the hull is divided in the width direction at a portion other than the front end or the rear end of the hull. However, it is also possible to dispose an underwater casting device between these divided hulls. Further, in the embodiment, the case where the number of the tubes 30 is two has been described, but the number of the tubes 30 may be one, or may be three or more.
When the number of the pipes 30 is one, as shown in FIGS. 8A and 8B, the tubular member 54 has a circular shape when viewed in a plan view.
The tube tip 3006 is located at the center of the tubular member 54. Further, as shown in FIGS. 9A and 9B, a wall portion 60 protruding from the upper end of the tubular member 54 and extending in the circumferential direction of the tubular member 54 is provided, and the cylindrical portion 60 extending in the circumferential direction is provided. Member 5
If the height of the portion 4 is made higher than the other portions, the cylindrical member 54 can be placed from the upper end of the cylindrical member 54 when the landfill material is cast.
The direction in which the reclaimed material whose momentum is attenuated overflows can be directed to a specific direction, which is advantageous when the reclaimed material is cast only in a limited narrow place.

【0022】[0022]

【発明の効果】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 apparent from the above description, according to the underwater casting method, the underwater casting tool and the underwater casting boat of the present invention, the quality of the landfill material can be ensured, and water pollution can be suppressed. A large amount of landfill material can be reliably poured in while.

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

【図1】水中打設船の平面図である。FIG. 1 is a plan view of an underwater casting boat.

【図2】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。
FIG. 2 is a front view of a submerged casting boat in a state where a landfill material is submerged.

【図3】水中打設装置の正面図である。FIG. 3 is a front view of the underwater casting device.

【図4】水中打設装置の平面図である。FIG. 4 is a plan view of the underwater casting device.

【図5】水中打設船の移動時の正面図である。FIG. 5 is a front view of the underwater casting boat during movement.

【図6】(A)は水中打設具の断面正面図、(B)は同
平面図である。
FIG. 6A is a sectional front view of an underwater casting tool, and FIG. 6B is a plan view of the same.

【図7】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。
FIG. 7 is an explanatory diagram when a landfill material is cast using an underwater casting tool.

【図8】(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。
FIG. 8A is a cross-sectional front view of an underwater casting tool according to another embodiment, and FIG. 8B is a plan view of the same.

【図9】(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。
FIG. 9A is a cross-sectional front view of an underwater casting tool according to another embodiment, and FIG. 9B is a plan view of the same.

【図10】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。
FIG. 10 is an explanatory diagram of a positional relationship among a submerged casting ship, a solidification treatment ship, a solidification material plant ship, and a soil carrier ship.

【符号の説明】[Explanation of symbols]

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 Reference Signs List 12 underwater casting boat 20 hull 26 underwater casting device 30 pipe 50 underwater casting tool 52 straightening member 54 tubular member

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000177416 三和機材株式会社 東京都中央区日本橋茅場町2丁目4番9号 (71)出願人 591182433 富士海事工業株式会社 兵庫県相生市相生5377番地の8 (72)発明者 永瀬 恭一 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 茅畑 篤 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 畑野 俊久 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 後藤 道夫 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 阪本 廣行 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 中井 康孝 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 岸口 孝文 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 杉 秀浩 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 大森 嘉朗 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 富来 正 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 菊地 正 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 (72)発明者 那須 常雄 東京都渋谷区千駄ヶ谷四丁目25番2号 株 式会社フジタ内 Fターム(参考) 2D045 AA04 BA01 CA01 CA12  ──────────────────────────────────────────────────続 き Continuation of the front page (71) Applicant 000177416 Sanwa Kikai Co., Ltd. 2-4-9, Nihonbashi Kayabacho, Chuo-ku, Tokyo (71) Applicant 591182433 Fuji Marine Industries Co., Ltd. 5377 Aioi, Aioi-shi, Hyogo 8 (72) Inventor Kyoichi Nagase 4-25-2 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd. (72) Inventor Atsushi Kayata 4-25-2 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd. (72 Inventor Toshihisa Hatano 4-25-2 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd. (72) Inventor Michio Goto 4-2-25-2 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd. (72) Inventor Sakamoto Hiroyuki 4-25-2 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd. (72) Inventor Yasutaka Nakai 4-25-2 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Limited (72) Inventor Takafumi Kishiguchi 4-25-2 Sendagaya, Shibuya-ku, Tokyo, Japan Incorporated Fujita (72) Inventor Hidehiro Sugi 4-25-2 Sendagaya, Shibuya-ku, Tokyo Fujita, Ltd. (72) Inventor Yoshiro Omori 4-25-2 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd. (72) Inventor Tadashi Torai 4-25-2 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd. (72) Inventor Tadashi Kikuchi 4-25-2 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd. (72) Inventor Tsuneo Nasu 4-25-2 Sendagaya 4-chome, Shibuya-ku Tokyo Tokyo F-term (reference) 2D045 AA04 BA01 CA01 CA12

