JPS61196015A - Soft ground improving device - Google Patents

Soft ground improving device

Info

Publication number
JPS61196015A
JPS61196015A JP3482285A JP3482285A JPS61196015A JP S61196015 A JPS61196015 A JP S61196015A JP 3482285 A JP3482285 A JP 3482285A JP 3482285 A JP3482285 A JP 3482285A JP S61196015 A JPS61196015 A JP S61196015A
Authority
JP
Japan
Prior art keywords
stirring shaft
chuck mechanism
lowered
agitating shaft
lifting
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
JP3482285A
Other languages
Japanese (ja)
Other versions
JPH0468406B2 (en
Inventor
Makoto Motoyoshi
誠 元吉
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP3482285A priority Critical patent/JPS61196015A/en
Publication of JPS61196015A publication Critical patent/JPS61196015A/en
Publication of JPH0468406B2 publication Critical patent/JPH0468406B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (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)

Abstract

PURPOSE:To enable improvement of stability and to facilitate maintenance of a device, by a method wherein driving devices for rotation of an agitating shaft and elevating are located to the lower part of a leader erected on a device body to lower the center of gravity of a whole device. CONSTITUTION:A distance between elevating frames 52a and 52b is decreased through expansion of hydraulic cylinders 51a and 51b for elevating, an agitating shaft 30 is grasped by a chuck mechanism 60b, and a chuck mechanism 60a is released. With the cylinder 51b contracted, the elevating frame 52b is lowered, the agitating shaft 30 is lowered as it is rotated, and the elevating frame 52a is raised. The agitating shaft 30 is grasped by a chuck mechanism 60a, and the chuck mechanism 60b is released. With the cylinder 51a expanded, the elevating frame 52a is lowered, the agitating shaft 30 is lowered as it is rotated, and the elevating frame 52b is raised. Further, the agitating shaft 30 is grasped by means of the chuck mechanism 60b, and after the chuck mechanism 60a is released, the agitating shaft 30 is lowered by following the similar procedures described above, and the agitating shaft 36 is penetrated into a soft ground.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、海底や陸上等の軟弱地盤を改良するための軟
弱地盤改良装置に関するもので、とくに攪拌軸の回転な
らびに昇降手段を改善したものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a soft ground improvement device for improving soft ground on the ocean floor, on land, etc., and in particular, to an apparatus that improves the rotation and lifting means of a stirring shaft. It is.

(従来技術) 従来、海底や陸上の軟弱地盤を改良する工法として、第
7図、第8図に示すように、装置本体1にリーダ2を介
して支持された中空攪拌軸3をその上端に設けた回転駆
動装置4により回転させながらウィンチ5等により降下
させ、該攪拌軸3の下端に設けた攪拌翼6を軟弱地盤中
に所定深度まで貫入させた後、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3
内に設けた改良材供給通路に空気圧送して、攪拌軸3の
下端に設けた吐出口から軟弱地盤中に吐出し、該1!拌
翼6により地盤改良材と軟弱地盤土壌とを攪拌混合して
軟弱地盤を改良する噴tll#!l拌工法(DJM工法
)が知られている。
(Prior Art) Conventionally, as a construction method for improving soft ground on the seabed or on land, as shown in Figs. The stirring blade 6 provided at the lower end of the stirring shaft 3 is penetrated into the soft ground to a predetermined depth by being lowered by a winch 5 or the like while being rotated by the rotary drive device 4 provided, and then pulled out. In one process, the ground improvement material is stirred using the stirring shaft 3.
The improvement material is fed by air pressure to the improvement material supply passage provided in the stirring shaft 3, and is discharged into the soft ground from the discharge port provided at the lower end of the stirring shaft 3. A jet that improves soft ground by stirring and mixing the ground improvement material and soft ground soil using the stirring blade 6! The mixing method (DJM method) is known.

しかし、従来の軟弱地盤改良装置では、攪拌軸3の回転
駆動装置4および昇降のためのウィンチ5等を攪拌軸3
の上端およびリーダ2の上端に設けているため、重心が
高くなり、装置全体が不安定となる。このため、リーダ
2の高さhlに制限があり、攪拌軸3の全長h2も短く
せざるを得ず、改良深度が浅くなり、かつ、回転トルク
および昇降力が攪拌軸3上端の回転駆動部から下端の攪
拌翼6に至る全長に作用するため、攪拌軸3が座屈し易
く、これを防止するために、中間軸受7が必要であると
ともに、リーダ2を全体に亘って堅牢な構造とする必要
がある。また、回転および昇降の駆動部が上部にあるた
め、駆動部のメンテナンスが困難であるとともに、故障
時に高所作業となり、危険であるばかりでなく、部品の
交換等に際して下からすべて解体しなければならない場
合が多い等の種々の問題があった。
However, in conventional soft ground improvement equipment, the rotation drive device 4 of the stirring shaft 3 and the winch 5 for lifting and lowering the stirring shaft 3 are connected to the stirring shaft 3.
Since it is provided at the upper end and the upper end of the leader 2, the center of gravity becomes high, making the entire device unstable. For this reason, there is a limit to the height hl of the leader 2, and the overall length h2 of the stirring shaft 3 has to be shortened, resulting in a shallow improvement depth. Since it acts on the entire length from the to the stirring blade 6 at the lower end, the stirring shaft 3 is likely to buckle, and to prevent this, an intermediate bearing 7 is required, and the leader 2 has a robust structure throughout. There is a need. In addition, since the rotation and lifting drive parts are located at the top, maintenance of the drive parts is difficult, and in the event of a breakdown, work must be done at height, which is not only dangerous, but also requires disassembly from below when replacing parts. There were various problems, such as in many cases not being possible.

