JPS61142218A - Improver for seabed soft ground - Google Patents
Improver for seabed soft groundInfo
- Publication number
- JPS61142218A JPS61142218A JP26488484A JP26488484A JPS61142218A JP S61142218 A JPS61142218 A JP S61142218A JP 26488484 A JP26488484 A JP 26488484A JP 26488484 A JP26488484 A JP 26488484A JP S61142218 A JPS61142218 A JP S61142218A
- Authority
- JP
- Japan
- Prior art keywords
- semi
- ship
- stirring shaft
- spud
- submersible
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、海底の軟弱地盤を改良するための装置であっ
て、とくに、海底から所定の高さ離れた半潜没位置に半
潜没船を保持させて作業する全く新しいタイプの海底軟
弱地盤改良装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention is a device for improving soft ground on the seabed. This relates to a completely new type of submarine soft ground improvement equipment that is operated while being held by a ship.
(従来技術)
従来、海底の軟弱地盤を改良する工法として、第10図
に示すように、海上に浮かべた作業台船1から中空攪拌
軸2を回転させながら海中に降下さけ、さらにその下端
に設けた攪拌翼3を海底の軟弱地盤C中に所定深度D1
まで貫入させた後、引抜き、その貫入または引抜きのい
ずれか一方の工程で、地盤改良材を攪拌軸2内に設けた
改良材供給通路に空気圧送して、攪拌軸2の下端に設け
た吐出口から軟弱地盤C中に吐出し、該攪拌翼3により
地盤改良材と海底の軟弱地盤土壌とを攪拌混合して軟弱
地盤を改良する噴射攪拌工法(DJMT法)が知られて
いる。(Prior Art) Conventionally, as shown in Fig. 10, as a construction method for improving the soft ground on the seabed, a work barge 1 floating on the sea is lowered into the sea while rotating a hollow stirring shaft 2, and then the lower end is lowered into the sea. The provided stirring blade 3 is placed at a predetermined depth D1 into the soft ground C on the seabed.
After penetrating up to the point, the soil improvement material is pulled out, and in either the penetration or withdrawal process, the ground improvement material is pneumatically fed to the improvement material supply passage provided inside the stirring shaft 2, and then the ground improvement material is fed through the discharge passage provided at the lower end of the stirring shaft 2. A jet stirring method (DJMT method) is known in which the material is discharged from the outlet into the soft ground C and the stirring blades 3 stir and mix the ground improvement material and the soft ground soil on the ocean floor to improve the soft ground.
しかしながら、従来の海底軟弱地盤改良装置では、海上
に浮かんだ1隻の作業台船1から、海底の軟弱地I!A
Cへの攪拌軸2の貫入、引抜きならびに攪拌@2への地
盤改良材の供給等のすべての作業を行うようにしている
ため、該作業台船1に、攪拌軸2と、攪拌軸2を支持す
るリーダ4と、攪拌軸2の回転および昇降駆動装置と、
地盤改良材の貯留用タンク5と、該タンク5から攪拌軸
2に地盤改良材を供給するための改良材供給装置6と、
それらの動力源としての発電機ユニットおよびそれらの
制御機器を備えた制御室7等の関連設備機器のすべてを
搭載する必要があり、そのため、作業台船1が非常に大
型となり、設備費が非常に高くついていた。しかも、海
上に浮かんだ作業台船1からすべての作業を行うので、
攪拌軸2の全長L1を、海面Aから海底面Bまでの水深
Doと、海底面Bからの実際の改良深度D1との和以上
に形成する必要があり、これに伴って、リーダ4も高く
なり、作業台船1の全高さHoは、前記水深Doと、地
盤改良深度D1と、攪拌軸2の全長L1と、攪拌軸2の
回転駆動部およびリーダトップの余裕長さL2との総和
に相当する高さで、全体的に非常に高く不安定となり、
輸送ならびに地盤改良作業に種々の支障をきたしていた
。However, with conventional submarine soft ground improvement equipment, a single work barge 1 floating on the sea can be used to improve the soft ground I on the seabed. A
In order to carry out all operations such as inserting and pulling out the stirring shaft 2 from C and supplying the ground improvement material to the stirring@2, the stirring shaft 2 and the stirring shaft 2 are installed on the work barge 1. A supporting leader 4, a rotating and elevating drive device for the stirring shaft 2,
a tank 5 for storing soil improvement material; an improvement material supply device 6 for supplying the soil improvement material from the tank 5 to the stirring shaft 2;
It is necessary to mount all related equipment such as a generator unit as a power source and a control room 7 equipped with their control equipment, and as a result, the work barge 1 becomes very large and equipment costs are extremely high. It was expensive. Moreover, all the work is done from the work barge 1 floating on the sea.
It is necessary to make the total length L1 of the stirring shaft 2 longer than the sum of the water depth Do from the sea surface A to the seabed surface B and the actual improved depth D1 from the seabed surface B, and accordingly, the leader 4 is also made taller. Therefore, the total height Ho of the work barge 1 is the sum of the water depth Do, the soil improvement depth D1, the total length L1 of the stirring shaft 2, and the allowance length L2 of the rotational drive part of the stirring shaft 2 and the leader top. At corresponding heights, the whole becomes very high and unstable;
This caused various problems in transportation and ground improvement work.