Claims (16)

【特許請求の範囲】[Claims] 【請求項1】 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。
1. An upper part of a pipe is located on a water surface, a lower end of the pipe is made to face a water bottom, a landfill material is supplied to the pipe body on the water surface, and a landfill material is supplied from the lower end. An underwater pouring method for pouring a landfill material onto a water bottom by flowing out, wherein at the lower end of the tubular body, the upper end is located above and below the distal end of the tubular body, and the upper end is open vertically. A tubular member that is located below the lower end of the tubular body and surrounds the periphery of the lower end portion of the tubular body is disposed, facing the lower end of the tubular body, and facing the landfill material flowing out from the lower end. Providing a rectifying member for directing the flow of the abutting landfill material to the inner surface of the cylindrical member, attaching a lower end of the cylindrical member on the water bottom, and rectifying the landfill material flowing out from the lower end of the tubular body. To abut against the inner surface of the tubular member, and attenuate the flow of the landfill material inside the tubular member. Filling the landfill material into the inside of the cylindrical member, overflowing the landfill material with the reduced momentum 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 cylindrical member. An underwater casting method characterized in that the landfill material is placed on the bottom of the water so as to be discharged.
【請求項2】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。
2. The transfer of the landfill material inside the tubular body is performed by rotating a screw blade disposed substantially over the entire length of the tubular body inside the tubular body and bringing the landfill material into close contact therewith. The underwater casting method according to claim 1, wherein the method is performed by pushing the inside of the pipe.
【請求項3】 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。
3. The pipe body is supported by a hull so that the upper part thereof can swing up and down, and the casting of the landfill material swings the pipe body up and down in response to a change in the depth of the water bottom. The underwater casting method according to claim 1, wherein the method is carried out by moving.
【請求項4】 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。
4. A plurality of said pipes are provided, said rectifying members are respectively disposed so as to face below lower ends of said respective pipes, and said tubular member is a single tubular member. The underwater casting method according to any one of claims 1 to 3, wherein the underwater casting method is provided so as to surround the periphery of the lower end portion.
【請求項5】 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 casting method according to claim 1, wherein the landfill material is obtained by adding a cement-based solidifying material to dredged soil.
【請求項6】 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。
6. An underwater casting tool for discharging a landfill material onto a water bottom from a lower end of a tubular body and casting the landfill material on the water bottom, wherein the underwater casting tool has a straightening member and a cylindrical shape. The rectifying member is provided such that the rectifying member faces the lower end of the tubular body and strikes the buried material flowing out from the lower end to direct the buried material radially outward of the tubular body. The cylindrical member is vertically open, and the upper end is located higher than the lower end of the tubular body, and the lower end is located below the lower end of the tubular body. An underwater casting tool for landfill material, which is attached to the tube so as to surround the rectifying member.
【請求項7】 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。
7. The underwater filling tool for a landfill material according to claim 6, wherein the tubular member is attached to the tube by a plurality of elongated members that are flexible.
【請求項8】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。
8. The underwater reclaiming material according to claim 6, wherein a lower end of the tubular body is located substantially at the center of the height of the tubular member or below the center. Casting tools.
【請求項9】 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。
9. A plurality of said pipes are provided, said rectifying members are respectively disposed so as to face below lower ends of said respective pipes, and said tubular member is a single piece of said plurality of pipes. The underwater casting tool according to any one of claims 6 to 8, wherein the tool is disposed so as to surround a periphery of a lower end portion.
【請求項10】 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。
10. The landfill according to claim 6, wherein an upper end portion of the cylindrical member extending in a circumferential direction is formed higher than other upper end portions. Underwater casting tool.
【請求項11】 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。