(発明の目的) 本発明は、このような事情に鑑み、装置全体の重心を低
くして安定性を向上でき、リーダの高さおよび攪拌軸の
全長を大きくして改良深度を深くできるとともに、攪拌
軸の座屈の問題を容易に解消でき、攪拌軸の案内構造を
簡素化し、メンテナンスを安全かつ容易に行いつる装置
を提供するものである。
(Objective of the Invention) In view of the above circumstances, the present invention is capable of improving stability by lowering the center of gravity of the entire device, increasing the height of the leader and the overall length of the stirring shaft, and deepening the depth of improvement. To provide a hanging device that can easily solve the problem of buckling of the stirring shaft, simplify the guiding structure of the stirring shaft, and perform maintenance safely and easily.

(発明の構成) 本発明は、装置本体に立設されたリーダに、先端に攪拌
翼を有する攪拌軸を回転ならびに昇降自在に支持させ、
上記リーダの下部に、攪拌軸の昇降を許容しつつ攪拌軸
に回転トルクを伝達する回転駆動装置と、攪拌軸を交互
に把持しかつその把持状態で攪拌軸の回転を許容しつつ
攪拌軸に昇降力を伝達する上下二組のチャック機構と、
上下のチャック機構を所定のストロークで相反する方向
に昇降させる昇降駆動装置と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 has a leader installed upright in the apparatus main body support a stirring shaft having a stirring blade at the tip so as to be rotatable and vertically movable.
At the bottom of the leader, there is a rotary drive device that transmits rotational torque to the stirring shaft while allowing the stirring shaft to move up and down, and a rotation drive device that alternately grips the stirring shaft and allows the stirring shaft to rotate while being gripped. Two sets of upper and lower chuck mechanisms that transmit lifting force,
This device is characterized by being equipped with an elevating drive device that moves the upper and lower chuck mechanisms up and down in opposite directions with predetermined strokes.

(実施例) 第1図、第2図において、10は装置本体で、攪拌軸昇
降用の貫通穴11を有し、その上部にリーダ20が立設
されている。リーダ20は下部の主リーダ21と、上部
の補助リーダ22とからなり、主リーダ21には上下一
対の固定フレーム23.24が設けられている。主リー
ダ21は攪拌軸30の回転および昇降の駆動部を支持す
るためにある程度の強度をもって堅牢に構成されるが、
リーダ20全体に対する主リーダ21の占める割合は小
さく(低り)、かつ、補助リーダ22は攪拌軸30の上
端をガイドするだけであり、構造が簡素化され、軽僅化
されている。これにより、リーダ20を従来に比べて全
体的に軽舟化でき、リーダ20の全高さHlを高くでき
るとともに、攪拌軸30の全長さH2を長(できること
になる。
(Example) In FIGS. 1 and 2, 10 is an apparatus main body, which has a through hole 11 for raising and lowering a stirring shaft, and a leader 20 is erected above the through hole 11. The leader 20 consists of a lower main leader 21 and an upper auxiliary leader 22, and the main leader 21 is provided with a pair of upper and lower fixed frames 23 and 24. The main leader 21 is constructed to have a certain degree of strength and robustness in order to support the rotating and lifting drive part of the stirring shaft 30;
The ratio of the main leader 21 to the entire leader 20 is small (low), and the auxiliary leader 22 only guides the upper end of the stirring shaft 30, making the structure simple and lightweight. As a result, the overall leader 20 can be made lighter than the conventional boat, the total height Hl of the leader 20 can be increased, and the total length H2 of the stirring shaft 30 can be increased.

なお、リーダ20は装置本体10上に台車等を介して前
後、左右に位置変更自在に設けてもよい。
Note that the reader 20 may be provided on the device main body 10 via a trolley or the like so that its position can be changed back and forth, left and right.

攪拌軸30は第3図乃至第5図に示すように所定長さの
外側角パイプ31と内側光バイブ32とからなる二ti
m造で、両パイプ31.32が接続部材33により軸方
向に連結されて長尺に形成され、上記丸パイプ32と接
続部材33内に軸方向に貫通する改良材供給通路34が
形成され、下端に地盤改良材の吐出口35および攪拌1
36が設けられている。上記接続部材33は攪拌軸30
の軸方向に一定ピッチで設けられ、各接続部材33の表
面(四面)にそれぞれチャック係合溝37が構成され、
これにより攪拌軸30の軸方向全長に亘って一定ピッチ
でチャック係合溝37が形成されている。
As shown in FIGS. 3 to 5, the stirring shaft 30 is a two-piece structure consisting of an outer square pipe 31 of a predetermined length and an inner optical vibrator 32.
m construction, both pipes 31 and 32 are connected in the axial direction by a connecting member 33 to form a long length, and an improvement material supply passage 34 is formed that passes through the round pipe 32 and the connecting member 33 in the axial direction, Ground improvement material discharge port 35 and stirring 1 at the bottom end
36 are provided. The connection member 33 is the stirring shaft 30
chuck engaging grooves 37 are provided at a constant pitch in the axial direction of the connecting members 33, and chuck engaging grooves 37 are formed on the surfaces (four sides) of each connecting member 33,
As a result, the chuck engaging grooves 37 are formed at a constant pitch over the entire axial length of the stirring shaft 30.