とくに、この種の地盤改良工法では、攪拌13の貫入位
置を径方向に順次変位させて上記の工程を繰返すことに
より、杭状の改良地盤C1を多数隣接させて所定の範囲
の地盤改良を行い、かつ、その改良強度を高めるために
、互いに隣接する改良地盤が径方向に一部うツブするよ
うに施工する場合があり、このラップ施工の場合、ラッ
プmが数αのオーダの位置精度が必要となるが、上記従
来のように海面上から作業する場合、水深30mの大深
度で、海面上で10の傾斜があれば、海底面で50C1
もの誤差が生じる。さらに、上記従来の装置では、作業
台船1の高さHaが高く、不安定で風雨、潮流、波浪の
影響を受は易いため、前記ラップmが不均一になり勝ち
であり、かつ、作業日時によって潮位が変化し、作業台
船1から海底面Bまでの水深Doが変るため、改良深度
D1も不均一になり、とくに風雨、潮流、波浪の強い日
には作業ができなくなり、機械の運転稼働率が非常に悪
い等の問題があった。In particular, in this type of ground improvement method, by sequentially displacing the penetration position of the agitation 13 in the radial direction and repeating the above steps, a large number of pile-shaped improved ground C1 are placed adjacent to each other to improve the ground in a predetermined range. , and in order to increase the strength of the improvement, construction may be carried out so that the adjacent improved ground is partly concave in the radial direction. In the case of this lap construction, the positional accuracy of the lap m is on the order of several α. However, when working from above the sea surface as in the conventional method, if there is a slope of 10 on the sea surface at a deep depth of 30 m, the seabed surface will have a slope of 50C1.
Errors may occur. Furthermore, in the above-mentioned conventional device, the height Ha of the work barge 1 is high and it is unstable and easily affected by wind, rain, tides, and waves, so the lap m tends to be uneven, and the work The tide level changes depending on the date and time, and the water depth Do from the work barge 1 to the seabed surface B changes, so the improvement depth D1 also becomes uneven, making it impossible to work, especially on days with strong wind, rain, currents, and waves. There were problems such as very poor operation efficiency.
(発明の目的)
本発明は、このような従来の問題を解消するために開発
されたものであり、作業船の小形化および設備費の低廉
化を図り、輸送を簡便にし、かつ、潮位や風雨、潮流、
波浪の影響を受けずに作業できるようにし、機械の稼働
率を大幅にアップさせ、しかも、隣接する改良地盤のラ
ップ量ならびに改良深度を容易に均一化して、非常に良
質な改良地盤を得ることができる装置を提供するもので
ある。(Purpose of the Invention) The present invention was developed to solve these conventional problems, and aims to reduce the size of work boats, reduce equipment costs, simplify transportation, and improve tide level and wind and rain, tides,
To enable work to be carried out without being affected by waves, to greatly increase the operating rate of machines, and to easily equalize the lap amount and improvement depth of adjacent improved ground to obtain very high quality improved ground. The purpose is to provide a device that can do this.
(発明の構成)
本発明は、半潜没浮上可能な半潜9船に、先端に攪拌翼
を有する攪拌軸と、攪拌軸を回転ならびに昇降自在に支
持する支持手段と、攪拌軸の回転駆動手段と、攪拌軸の
昇降駆動手段と、攪拌軸による攪拌部に地盤改良材を吐
出する改良材吐出手段と、半潜9船を海底面から所定の
高さ離れた半潜没位置に保持する浮力調節手段と、半潜
9船に対して昇降のみ可能な固定スパッドと、固定スパ
ッドを半潜9船から海底面に挿抜自在に打設する打設手
段と、半潜9船に対して昇降自在でかつ水平移動自在の
移動スパッドと、移動スパッドを半潜9船から海底面に
挿抜自在に打設する打設手段と、半潜9船と移動スパッ
ドとの水平方向の相対位置を変更する位置変更手段とを
設け、一方、前記半潜9船とは別個に構成された支援船
に、前記改良材吐出手段に対する改良材供給装置と、前
記半潜9船に設けられた各手段の駆動部に対する動力源
を装備してなることを特徴とするものである。(Structure of the Invention) The present invention provides nine semi-submersible vessels capable of semi-submerged and surfacing, a stirring shaft having a stirring blade at the tip, a support means for supporting the stirring shaft so as to be rotatable and vertically movable, and a rotating drive for the stirring shaft. a means for driving the stirring shaft up and down, a means for discharging the ground improvement material into the stirring section by the stirring shaft, and nine semi-submersible vessels held at a semi-submerged position at a predetermined height from the seabed surface. A buoyancy adjustment means, a fixed spud that can only be raised and lowered for the nine semi-submersible ships, a driving means that allows the fixed spud to be inserted into and removed from the seabed surface from the nine semi-submerged ships, and a fixed spud that can be lifted and lowered for the nine semi-submersible ships. A movable spud that is movable and horizontally movable, a driving means that allows the movable spud to be inserted into and removed from the seabed surface from the nine semi-submarine vessels, and a horizontal relative position between the nine semi-submersible vessels and the movable spud is changed. On the other hand, a support ship configured separately from the nine semi-submarine ships is provided with an improved material supply device for the improved material discharging means, and a drive for each means provided in the nine semi-submarine ships. It is characterized by being equipped with a power source for the parts.
すなわち、本発明は、作業船を半潜9船と支援船とに分
け、攪拌翼を海底の軟弱地盤に貫入させるための攪拌軸
等の主たる作業機器を半潜9船に装備させ、その作業機
器に対する改良材の供給装置および動力源等の補助機器
を支援船に装備させることにより、それぞれを小形化し
て、輸送上の便宜を図り、かつ、前記半潜没設を海底か
ら所定の高さ離した半潜段位置に保持した状態で、潮位
や風雨、潮流、波浪の影響を受けずに半潜没設から正確
に作業できるようにし、ざらに、半潜没設の移動ならび
にラップ施工を容易にしたものである。That is, the present invention divides the work vessels into nine semi-submersible vessels and a support vessel, and equips the nine semi-submersible vessels with main working equipment such as stirring shafts for penetrating the stirring blades into the soft ground of the seabed. By equipping the support vessel with auxiliary equipment such as a supply device for improvement materials and a power source for the equipment, each can be made smaller for convenience in transportation, and the semi-submersible equipment can be kept at a predetermined height from the seabed. This allows accurate work to be carried out from a semi-submersible facility without being affected by tide levels, wind and rain, currents, and waves while holding it in a semi-submersible stage position, and allows for rough movement of semi-submerged facilities and wrapping construction. It was made easy.