11. A hull having a length in the front-rear direction, and a submersible casting device provided on the hull, wherein the submersible casting device extends linearly and corresponds to the longitudinal length of the hull. A pipe body having a long length, a hopper provided at one end of the pipe body, into which a landfill material is charged, and a landfill material that is rotatably disposed and rotated inside the pipe body and closely adhered to the landfill material. A screw blade that pushes the pipe in the state,
It is composed of a driving unit that rotationally drives the screw blades, and an underwater driving tool provided at the other end of the tubular body, wherein the tubular body is disposed with its length direction facing the front-rear direction of the hull. In addition, the one end side is vertically swingably coupled to a portion closer to the front or rear of the hull, and a rocking drive unit for vertically rocking the tube is provided. And a tubular member, wherein the rectifying member faces below a lower end of the tubular body and strikes a reclamation material flowing out from the lower end so as to direct the filling material radially outward of the tubular body. The tubular member is attached to the tubular body, and the tubular member is vertically open and has an upper end located higher than the other end of the tubular body and a lower end located below the other end of the tubular body. Attached to the tube so as to surround the other end of the body and the rectifying member. Water hitting the 設船.
【請求項12】 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。
12. A submerged casting device, comprising: a hull having a length in the front-rear direction; a submerged driving device provided on the hull; and a rocking drive unit for vertically pivoting the submerged driving device. A pipe extending linearly and having a long length corresponding to the front-rear length of the hull, a hopper provided at one end of the pipe, into which a landfill material is charged, and a pipe inside the pipe. A screw blade that is rotatably arranged and rotates and pushes the inside of the pipe with the landfill material in close contact,
A drive unit provided at one end of the tube body for driving the screw blades to rotate; and a submerged driving tool provided at the other end of the tube body, wherein the rocking drive means is disposed on the hull. A winch on which a wire is wound, a wire guide provided on the outer edge of the hull, and a wire pulled out from the winch and having an end connected to the tube via the wire guide, The pipe body is disposed with its length direction facing the front-rear direction of the hull, and the one end side is vertically swingably coupled to one of the front and rear parts of the hull, The part is provided on the other of the front part and the rear part of the hull, The underwater casting tool includes a rectifying member and a tubular member, and the rectifying member faces below a lower end of the tubular body and has a lower end. The landfill material into the pipe The tubular member is attached to the tubular body so as to face radially outward, and the tubular member is open vertically and has an upper end positioned higher than the other end of the tubular body and a lower end positioned at the other end of the tubular body. An underwater casting boat, which is attached to the pipe so as to be positioned lower than the other end of the pipe and to surround the rectifying member.
【請求項13】 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。
13. The tube body extending linearly and swingably coupled to the hull, and connected to an end of the tube body via a bent portion. The underwater casting boat according to claim 11 or 12, wherein the underwater casting boat is constituted by a pipe body which extends obliquely with respect to the main body and constitutes the other end of the pipe body.
【請求項14】 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。
14. The method according to claim 11, wherein the connection of the tube to the hull is performed by rotatably supporting the tube with a pin supported on the hull side. The submersible casting vessel according to any one of the preceding claims.
【請求項15】 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。
15. The driving unit includes a motor connected to an upper end of a screw blade, wherein the screw blade and the motor are slidably disposed along an extending direction of the tube, and the driving unit is mounted on the frame member. The submersible casting boat according to any one of claims 11 to 14, further comprising a hydraulic cylinder that slides a motor and a screw blade along an extending direction of the tubular body.
【請求項16】 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 casting boat according to claim 11, wherein the hopper has an opening for charging a landfill material which is long in a longitudinal direction of the hull.
JP2001065949A 2001-03-09 2001-03-09 Underwater driving method and underwater driving tool Expired - Fee Related JP4605730B2 (en)

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Publication number Priority date Publication date Assignee Title
CN109372046A (en) * 2018-10-11 2019-02-22 中交疏浚技术装备国家工程研究中心有限公司 Choke type ring protects stowage overflow mechanism
CN115075251A (en) * 2022-07-22 2022-09-20 湖南及极科技有限公司 River channel reinforcing construction device

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