上記攪拌軸30はリーダ20に回転ならびに昇降自在に
支持され、リーダ20の下部において、回転駆動部!!
40により回転駆動され、昇降駆動装置50によって昇
降されるものであり、攪拌軸30の上端は案内枠25に
スイベルジヨイント等を介して回動自在に支持され、案
内枠25はり一ダ20に昇降自在に支持されている。
The stirring shaft 30 is supported by the leader 20 so as to be rotatable and movable up and down. !
The upper end of the stirring shaft 30 is rotatably supported by a guide frame 25 via a swivel joint, etc. It is supported so that it can be raised and lowered.

上記攪拌軸30の回転駆動装置40は駆動モータ41と
減速tlA42からなり、リーダ20の下部固定フレー
ム24に設けられ、攪拌軸30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 40 for the stirring shaft 30 includes a drive motor 41 and a deceleration tlA 42, and is installed on the lower fixed frame 24 of the leader 20, and is configured to transmit rotational torque while allowing movement in the axial direction with respect to the stirring shaft 30. It has become.

また、攪拌軸30の昇降駆動装置50は、上記リーダ2
0の両固定フレーム23.24に設けられた昇降用油圧
シリンダ(エアシリンダでもよい)51a、51bによ
って4降される上下一対の昇降枠52a、52bを具備
している。上記両シリンダ51a、51bは上記攪拌軸
30に設けられたチャック係合溝37の軸方向ピッチに
対応するストロークで伸縮するもので、上下のシリンダ
51a、51bは互いに逆向きに配置され、上部のシリ
ンダ51aと下部のシリンダ51bを同時に伸長および
縮小させることによって上下の昇降枠52a、52bが
相反する方向に昇降されるようになっている。両昇降枠
52a、52bにはそれぞれ攪拌軸30を着脱自在に把
持し、かつ、ぞの把持状態で攪拌軸30の回転を許容し
ながら昇降力を伝達するチャック機構60a、60bが
設けられている。
Further, the lifting device 50 of the stirring shaft 30 is connected to the leader 2.
It is provided with a pair of upper and lower lifting frames 52a and 52b that are lowered four times by lifting hydraulic cylinders (air cylinders may be used) 51a and 51b provided on both fixed frames 23 and 24 of 0. Both cylinders 51a, 51b expand and contract with strokes corresponding to the axial pitch of the chuck engagement groove 37 provided in the stirring shaft 30. The upper and lower cylinders 51a, 51b are arranged in opposite directions, and the upper By simultaneously expanding and contracting the cylinder 51a and the lower cylinder 51b, the upper and lower lifting frames 52a and 52b are raised and lowered in opposite directions. Both elevating frames 52a, 52b are provided with chuck mechanisms 60a, 60b that removably grip the stirring shaft 30 and transmit the elevating force while allowing the stirring shaft 30 to rotate in each gripped state. .

上下の昇降枠52a、52bおよびチャック機構60a
、60bは同一構造につき、以下、上部の昇降枠52a
およびチャック機構60aの構造を第4図、第5図によ
って詳細に説明する。すなわち、昇降枠52aはその左
右両側においてり−ダ20に設けられたガイドレール2
6にガイドローラ53を介して昇降自在に支持されてい
る。
Upper and lower lifting frames 52a, 52b and chuck mechanism 60a
, 60b have the same structure, and hereinafter, the upper lifting frame 52a
The structure of the chuck mechanism 60a will be explained in detail with reference to FIGS. 4 and 5. That is, the elevating frame 52a has guide rails 2 provided on the ladder 20 on both its left and right sides.
6 via guide rollers 53 so as to be movable up and down.

昇降枠52aには上下に貫通する支持穴54が設けられ
、この支持穴54に支持筒体55、ラジアルベアリング
56、スラストベアリング57、スリーブ58、抜止め
部材59を介して回転筒体61が回動自在に支持されて
いる。回転筒体61は昇降枠52aに回動自在に支持す
るために外形が横断面円形に形成され、かつ、中心部に
攪拌軸30を軸方向に摺動自在に挿通するために攪拌軸
30の外形に対応した横断面角形の攪拌軸挿通穴62が
設けられている。回転筒体61の上端には7ランジ63
が設けられ、この7ランジ63に取付は台64を介して
チャック用油圧シリンダ(エアシリンダでもよい)65
が取付けられ、該シリンダ65のピストン66にチャッ
ク爪67が連結されている。これによって、チャック爪
67が上記回転筒体61等を介して昇降枠52aと一体
に昇降自在でかつ昇降枠52aに対して回動自在に設け
られている。64′は補強部材である。
A support hole 54 is provided in the vertically penetrating frame 52a, and the rotary cylinder 61 is rotated through the support hole 54 via a support cylinder 55, a radial bearing 56, a thrust bearing 57, a sleeve 58, and a retaining member 59. Supported for free movement. The rotating cylindrical body 61 has a circular outer shape in cross section in order to be rotatably supported on the elevating frame 52a, and has a circular shape in cross section so that the stirring shaft 30 can be slidably inserted in the center thereof in the axial direction. A stirring shaft insertion hole 62 having a rectangular cross section corresponding to the outer shape is provided. 7 langes 63 at the upper end of the rotating cylinder 61
A chuck hydraulic cylinder (an air cylinder may also be used) 65 is attached to this 7-lunge 63 via a stand 64.
is attached, and a chuck claw 67 is connected to the piston 66 of the cylinder 65. As a result, the chuck claw 67 is provided so as to be able to move up and down integrally with the lifting frame 52a via the rotary cylinder 61 and the like, and to be rotatable relative to the lifting frame 52a. 64' is a reinforcing member.