(実施例)
第1図は本発咀の実施例を示す全体の正面図であり、図
において、10は半潜没設、20は支援船を示す。半潜
没設10は、第1図、第2図に示すように中央部に攪拌
軸昇降用の貫通穴11を有するミドシップ12の廻りに
、放射状のブレーシング13を介して矩形枠状のロワー
ハル14を設けて構成され、その4隅に、浮力調節手段
として、スタビライジングコラム15が設けられており
、このコラム15内に水または空気を給排して浮力を調
節することにより、半潜没設10を海上に浮上させた状
態、海底面Bから所定の高さhlれた半潜没状態、その
他の潜没状態等に調節できるようになっている。なお、
各コラム15間には必要に応じて第1図工点鎖線に示す
ようにブレーシング16およびアッパガータ17が設け
られる。(Embodiment) FIG. 1 is a front view of the entire structure showing an embodiment of the present invention. In the figure, 10 indicates a semi-submerged installation and 20 indicates a support ship. As shown in FIGS. 1 and 2, the semi-submerged installation 10 has a rectangular frame-shaped lower hull installed around a midship 12 having a through hole 11 for raising and lowering the stirring shaft in the center via radial bracing 13. Stabilizing columns 15 are provided at the four corners of the column 14 as buoyancy adjustment means, and by adjusting the buoyancy by supplying and discharging water or air into the columns 15, semi-submersible The device 10 can be adjusted to a state where it is floating on the sea, a semi-submerged state where it is at a predetermined height hl from the seabed surface B, and other submerged states. In addition,
Bracing 16 and upper gutter 17 are provided between each column 15 as necessary, as shown by the dashed lines in Figure 1.
半潜没設10の固定および位置変更手段として、第2図
および第5図(a)〜(b)に示すように半潜没設10
の数箇所たとえば左右に相対向するロワーハル14の各
中央部にそれぞれ固定スパッド30と移動スパッド31
が設けられている。固定スパッド30は、ロワーハル1
4に設けられた貫通孔18に嵌挿され、かつ、ロワーハ
ル14に固着された支持枠32に打設用油圧シリンダ3
3を介して昇降自在に設けられている。移動スパッド3
1は、ロワーハル14に設けられた長穴状の貫通孔19
に嵌挿され、かつ、ロワーハル14に水平移動用油圧シ
リンダ34を介して水平移動自在に設しプられた可動支
持枠35に、打設用油圧シリンダ36を介して昇降自在
に設けられている。As a means for fixing and changing the position of the semi-submerged installation 10, the semi-submerged installation 10 is used as shown in FIGS. 2 and 5(a) to (b).
For example, fixed spuds 30 and movable spuds 31 are installed at several locations in the center of the lower hull 14 facing each other left and right.
is provided. The fixed spud 30 is attached to the lower hull 1
The hydraulic cylinder 3 for pouring is fitted into the through hole 18 provided in the lower hull 14 and is attached to the support frame 32 fixed to the lower hull 14.
3 so that it can be raised and lowered freely. moving spud 3
1 is an elongated through hole 19 provided in the lower hull 14.
The movable support frame 35 is fitted into the lower hull 14 and is horizontally movable via a horizontally moving hydraulic cylinder 34, and is movable up and down via a pouring hydraulic cylinder 36. .
半潜没設10のミドシップ12にはり−ダ40が立設さ
れている。リーダ40は半潜没設10に台車を介して前
後または左右のいずれか一方または双方に位置変更自在
に設けてもよい。A beamer 40 is erected on the midship 12 of the semi-submerged installation 10. The leader 40 may be provided in the semi-submerged installation 10 via a trolley so as to be able to change its position front and rear, left and right, or both.
攪拌軸50は中空で断面角形に形成され、その内部に改
良材供給通路が形成され、下端に地盤改良材の噴射口お
よび攪拌翼51が設けられている。The stirring shaft 50 is hollow and has a rectangular cross section, has an improvement material supply passage formed therein, and has a ground improvement material injection port and stirring blades 51 at its lower end.
攪拌軸50の上端はスイベルジヨイント等を介して前記
上部ホルダ41に回動自在に支持され、中間部は中間ホ
ルダ42に回動ならびに昇降自在に支持され、上部ホル
ダ41はリーダ40に昇降自在に支持され、中間ホルダ
42はリーダ40に固定されている。The upper end of the stirring shaft 50 is rotatably supported by the upper holder 41 via a swivel joint or the like, the middle part is supported by the intermediate holder 42 so as to be rotatable and movable up and down, and the upper holder 41 is movable up and down by the leader 40. The intermediate holder 42 is fixed to the leader 40.
攪拌軸50の回転駆動装@60は減速機付モータと伝動
歯車等を有し、リーダ40の下部に設けられた固定フレ
ーム43上に設置され、攪拌軸50に対して軸方向の移
動を許容しながら、回転トルクを伝達するようになって
いる。The rotational drive device @60 of the stirring shaft 50 has a motor with a speed reducer, a transmission gear, etc., and is installed on a fixed frame 43 provided at the bottom of the leader 40, and allows movement in the axial direction with respect to the stirring shaft 50. while transmitting rotational torque.
攪拌軸50の昇降駆動装ft70は、第3図、第4図に
示すように上下一対の昇降枠71.72を具備している
。両昇降枠71.72にはそれぞれ攪拌軸50.の回転
を許容しながら攪拌軸50を着脱自在に把持するチャッ
ク殿構73.74が設けられている。両昇降枠71.7
2はそれぞれ昇降用油圧シリンダ75.76のロンド先
端に連結されて昇降自在に設けられ、各シリンダ75.
76はリーダ40の中間部および下部に設けられた固定
フレーム44.43に固着されている。The lifting drive device ft70 for the stirring shaft 50 includes a pair of upper and lower lifting frames 71 and 72, as shown in FIGS. 3 and 4. Each of the lifting frames 71 and 72 has a stirring shaft 50. A chuck structure 73, 74 is provided for detachably holding the stirring shaft 50 while allowing rotation of the stirring shaft 50. Both lifting frames 71.7
2 are connected to the ends of the ronds of hydraulic cylinders 75 and 76 for raising and lowering, respectively, and are provided so as to be freely raised and lowered.