また、チャック爪67は油圧シリンダ65の両側の油室
68.69に圧油を給排することによって攪拌軸30の
径方向に進退し、チャック係合溝37に着脱自在に係合
して攪拌軸30を把持し、その把持状態で攪拌軸30と
一体に回動しながら昇降枠52aの昇降力を攪拌軸30
に伝達するようになっている。71.72は圧油給排ボ
ートで、上記各部材に設けられた油通路73.74およ
び配管等を介して上記油圧シリンダ65の油室68゜6
9に油圧的に接続されている。75.76は各ベアリン
グ56.57に対する給油口、77はオイルシールであ
る。
In addition, the chuck claws 67 advance and retreat in the radial direction of the stirring shaft 30 by supplying and discharging pressure oil to the oil chambers 68 and 69 on both sides of the hydraulic cylinder 65, and removably engage with the chuck engagement groove 37 to stir. While holding the shaft 30 and rotating it together with the stirring shaft 30, the lifting force of the lifting frame 52a is applied to the stirring shaft 30.
It is designed to be transmitted to 71.72 is a pressure oil supply/discharge boat that connects the oil chamber 68°6 of the hydraulic cylinder 65 through oil passages 73, 74 provided in each of the above members and piping, etc.
9 is hydraulically connected to. Reference numerals 75 and 76 are oil supply ports for each bearing 56 and 57, and 77 is an oil seal.

上記の如く構成した軟弱地盤改良装置を海底の軟弱地盤
改良用として用いるときは、装置本体10を半潜没船と
し、これに浮力調節手段を具備させ、この浮力調節手段
により装置本体(半潜没船)10を海上に浮上させた状
態と、海底面から適当距離離れた半潜没状態もしくは海
底面に着底した状H等に調節できるようにするとともに
、適当な固定手段により海底面に対して固定できるよう
にする。一方、」−記装置本体10と別個にW4成した
支援船(図示省略)に上記攪拌軸30に対する改良材供
給装置1回転駆動装置40に対する給電制M装置、昇降
用油圧シリンダ51a、51bおよびチャック用油圧シ
リンダ65に対する油圧制御装置等を装備させる。
When the soft ground improvement device configured as described above is used for improving soft ground on the seabed, the main body 10 of the device is a semi-submersible vessel, and this is equipped with a buoyancy adjustment means. The sunken ship) 10 can be adjusted to be floating on the sea, semi-submerged at an appropriate distance from the seabed, or bottomed on the seabed, and fixed to the seabed using appropriate fixing means. to be able to be fixed against the On the other hand, a support ship (not shown) which is W4 separately from the device main body 10 is equipped with an improved material supply device 1 for the stirring shaft 30, a power supply control M device for the rotation drive device 40, hydraulic cylinders 51a and 51b for lifting and a chuck. A hydraulic control device and the like for the hydraulic cylinder 65 are installed.

而して、装置本体10および支援艇を海上に浮かべた状
態で、これらを図外の曳船によりあるいは支援船の推進
装置により地盤改良位置まで輸送し、地盤改良位置にお
いて、浮力調節手段により装置本体10の浮力を次第に
小さくし、装置本体10を水平に保持しながら徐々に沈
めて海底面から所定距離離れた位置に半潜没状態で停止
させるとともに、固定手段により海底面に対して固定さ
せる。
Then, while the main body 10 and the support boat are floating on the sea, they are transported to the ground improvement position by a tugboat (not shown) or by the propulsion device of the support boat, and at the ground improvement position, the main body 10 and the support boat are lifted up by the buoyancy adjustment means. The buoyancy of the device 10 is gradually reduced, the main body 10 of the device is held horizontally and gradually submerged, stopped at a predetermined distance from the seabed surface in a semi-submerged state, and fixed to the seabed surface by a fixing means.

次いで、攪拌軸30を回転駆動装置40により回転させ
ながら、昇降駆動装置50によって下降させることによ
り、その先端の攪拌136を回転させながら海底の軟弱
地盤に貫入させる。
Next, the stirring shaft 30 is rotated by the rotary drive device 40 and lowered by the lifting drive device 50, so that the stirring shaft 30 at the tip thereof is rotated and penetrates into the soft ground of the seabed.