76 is fixed to fixed frames 44 and 43 provided at the middle and lower portions of the leader 40.
一方、支援船20には改良材供給装置として1、改良材
貯留タンク21、改良材の空気圧送装@22が設けられ
ているとともに、前記半潜没設10に設けられた各機器
の動力源としての発電機ユニット、油圧源、空気源およ
び各機器の制御装置を備えた制御室23が装備されてい
る。24は支援船20の各装置から半潜没設10の各装
置に電気、油圧、空気等の動力および改良材を供給する
支援ホースである。On the other hand, the support ship 20 is equipped with an improvement material supply device 1, an improvement material storage tank 21, and an improvement material pneumatic feeder @ 22, as well as a power source for each device installed in the semi-submerged facility 10. A control room 23 is equipped with a generator unit, a hydraulic power source, an air source, and control devices for each device. 24 is a support hose that supplies power such as electricity, hydraulic pressure, air, etc. and improvement materials from each device of the support ship 20 to each device of the semi-submersible facility 10.
次に、上記装置による地盤改良作業について説明する。Next, the ground improvement work using the above device will be explained.
■ 輸送
スタビライジングコラム15内の水を排出して半潜没設
10の浮力を大にし、半潜没設10および支援船20を
海上に浮かべた状態で、これらを図外の曳船により地盤
改良位置まで輸送する。この場合、支援船20に推進装
置を設け、この支援船20によって半潜没船10を牽引
輸送してもよい。また、半潜没船10をある程度沈めた
半潜没状態で輸送してもよく、こうすれば、海面からの
リーダ40の突出高さを低くでき、橋梁の下でも、支障
なく通過させることができる。■ The water in the transport stabilizing column 15 is drained to increase the buoyancy of the semi-submersible facility 10, and while the semi-submersible facility 10 and the support vessel 20 are floating on the sea, the ground is improved using a tugboat (not shown). transport to the location. In this case, the support ship 20 may be provided with a propulsion device, and the semi-submersible ship 10 may be towed and transported by the support ship 20. Further, the semi-submersible vessel 10 may be transported in a semi-submerged state, which is submerged to some extent. In this way, the protruding height of the leader 40 from the sea surface can be lowered, and it can be passed under bridges without any trouble. can.
一方、上記輸送の前または後において、支援船20に設
けられた各装置と半潜没船10に設けられた各装置を支
援ホース24により接続する。On the other hand, before or after the above-mentioned transportation, each device provided in the support ship 20 and each device provided in the semi-submersible ship 10 are connected by the support hose 24.
次いで、地盤改良位置において、半潜没船10のスタビ
ライジングコラム15内に水を供給する等によってその
浮力を次第に小さくし、半潜没船1oを水平度を保持し
ながら徐々に沈めて海底面Bから所定の高さhに停止さ
せる。然る後、第5図(a)に示すように各スパッド打
設用シリンダ33.36により各スパッド30.31を
半潜没船10から海底面Bに打込み、半潜没船10を水
−子状態で前記の高さ位置に固定させる。なお、支援船
20は海上に浮かべたままである。このとき、必要に応
じて半潜没船10および支援船20からそれぞれウィン
チにより数個のアンカーを投下し、着底させる。Next, at the ground improvement position, the buoyancy of the semi-submersible vessel 10 is gradually reduced by supplying water into the stabilizing column 15 of the semi-submersible vessel 10, and the semi-submersible vessel 1o is gradually lowered to the seabed surface while maintaining its levelness. It is stopped at a predetermined height h from B. Thereafter, as shown in FIG. 5(a), each spud 30, 31 is driven from the semi-submersible vessel 10 into the seabed surface B by each spud-casting cylinder 33, 36, and the semi-submersible vessel 10 is removed from the water. It is fixed at the above height position in the child state. Note that the support ship 20 remains floating on the sea. At this time, if necessary, several anchors are dropped from the semi-submersible ship 10 and the support ship 20 using winches, and the anchors are brought to the bottom.
■ 地盤改良作業
上記半潜没船10を固定した後、攪拌軸50を回転駆動
装置60により回転さけながら、昇降駆動装置70によ
り下降させ、その先端の攪拌翼53を回転させながら海
底の軟弱地盤Cに貫入さぼる。この貫入時において、第
4図図示の状態から攪拌軸50を下降させるときは、下
部昇降枠72のチャック機構74により攪拌軸50を把
持させ、上部昇降枠71のチャック機構73を解放した
状態で、下部昇降用油圧シリンダ76により下部昇降枠
72を下降させ、この下部昇降枠72と一体に攪拌軸5
0を下降させる。■ Ground improvement work After fixing the semi-submersible vessel 10, the stirring shaft 50 is lowered by the lifting drive device 70 while being prevented from rotating by the rotary drive device 60, and the stirring blade 53 at the tip is rotated to improve the soft ground on the seabed. Penetrate C. At the time of this penetration, when lowering the stirring shaft 50 from the state shown in FIG. The lower lifting frame 72 is lowered by the lower lifting hydraulic cylinder 76, and the stirring shaft 5 is integrated with the lower lifting frame 72.
Lower 0.
この場合、下部チャック機構74により攪拌軸50を把
持しているが、このチャック機構74は下部昇降枠72
に対して回動のみ可能に設けられており、かつ、攪拌軸
50は回転駆動袋@60に対して軸方向に摺動可能な状
態で、該回転駆動袋@60から回転トルクを受けて回転
している。従って、攪拌軸50は回転しながら下降され
る。一方、上部昇降枠71は攪拌軸50の回転ならびに
下降に干渉しないようにチャック機構73を解放した状
態で上部昇降用油圧シリンダ75により上昇される。In this case, the stirring shaft 50 is held by the lower chuck mechanism 74, but this chuck mechanism 74 is attached to the lower lifting frame 72.
The stirring shaft 50 is provided so that it can only rotate relative to the rotary drive bag @60, and the stirring shaft 50 is slidable in the axial direction relative to the rotary drive bag @60, and rotates by receiving rotational torque from the rotary drive bag @60. are doing. Therefore, the stirring shaft 50 is lowered while rotating. On the other hand, the upper lifting frame 71 is raised by the upper lifting hydraulic cylinder 75 with the chuck mechanism 73 released so as not to interfere with the rotation and lowering of the stirring shaft 50.
而して、下部昇降枠72が所定のストロークSbだけ下
降し、上部昇降枠71が所定のストロークSaだけ上昇
すると、その位置で上部昇降枠71のチャック機構73
により攪拌軸50を把持した後、下部昇降枠72のチャ
ック機構74を解放し、然る後、上部油圧シリンダ75
により上部昇降枠71を下降させることにより、攪拌軸
50を回転させながら下降させる。このとき、下部昇降
枠72は攪拌軸50の回転ならびに下降に干渉しないよ
うにチャック機構74を解放した状態で下部油圧シリン
ダ76により元位置に昇降復帰させる。When the lower elevating frame 72 descends by a predetermined stroke Sb and the upper elevating frame 71 rises by a predetermined stroke Sa, the chuck mechanism 73 of the upper elevating frame 71 closes at that position.
After grasping the stirring shaft 50 with the
By lowering the upper elevating frame 71, the stirring shaft 50 is lowered while rotating. At this time, the lower lifting frame 72 is raised and lowered back to its original position by the lower hydraulic cylinder 76 with the chuck mechanism 74 released so as not to interfere with the rotation and lowering of the stirring shaft 50.
その後、上記の工程を繰返すことにより、攪拌軸50を
回転させながら、上下の昇降枠71,72のチャック機
構73.74により攪拌軸50をを交互に把持させて、
各昇降枠71.72を昇降させることにより攪拌軸50
を下降させ、その結果、攪拌軸50をほぼ連続的に下降
させ、攪拌翼51を回転させながら軟弱地盤Cに貫入さ
せる。Thereafter, by repeating the above steps, while rotating the stirring shaft 50, the chuck mechanisms 73 and 74 of the upper and lower lifting frames 71 and 72 grip the stirring shaft 50 alternately.
By raising and lowering each lifting frame 71, 72, the stirring shaft 50
As a result, the stirring shaft 50 is lowered almost continuously, and the stirring blades 51 are rotated to penetrate into the soft ground C.
こうして、攪拌W151を回転させながら所定の深度D
2まで貫入させた後、該攪拌!I51を回転させながら
引抜く。このとき、前記同様に昇降用油圧シリンダ75
.76を伸縮させて各昇降枠71.72を昇降させ、そ
の昇降枠71.72の上昇時にその枠に設けられたチャ
ック機構73または74をONさせて攪拌軸50を把持
させ、下降時に該チャック機構73または74を解除す
る。In this way, the predetermined depth D is reached while rotating the stirring W151.
After penetrating up to 2, stir! Pull out I51 while rotating it. At this time, as above, the lifting hydraulic cylinder 75
.. 76 is extended and contracted to raise and lower each lifting frame 71.72, and when the lifting frame 71.72 is raised, the chuck mechanism 73 or 74 provided on the frame is turned on to grip the stirring shaft 50, and when lowered, the chuck Release mechanism 73 or 74.
これによって、攪拌軸50をほぼ連続的に上昇させ、攪
拌翼51を回転させながら引抜く。As a result, the stirring shaft 50 is raised almost continuously, and the stirring blades 51 are pulled out while being rotated.
一方、上記攪拌翼51の貫入または引抜きのいずれか一
方の工程において、支援船20に設けられた改良材供給
タンク21がら空気圧送装置22、支援ホース24を経
て攪拌軸50内の改良材供給通路に地盤改良材を供給し
、該改良材を攪拌軸50の先端吐出口から軟弱地盤中に
吐出させ、前記攪拌芙51の回転によって該地盤改良材
と軟弱地盤土壌とを攪拌、混合させ、以って、軟弱地盤
の改良を行う。On the other hand, in either the process of penetrating or pulling out the stirring blade 51, the improvement material supply passage in the stirring shaft 50 passes through the improvement material supply tank 21 provided in the support ship 20, the air pressure feeding device 22, and the support hose 24. The soil improvement material is supplied to the soil improvement material, the improvement material is discharged into the soft ground from the tip outlet of the stirring shaft 50, and the soil improvement material and the soft ground soil are stirred and mixed by the rotation of the stirring shaft 51, and the following steps are carried out. Therefore, we will improve the soft ground.
このように、半潜9船10を海底面Bから所定の高さh
だけ離した半潜没位置に固定して作業することにより、
風雨、潮流、波浪の影響を受けることなく、円滑に作業
できるとともに、潮位つまり水深Doの変化に影響され
ることなく、地盤改良深度D2を容易に均一化できる。In this way, the nine semi-submersible vessels 10 are placed at a predetermined height h from the seabed surface B.
By working fixed in a semi-submerged position at a distance of
Work can be performed smoothly without being affected by wind and rain, tides, and waves, and the ground improvement depth D2 can be easily made uniform without being affected by changes in the tide level, that is, the water depth Do.
さらに、攪拌軸50の全長を、従来のように海上に浮か
べた作業台船から作業するものに比べて、大幅に短縮で
きる。これに伴って、リーダ40も低くでき、半潜9船
10の全高さHlを低く、全体的に小形化できる。また
、支援船20には、改良材および動力源の供給機器を設
置ノるだけでよいので、この支援船20の高さH2も低
くできる。Furthermore, the total length of the stirring shaft 50 can be significantly shortened compared to the conventional method in which work is carried out from a work barge floating on the sea. Along with this, the leader 40 can also be lowered, and the total height Hl of the nine semi-submersible vessels 10 can be lowered, making it possible to make the entire structure smaller. Moreover, since it is only necessary to install improving materials and power source supply equipment on the support ship 20, the height H2 of the support ship 20 can also be reduced.