この貫入工程を第6図(a)〜(e)によって説明する
This penetration step will be explained with reference to FIGS. 6(a) to 6(e).

(a)  上下の昇降用油圧シリンダ518.51bを
伸ばし、上下の昇降枠52a、52bの間隔を小さくし
、下部昇降枠52bのチャック機構60bにより攪拌軸
30を把持した状態で、上部昇降枠52aのチャック機
構608を解放する。
(a) The upper and lower lifting hydraulic cylinders 518.51b are extended, the interval between the upper and lower lifting frames 52a and 52b is reduced, and the upper lifting frame 52a is held while the stirring shaft 30 is gripped by the chuck mechanism 60b of the lower lifting frame 52b. The chuck mechanism 608 is released.

なお、下部チャック機構60bによる攪拌軸30の把持
は、第5図に示すチャック用油圧シリンダ65のヘッド
側油室68に圧油を供給し、ピストン66を介してチャ
ック爪67を突出させ、同型67を攪拌軸30のチャッ
ク係合溝37に係合させることによって行われる。また
、上部チャック機構608を解放するには、チャック用
油圧シリンダ65のロッド側油室69に圧油介供給して
チャック爪67を後退させればよい。
The gripping of the stirring shaft 30 by the lower chuck mechanism 60b is achieved by supplying pressure oil to the head side oil chamber 68 of the chuck hydraulic cylinder 65 shown in FIG. 67 into the chuck engagement groove 37 of the stirring shaft 30. Furthermore, in order to release the upper chuck mechanism 608, pressure oil may be supplied to the rod-side oil chamber 69 of the chuck hydraulic cylinder 65 to cause the chuck claw 67 to retreat.

(b)  下部チャック機構60bにより攪拌軸30を
把持した状態で、下部昇降用油圧シリンダ51bを縮め
て下部昇降枠52bを下降させることにより、攪拌軸3
0を回転させながら下降させ、これと同時に上部チャッ
クIl!l構60aを解放した状態で、上部昇降用油圧
シリンダ51aを縮めて上mu降枠52aを上昇させる
。このとき、攪拌軸30は回転駆動装置i40から回転
トルクを受けて回転しているが、攪拌軸30は回転駆動
装置40に対して軸方向に摺動自在に設けられているの
で、回転駆動装置40が攪拌軸30の、下降を邪魔する
ことはない。また、下部チャック機構60bは第5図に
示したように下部昇降枠52bに回転筒体61′sを介
して回動のみ可能に設けられているので、この下部チャ
ック機構60bが攪拌軸30の回転を邪魔することもな
い。従って、攪拌軸30は回転しながら円滑に下降され
る。
(b) With the stirring shaft 30 gripped by the lower chuck mechanism 60b, the lower lifting hydraulic cylinder 51b is retracted to lower the lower lifting frame 52b.
0 while rotating, and at the same time upper chuck Il! With the l mechanism 60a released, the upper lifting hydraulic cylinder 51a is retracted to raise the upper mu lowering frame 52a. At this time, the stirring shaft 30 is rotated by receiving rotational torque from the rotational drive device i40, but since the stirring shaft 30 is provided so as to be slidable in the axial direction with respect to the rotational drive device 40, the rotational drive device 40 does not interfere with the lowering of the stirring shaft 30. Further, as shown in FIG. 5, the lower chuck mechanism 60b is provided on the lower elevating frame 52b so as to be rotatable only via the rotary cylinder body 61's. It doesn't interfere with rotation. Therefore, the stirring shaft 30 is smoothly lowered while rotating.

(C)  下部昇降枠52bを所定のストロークsbだ
け下降させ、上部昇降枠52aを所定のストロークSa
だけ上昇させた後、上記(a)と逆に下部昇降枠52a
のヂャック機11160aにより攪拌軸30を把持し、
下部昇降枠52bのチャック機構60bを解放する。こ
のとき、攪拌軸30は引続いて回転駆動装ff40によ
り回転駆動させている。ただし、チャック機構60aも
回転筒体61を介して攪拌軸30と一体に回転している
ので、該チャック機構608による攪拌軸30の把持は
支障なく行われる。
(C) Lower the lower elevating frame 52b by a predetermined stroke sb, and lower the upper elevating frame 52a by a predetermined stroke Sa.
After raising the lower lifting frame 52a, contrary to the above (a),
Grip the stirring shaft 30 with the jack machine 11160a,
The chuck mechanism 60b of the lower elevating frame 52b is released. At this time, the stirring shaft 30 is continuously driven to rotate by the rotation drive device ff40. However, since the chuck mechanism 60a also rotates together with the stirring shaft 30 via the rotary cylinder 61, the chuck mechanism 608 can grip the stirring shaft 30 without any problem.