■ 海水の汚染防止
上記作業時において、地盤改良材の空気圧送に用いられ
た用済み後の空気は、攪拌軸50の外周面に沿って、貫
入、引抜き時に攪拌された地盤土壌中を上昇して海水中
に放出されるが、図示の如く、半潜9船10から海面A
までに、かつ、地盤改良域の上部海域を包囲するように
、フロート25を介してプラスチックシート等からなる
カーテン26を張設しておくことにより、海水の汚染を
最小限に抑えることができる。■ Prevention of seawater pollution During the above-mentioned work, the spent air used to air-feed the ground improvement material rises along the outer circumferential surface of the stirring shaft 50 through the ground soil that is stirred during penetration and extraction. However, as shown in the figure, from nine semi-submersible vessels 10 to sea surface A.
By setting up a curtain 26 made of a plastic sheet or the like via a float 25 so as to surround the sea area above the ground improvement area, seawater pollution can be minimized.
■ 地盤改良位置の変更
地盤改良位置の変更は、第5図(a)〜(f)のように
半潜9船10を移動させて行う。■ Changing the ground improvement position The ground improvement position is changed by moving the nine semi-submersible vessels 10 as shown in FIGS. 5(a) to (f).
まず、(a)水平移動用油圧シリンダ34を伸ばし、固
定スパッド30と移動スパッド31の間隔を縮め、両ス
パッド30.31を各打設用油圧シリンダ33.36に
より海底面Bに打込んで半潜9船10を固定させた状態
で、上記■の地盤改良作業を行い、地盤改良作業が終る
と、(b)前記シリンダ33により固定スパッド30の
みを海底面すから一旦抜取り、(C)移動スパッド31
を海底面Bに打込んだままで、前記シリンダ34にて移
動スパッド31を固定スパッド30から引離す方向に移
動させることにより、半潜9船1゜を移動スパッド31
を基準に図面右方向に所定量だけ移動させ、次いで、(
d)固定スパッド30を前記シリンダ33により海底面
Bに打込み、(e)前記シリンダ36により移動スパッ
ド31を海底面Bから引抜き、(f)前記シリンダ34
により移動スパッド31を移動させて両スパッド30.
31の間隔を縮め、然る後、前記(a)に戻り、前記シ
リンダ36により移動スパッド31を海底面Bに打込み
、半潜9船10を前回の作業位置から所定量だけ水平移
動させた位置に固定する。First, (a) extend the horizontal movement hydraulic cylinder 34, shorten the distance between the fixed spud 30 and the movable spud 31, and drive both spuds 30 and 31 into the seabed surface B using the respective casting hydraulic cylinders 33 and 36. With the sub 9 vessel 10 fixed, perform the ground improvement work described in (3) above, and when the ground improvement work is completed, (b) once remove only the fixed spud 30 from the seabed surface using the cylinder 33, and (C) move it. spud 31
By moving the movable spud 31 in the direction of separating it from the fixed spud 30 using the cylinder 34 while driving the movable spud 31 into the seabed surface B, the movable spud 31
Move it by a predetermined amount to the right in the drawing based on , then (
d) The fixed spud 30 is driven into the seabed surface B by the cylinder 33, (e) The moving spud 31 is pulled out from the seabed surface B by the cylinder 36, (f) The cylinder 34
The movable spud 31 is moved and both spuds 30.
31, and then return to the step (a) above, drive the moving spud 31 into the seabed surface B using the cylinder 36, and move the semi-submersible 9 vessels 10 horizontally by a predetermined amount from the previous working position. Fixed to.
こうして、(a)〜(f)の工程を繰返すことにより、
半潜9船10を所定量ずつ水平移動させ、各(a)の位
置で前回に施工した改良地盤に対して径方向に一部うツ
ブさせて、地盤改良作業を行う。このラップ施工時にお
いて、上記■で述べたように半潜9船10を所定の半潜
没位置に固定した状態で地盤改良作業を行うので、風雨
、潮流、波浪の影響を受けることなく、隣接する改良地
盤の径方向のラップ旦を容易に均一化できる。In this way, by repeating steps (a) to (f),
The nine semi-submersible vessels 10 are moved horizontally by a predetermined distance, and at each position (a), the soil improvement work is performed by partially indenting the previously constructed improved ground in the radial direction. During this wrap construction, the ground improvement work is carried out with the nine semi-submersible vessels 10 fixed at the predetermined semi-submerged positions as described in (■) above. It is possible to easily equalize the radial lap rate of the improved ground.
次に、別の実施例について説明する。Next, another example will be described.
第6図は、固定フレーム45に数句けた昇降用油圧シリ
ンダ81の上下両端からロッド82を突出させ、そのロ
ッドの上下両端にそれぞれ動滑車83を設け、この動滑
車83と定滑車84に掛は渡した上下一対の昇降用ワイ
ヤ85を上部チャック機構73を有する上部昇降枠71
に連結し、この上部昇降枠71と、下部チャック機構7
4を有する下部昇降枠72を定滑車86に掛は渡した上
下一対の連動ワイヤ87により連結し、前記油圧シリン
ダ81により上下の動滑車83を昇降させることにより
、昇降用ワイヤ85を介して上部昇降枠71を昇降させ
、この昇降に連動して連動用ワイヤ87を介して下部昇
降枠72を前記上部昇降枠71と相反する方向に昇降さ
せるようにしたものである。この実施例によれば、1台
の昇降用油圧シリンダ81により上下の両昇降枠71,
72を相反する方向に昇降させることができる。In FIG. 6, a rod 82 is protruded from both upper and lower ends of a hydraulic cylinder 81 for lifting and lowering that is mounted on a fixed frame 45, and a movable pulley 83 is provided at each of the upper and lower ends of the rod. The pair of upper and lower lifting wires 85 passed to the upper lifting frame 71 having an upper chuck mechanism 73
This upper elevating frame 71 and the lower chuck mechanism 7
4 is connected to a fixed pulley 86 by a pair of upper and lower interlocking wires 87, and by raising and lowering the upper and lower movable pulleys 83 by the hydraulic cylinder 81, the upper The elevating frame 71 is raised and lowered, and in conjunction with this elevating, the lower elevating frame 72 is moved up and down in a direction opposite to that of the upper elevating frame 71 via an interlocking wire 87. According to this embodiment, both the upper and lower lifting frames 71,
72 can be raised and lowered in opposite directions.
第7図は、攪拌軸50の回転駆動方式は前述した実施例
の場合と同様に攪拌軸50の中間部で回転駆動装置60
により回転トルクを伝達するようにし、昇降駆動方式と
してウィンチ70aを用いたものである。この場合、空
気回収管を兼ねた筒状のリーダ40aを用いることによ
り空気の回収効率を高めることができる。FIG. 7 shows that the rotational drive system of the stirring shaft 50 is similar to the above-described embodiment, in which a rotational drive device 60 is mounted at the middle part of the stirring shaft 50.
A winch 70a is used as the lifting/lowering drive system. In this case, air recovery efficiency can be increased by using a cylindrical leader 40a that also serves as an air recovery tube.
第8図は、攪拌軸50の上端に回転駆動装置60aを連
結した上部駆動方式で、この攪拌@1150と回転駆動
装置60aとをウィンチ70aにより一体に昇降させる
ようにしたものである。こうすれば、回転駆動トルクの
伝達をより確実に行うことができるとともに、貫入時に
回転駆動装置60aの自重を付加できる。また、この場
合も第7図と同様に空気回収管を兼ねた筒状のり−ダ4
0aを用いることができる。FIG. 8 shows an upper drive system in which a rotation drive device 60a is connected to the upper end of the stirring shaft 50, and the stirring @1150 and rotation drive device 60a are raised and lowered together by a winch 70a. In this way, the rotational drive torque can be transmitted more reliably, and the weight of the rotational drive device 60a can be added at the time of penetration. Also in this case, as in FIG.
0a can be used.
第9図は、先端駆動方式で、半潜没船10から昇降駆動
装置70bによって筒状の昇降体52を昇降させ、その
昇降体52の先端に回転駆動装置60bを介して所要数
の攪拌軸50を設けたものであり、これによれば、リー
ダを省略でき、半潜没船10の重心を低くして安定性を
向上できる。FIG. 9 shows a tip drive system in which a cylindrical elevating body 52 is raised and lowered from the semi-submersible vessel 10 by an elevating drive device 70b, and a required number of stirring shafts are connected to the tip of the elevating body 52 via a rotary drive device 60b. According to this, the leader can be omitted and the center of gravity of the semi-submersible vessel 10 can be lowered to improve stability.
このほか、半潜没船10の水平移動手段として、固定ス
パッド30と移動スパッド31を半潜没船10の四方に
設けることにより、半潜没船10を前後左右に自由に水
平移動させることができる。In addition, by providing fixed spuds 30 and movable spuds 31 on all sides of the semi-submersible vessel 10 as means for horizontally moving the semi-submersible vessel 10, the semi-submersible vessel 10 can be freely horizontally moved forward, backward, left and right. can.
(発明の効果)
上記のように、本発明によれば、作業船を半潜没船と支
援船に分け、攪拌軸等の作業礪器を半潜没船に、改良材
および動力源の供給機器を支援船にそれぞれ分けて装備
することにより、半潜没船および支援船を小形化して、
輸送を簡便にできるとともに、設備費の低廉化を図るこ
とができる。(Effects of the Invention) As described above, according to the present invention, a work vessel is divided into a semi-submersible vessel and a support vessel, a working vessel such as a stirring shaft is supplied to the semi-submersible vessel, and improvement materials and a power source are supplied to the semi-submersible vessel. By separately equipping each support ship with equipment, semi-submersible ships and support ships can be made smaller.
Not only can transportation be simplified, but equipment costs can also be reduced.
とくに、半潜没船を海底面から所定の高さだけ離した半
潜没状態で固定して地盤改良作業を行うので、潮位(水
深)の変化および風雨、潮流、波浪の影響を受けること
なく、円滑に作業でき、機械の運転稼働率を大幅にアッ
プでき、かつ、隣接する改良地盤の径方向のラップ量な
らびに地盤改良深度を容易に均一化でき、高精度の改良
地盤を得ることができる。また、半潜没船を海底面から
所定の高さだけ離した半潜没状態で移動させることによ
り、海底のヘドロ等の舞いあがりを防止して、海底汚染
を極力防止し得るとともに、移動時の抵抗を少なくして
スムーズに移動させることができ、作業能率を大幅にア
ップできる。In particular, since ground improvement work is carried out by fixing a semi-submersible vessel in a semi-submerged state at a predetermined height from the seabed, it is not affected by changes in tidal level (water depth), wind, rain, currents, or waves. , the work can be done smoothly, the operating efficiency of the machine can be greatly increased, and the radial lap amount and soil improvement depth of the adjacent improved ground can be easily uniformized, and highly accurate improved ground can be obtained. . In addition, by moving the semi-submersible ship in a semi-submerged state at a predetermined height from the seabed surface, it is possible to prevent sludge from floating up on the seabed and prevent seabed pollution as much as possible. It can be moved smoothly with less resistance, greatly increasing work efficiency.