(d)  上部チャック機構608により攪拌軸30を
把持した状態で、上部昇降用油圧シリンダ51aを伸ば
して上部昇降枠52aを下降させることにより、攪拌軸
30を回転さVながら上部昇降枠52aと一体的に下降
させ、これと同時に下部チャック機構60bを解放した
状態で、下部昇降用油圧シリンダ51bを伸ばしてF部
昇降枠52bを上昇させる。このとき、上部チャックl
1i160aは攪拌軸30と一体的に回転しながら上部
昇降枠52aおよび攪拌軸30と一体的に下降され、下
部チャック機構60bは攪拌軸30と一体的に回転しな
がら攪拌軸30の下降を邪魔しない状態で下部昇降枠5
2bと一体的に上昇される。
(d) With the stirring shaft 30 gripped by the upper chuck mechanism 608, extend the upper lifting hydraulic cylinder 51a and lower the upper lifting frame 52a, so that the stirring shaft 30 is rotated and integrated with the upper lifting frame 52a. At the same time, with the lower chuck mechanism 60b released, the lower lifting hydraulic cylinder 51b is extended to raise the F section lifting frame 52b. At this time, the upper chuck l
1i 160a is lowered together with the upper elevating frame 52a and the stirring shaft 30 while rotating integrally with the stirring shaft 30, and the lower chuck mechanism 60b rotates integrally with the stirring shaft 30 and does not interfere with the lowering of the stirring shaft 30. Lower lifting frame in condition 5
It is raised integrally with 2b.

(e)  上部昇降枠52aを所定のストロークSaだ
け下降させ、下部昇降枠52bを所定のストロークsb
だけ上昇させた後、下部昇降枠52bのチャック機構6
0bにより攪拌軸30を把持し、上部昇降枠52aのグ
ーヤツク機構60aを解放する。
(e) Lower the upper elevating frame 52a by a predetermined stroke Sa, and lower the lower elevating frame 52b by a predetermined stroke sb.
After raising the lower elevating frame 52b by
0b to grip the stirring shaft 30 and release the gooey mechanism 60a of the upper elevating frame 52a.

以下、攪拌軸30を回転させながら上記(a)〜(lの
工程を繰返すことにより下降させる。
Thereafter, the stirring shaft 30 is lowered by repeating the steps (a) to (l) while rotating it.

りなわら、攪拌軸30を回転駆動装W140により回転
させながら、上下の昇降枠52a、52bを各昇降用油
圧シリンダ51a、51bにより所定のストロークSb
、Saをもって相反する方向に繰返し昇降させ、その上
昇時にチャック機構60aまたは60bを解放して次の
把持位置に戻し、下降時にチャック機構60bまたは6
0aにより攪拌軸30を把持することにより、攪拌軸3
0を下部チャック機構60bと上部チャック機構60a
により交互に把持して、下部昇降枠52bまたは上部昇
降枠52aと一体的に上記ストロークSb、 Saずつ
下降させ、以って、攪拌軸30をほぼ連続的に下降させ
、攪拌9336を回転させながら軟弱地盤に貫入させる
While rotating the stirring shaft 30 by the rotary drive device W140, the upper and lower lifting frames 52a and 52b are moved to a predetermined stroke Sb by the respective lifting hydraulic cylinders 51a and 51b.
, Sa are repeatedly raised and lowered in opposite directions, and when the chuck mechanism 60a or 60b is raised, the chuck mechanism 60a or 60b is released and returned to the next gripping position, and when it is lowered, the chuck mechanism 60b or 6 is
By gripping the stirring shaft 30 by 0a, the stirring shaft 3
0 to the lower chuck mechanism 60b and the upper chuck mechanism 60a
While alternately gripping the lower lifting frame 52b or upper lifting frame 52a and lowering the strokes Sb and Sa integrally with each other, the stirring shaft 30 is lowered almost continuously, and the stirring shaft 9336 is rotated. Penetrates into soft ground.

こうして、攪拌翼36を回転させながら所定の深度まで
貫入させた後、該攪拌I!36を回転させながら引抜(
。このとき、前記同様に上下の昇降用油圧シリンダ51
a、51bを伸縮さゼて上部。
In this way, after the stirring blade 36 is rotated and penetrated to a predetermined depth, the stirring I! Pull out while rotating 36 (
. At this time, the vertical lifting hydraulic cylinder 51
a, expand and contract 51b to the upper part.

M降枠52aと下部昇降枠52bとを相反する方向に繰
返し昇降させる。ただし、この引抜き時には、上記貫入
時と逆に昇降枠52a、52bの上昇降にその枠に設け
られたチャック機構60aまたは60bにより攪拌軸3
0を把持させて、攪拌軸30を上部昇降枠52aまたは
下部昇降枠52bと一体的に所定のストロークSa、S
bずつ上昇させ、昇降枠の下降時に該チャック機構60
aまたは60bを解放して次の把持位置に戻す。これに
よって、攪拌軸30を回転させながらほぼ連続的に上昇
させ、引抜く。
The M descending frame 52a and the lower elevating frame 52b are repeatedly raised and lowered in opposite directions. However, during this pulling out, contrary to the above-mentioned penetration, the stirring shaft
0, and move the stirring shaft 30 integrally with the upper lifting frame 52a or the lower lifting frame 52b through predetermined strokes Sa, S.
When the elevating frame is lowered, the chuck mechanism 60
Release a or 60b and return to the next gripping position. As a result, the stirring shaft 30 is raised almost continuously while rotating and pulled out.

一方、上記攪拌翼36の貫入または引抜きのいずれか一
方の工程において、地盤改良材を図外の支援船に設けら
れた改良材供給装置から改良材供給ホース等を介して空
気圧送により攪拌軸30内の改良材供給通路34に供給
し、該改良材を攪拌軸30の下端の吐出口35から軟弱
地盤中に吐出させ、前記攪拌1136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 blades 36, the ground improvement material is pneumatically fed to the stirring shaft 30 via an improvement material supply hose or the like from an improvement material supply device installed on a support ship (not shown). supplying the improvement material to the improvement material supply passage 34 in the center, discharging the improvement material into the soft ground from the discharge port 35 at the lower end of the stirring shaft 30, and stirring the ground improvement material and the soft ground soil by the rotation of the stirring 1136, Mix it and improve soft ground.

ところで、上記実施例では、海底の軟弱地盤改良用とし
て、装置本体10を半潜没船としたが、装置本体10を
海面上に浮かべて使用する作業台船とし、その海面上か
ら海底の軟弱地盤を改良するようにしてもよい。また、
本発明の装置は陸上用としても使用できる。こ、の場合
、クレーン等の建設機械のベースマシンを装置本体とし
、これに杭打ち機のリーダ方式で攪拌軸30を昇降自在
に支持させ、その攪拌軸30の回転なら゛びに昇降の駆
動手段として本発明の装置を使用すればよい。
By the way, in the above embodiment, the device main body 10 is a semi-submersible ship for improving soft ground on the seabed, but the device main body 10 is a work barge that is used while floating on the sea surface, and from above the sea surface, it is used to improve soft ground on the seabed. The ground may also be improved. Also,
The device of the invention can also be used on land. In this case, the base machine of a construction machine such as a crane is used as the main body of the device, and the stirring shaft 30 is supported by the leader system of a pile driver so as to be able to rise and fall freely, and the driving means for rotating and lifting the stirring shaft 30 is provided. The device of the present invention may be used as

また、上記実施例では、攪拌軸30の外形の横断面形状
を四角形にしたが、四角形以外の多角形、太鼓形、円形
等に形成してもよい。また、チャック機構aoa、 6
obはシリンダによる駆動に限らず、ねじ、カム、モー
タ等により開閉させるようにしてもよい。また、上記チ
ャック機構60a。
Further, in the above embodiment, the outer cross-sectional shape of the stirring shaft 30 is a quadrangle, but it may be formed into a polygon other than a quadrangle, a drum shape, a circle, or the like. In addition, chuck mechanism aoa, 6
ob is not limited to being driven by a cylinder, but may be opened and closed by a screw, cam, motor, or the like. Also, the chuck mechanism 60a.

60bは必ずしも攪拌軸30と一体的に回転させる必要
はなく、その把持状態で攪拌軸30の回転を許容する構
造であればよい。また、チャック機構608,60bの
昇降手段として、固定フレーム23.24に回転ねじを
設け、この回転ねじに昇降枠52a、52bを螺嵌させ
、回転ねじの回転により昇降枠52a、52bを昇降さ
せてチャック機構60a、60bを昇降させるようにし
てもよい。
The 60b does not necessarily need to be rotated integrally with the stirring shaft 30, and may have any structure as long as it allows the stirring shaft 30 to rotate in the gripped state. Further, as a means for raising and lowering the chuck mechanisms 608 and 60b, a rotating screw is provided on the fixed frame 23.24, and the lifting frames 52a and 52b are screwed onto the rotating screw, so that the lifting frames 52a and 52b are raised and lowered by rotation of the rotating screw. Alternatively, the chuck mechanisms 60a, 60b may be raised and lowered by using the chuck mechanism 60a, 60b.

(発明の効果) 上記のよ)に本発明は、装置本体に設けたり一ダの下部
に攪拌軸の回転ならびに昇降の各駆動装置を設けたこと
により、装置全体の重心を低くして安定性を向上でき、
かつ、メンテナンスが容易で安全に作業できる。しかも
、リーダの上方大部分の構造を簡素化しうるとともに、
従来のような中間軸受が不要となり、軽量化ならびに設
備費の低廉化が可能となる。また、リーダの高さおよび
攪拌軸の全長を大きくして改良深度を深くできる。
(Effects of the Invention) As described above, the present invention provides drive devices for rotating the stirring shaft and for lifting and lowering the stirring shaft, thereby lowering the center of gravity of the entire device and increasing its stability. can improve
Moreover, maintenance is easy and work is safe. Moreover, the structure of the upper part of the reader can be simplified, and
There is no need for a conventional intermediate bearing, making it possible to reduce weight and equipment costs. Furthermore, the depth of improvement can be deepened by increasing the height of the leader and the total length of the stirring shaft.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の実施例を示す全体側面図、第2図はそ
の正面図、第3図は攪拌軸の回転ならびに昇降駆動装置
の詳細図、第4図は第3図のIV−■線断面図、第5図
は第4図のv−v線断面図、第6図(a)〜(e)は攪
拌軸の下降工程を示す説明図、第7図および第8図は従
来例を示す第1図および第2図相当図である。 10・・・vt装置本体20・・・リーダ、23.24
・・・固定フレーム、30・・・攪拌軸、34・・・改
良材供給通路、35・・・吐出口、36・・・攪拌翼、
37・・・チレック係合溝、40・・・回転駆動装置、
50・・・昇降駆動装置、51a、51b・・・昇降用
油圧シリンダ、52a、52b・・・昇降枠、60a、
60b・・・チャック機構、61・・・回転筒体、65
・・・チルツク用油圧シ゛リンダ、67・・・チャック
爪。
Fig. 1 is an overall side view showing an embodiment of the present invention, Fig. 2 is a front view thereof, Fig. 3 is a detailed view of the rotation of the stirring shaft and the elevating drive device, and Fig. 4 is IV-■ of Fig. 3. 5 is a sectional view taken along line v-v in FIG. 4, FIGS. 6(a) to 6(e) are explanatory diagrams showing the lowering process of the stirring shaft, and FIGS. 7 and 8 are conventional examples. FIG. 1 is a diagram corresponding to FIG. 1 and FIG. 10...VT device main body 20...Reader, 23.24
... Fixed frame, 30... Stirring shaft, 34... Improved material supply passage, 35... Discharge port, 36... Stirring blade,
37... Chirek engagement groove, 40... Rotation drive device,
50... Lifting drive device, 51a, 51b... Hydraulic cylinder for lifting, 52a, 52b... Lifting frame, 60a,
60b...Chuck mechanism, 61...Rotating cylinder body, 65
...Hydraulic cylinder for tilt, 67...Chuck jaw.