第1図は本発明装置の実施例を示す全体正面図、第2図
はその半潜没船の平面図、第3図は攪拌軸の回転および
昇降駆動部を示す要部の正面図、第4図はその側面図、
第5図(a)〜(f)は半潜没船の水平移動方向を示す
作動説明図、第6図は攪拌軸の昇降駆動手段の別の例を
示す要部断面図、第7図乃至第9図はそれぞれ攪拌軸の
回転および昇降駆動手段のさらに別の例を示す概略説明
図、第10図は従来例を示す全体の側面図である。
10・・・半潜没船、15・・・スタビライジングコラ
ム、20・・・支援船、21・・・改良材供給タンク、
22・・・改良材の空気圧送i置、23・・・制御室、
24・・・支援ホース、30・・・固定スパッド、31
・・・移動スパッド、33・・・打設用油圧シリンダ、
34・・・水平移動用油圧シリンダ、36・・・打設用
油圧シリンダ、40・・・リーダ、50・・・攪拌軸、
51 ・・・攪拌翼、60.60a、60b−・・回転
駆動装置、70,70a、70b・・・昇降駆動装置、
71・・・上部昇降枠、72・・・下部昇降枠、73.
74・・・チャックliI!s。
75.76.81・・・昇降用油圧シリンダ。
特許出願人 株式会社神戸製鋼所同
三井造船 株式会社
同 1 三井不動産建設株式会社代 理 人
弁理士 小谷悦司同 弁理士 長1
)正
量 弁理士 板谷康夫
第 61閾
第 7 図
第8図
第10図Fig. 1 is an overall front view showing an embodiment of the device of the present invention, Fig. 2 is a plan view of the semi-submersible vessel, Fig. 3 is a front view of the main parts showing the rotation of the stirring shaft and the elevation drive unit, Figure 4 is its side view.
5(a) to 5(f) are operational explanatory diagrams showing the horizontal movement direction of the semi-submersible vessel, FIG. 6 is a cross-sectional view of main parts showing another example of the stirring shaft lifting/lowering drive means, and FIGS. 7 to 7. FIG. 9 is a schematic explanatory view showing yet another example of the stirring shaft rotation and lifting/lowering driving means, and FIG. 10 is an overall side view showing a conventional example. 10...Semi-submersible ship, 15...Stabilizing column, 20...Support ship, 21...Improvement material supply tank,
22... Pneumatic feed location of improved material, 23... Control room,
24... Support hose, 30... Fixed spud, 31
... Moving spud, 33... Hydraulic cylinder for pouring,
34... Hydraulic cylinder for horizontal movement, 36... Hydraulic cylinder for pouring, 40... Leader, 50... Stirring shaft,
51... Stirring blade, 60.60a, 60b-... Rotating drive device, 70, 70a, 70b... Lifting drive device,
71... Upper lifting frame, 72... Lower lifting frame, 73.
74... Chuck liI! s. 75.76.81...Hydraulic cylinder for lifting. Patent applicant: Kobe Steel, Ltd.
Mitsui Engineering & Shipbuilding Co., Ltd. 1 Mitsui Fudosan Construction Co., Ltd. Agent
Patent Attorney Etsushi Kotani Patent Attorney Chief 1
) Positive amount Patent attorney Yasuo Itaya No. 61 Threshold No. 7 Figure 8 Figure 10
Claims (1)
る攪拌軸と、攪拌軸を回転ならびに昇降自在に支持する
支持手段と、攪拌軸の回転駆動手段と、攪拌軸の昇降駆
動手段と、攪拌軸による攪拌部に地盤改良材を吐出する
改良材吐出手段と、半潜没船を海底面から所定の高さ離
れた半潜没位置に保持する浮力調節手段と、半潜没船に
対して昇降のみ可能な固定スパッドと、固定スパッドを
半潜没船から海底面に挿抜自在に打設する打設手段と、
半潜没船に対して昇降自在でかつ水平移動自在の移動ス
パッドと、移動スパッドを半潜没船から海底面に挿抜自
在に打設する打設手段と、半潜没船と移動スパッドとの
水平方向の相対位置を変更する位置変更手段とを設け、
一方、前記半潜没船とは別個に構成された支援船に、前
記改良材吐出手段に対する改良材供給装置と、前記半潜
没船に設けられた各手段の駆動部に対する動力源を装備
してなることを特徴とする海底軟弱地盤改良装置。1. A semi-submersible vessel capable of floating semi-submersively, with a stirring shaft having a stirring blade at the tip, supporting means for supporting the stirring shaft so as to be rotatable and movable up and down, means for rotationally driving the stirring shaft, and raising and lowering of the stirring shaft. a driving means, an improvement material dispensing means for discharging the soil improvement material into a stirring section by a stirring shaft, a buoyancy adjustment means for holding the semi-submersible vessel at a semi-submerged position at a predetermined height away from the seabed surface; A fixed spud that can only be raised and lowered relative to the sunken ship, and a driving means that drives the fixed spud so that it can be inserted into and removed from the semi-submerged ship on the seabed surface.
A movable spud that is movable up and down and horizontally movable relative to a semi-submersible ship, a driving means for driving the movable spud into and out of the seabed surface from the semi-submersible ship, and a connection between the semi-submersible ship and the movable spud. and position changing means for changing the relative position in the horizontal direction,
On the other hand, a support ship configured separately from the semi-submersible ship is equipped with an improvement material supply device for the improvement material discharging means and a power source for the drive units of each means provided in the semi-submersible ship. A submarine soft ground improvement device that is characterized by the ability to
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26488484A JPS61142218A (en) | 1984-12-14 | 1984-12-14 | Improver for seabed soft ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26488484A JPS61142218A (en) | 1984-12-14 | 1984-12-14 | Improver for seabed soft ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61142218A true JPS61142218A (en) | 1986-06-30 |
Family
ID=17409561
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26488484A Pending JPS61142218A (en) | 1984-12-14 | 1984-12-14 | Improver for seabed soft ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61142218A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0333656U (en) * | 1989-08-08 | 1991-04-03 |
-
1984
- 1984-12-14 JP JP26488484A patent/JPS61142218A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0333656U (en) * | 1989-08-08 | 1991-04-03 |
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