Claims (1)

【特許請求の範囲】[Claims] 1、装置本体に立設されたリーダに、先端に攪拌翼を有
する攪拌軸を回転ならびに昇降自在に支持させ、上記リ
ーダの下部に、攪拌軸の昇降を許容しつつ攪拌軸に回転
トルクを伝達する回転駆動装置と、攪拌軸を交互に把持
しかつその把持状態で攪拌軸の回転を許容しつつ攪拌軸
に昇降力を伝達する上下二組のチャック機構と、上下の
チャック機構を所定のストロークで相反する方向に昇降
させる昇降駆動装置とを装備してなることを特徴とする
軟弱地盤改良装置。
1. A leader installed in the main body of the device supports a stirring shaft having a stirring blade at the tip so that it can rotate and be moved up and down, and the lower part of the leader transmits rotational torque to the stirring shaft while allowing the stirring shaft to move up and down. a rotation drive device that grips the stirring shaft alternately and transmits lifting force to the stirring shaft while allowing the stirring shaft to rotate in the gripped state; A soft ground improvement device characterized by being equipped with a lifting drive device that moves up and down in opposite directions.
JP3482285A 1985-02-22 1985-02-22 Soft ground improving device Granted JPS61196015A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3482285A JPS61196015A (en) 1985-02-22 1985-02-22 Soft ground improving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3482285A JPS61196015A (en) 1985-02-22 1985-02-22 Soft ground improving device

Publications (2)

Publication Number Publication Date
JPS61196015A true JPS61196015A (en) 1986-08-30
JPH0468406B2 JPH0468406B2 (en) 1992-11-02

Family

ID=12424887

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3482285A Granted JPS61196015A (en) 1985-02-22 1985-02-22 Soft ground improving device

Country Status (1)

Country Link
JP (1) JPS61196015A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1741836A1 (en) * 2005-06-28 2007-01-10 SOILMEC S.p.A. Equipment and method mixing in loco for the formation of diaphragms

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1741836A1 (en) * 2005-06-28 2007-01-10 SOILMEC S.p.A. Equipment and method mixing in loco for the formation of diaphragms

Also Published As

Publication number Publication date
JPH0468406B2 (en) 1992-11-02

Similar Documents

Publication Publication Date Title
US6113315A (en) Recoverable system for mooring mobile offshore drilling units
US5794723A (en) Drilling rig
NL1009277C2 (en) Method and device for accurately placing relatively heavy objects on and removing heavy objects from the seabed.
AU2012290211B2 (en) Method and apparatus for forcing a pipeline into or out of a borehole
CN108265708B (en) Piling equipment
US6814167B2 (en) Boring device and boring method
US4537533A (en) Installation and levelling of subsea templates
EP2527584A2 (en) Rod-mounting apparatus for a drilling apparatus
CN110952552A (en) Large-diameter PHC precast tubular pile construction method and pile driver for implementing same
CA2720430A1 (en) Underwater drilling arrangement and method for introducing a tubular foundation element into the bed of a body of water
WO1984004778A1 (en) Vertical hole-boring machine
KR101594062B1 (en) Activity mode changeable drilling rig and drilling structure with the same
JPS61196015A (en) Soft ground improving device
CN1533464A (en) Drilling device for earth drill
CN208578032U (en) Stake construction equipment
CN110344413B (en) Piling equipment and piling method thereof
US4509883A (en) Rig piling clamp apparatus
JP2813144B2 (en) Rod steady rest device for construction machine
JP7057994B2 (en) Construction method of soil cement pile
WO2009157776A1 (en) Method for anchoring of a mooring line
CN106593334B (en) Self-submersible underwater core drilling sampling device
KR101750823B1 (en) a pipe delivery device and a drill ship including the same
CN210439288U (en) Piling equipment
CN221256664U (en) Floating box platform type water mud tapping device
JP3520393B2 (en) Stirring shaft chuck device and ground improvement device for ground improvement device

Legal Events

Date Code Title Description
S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

LAPS Cancellation because of no payment of annual fees