Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS5812415B2 - Improvement equipment for deep soft ground - Google Patents
[go: Go Back, main page]

JPS5812415B2 - Improvement equipment for deep soft ground - Google Patents

Improvement equipment for deep soft ground

Info

Publication number
JPS5812415B2
JPS5812415B2 JP4359276A JP4359276A JPS5812415B2 JP S5812415 B2 JPS5812415 B2 JP S5812415B2 JP 4359276 A JP4359276 A JP 4359276A JP 4359276 A JP4359276 A JP 4359276A JP S5812415 B2 JPS5812415 B2 JP S5812415B2
Authority
JP
Japan
Prior art keywords
treatment agent
soft ground
work boat
improvement treatment
ground
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.)
Expired
Application number
JP4359276A
Other languages
Japanese (ja)
Other versions
JPS52126915A (en
Inventor
原田耕一
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP4359276A priority Critical patent/JPS5812415B2/en
Publication of JPS52126915A publication Critical patent/JPS52126915A/en
Publication of JPS5812415B2 publication Critical patent/JPS5812415B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】 本発明は深層軟弱地盤に地盤改良剤を注入する地盤改良
装置に係るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a ground improvement device for injecting a ground improvement agent into deep soft ground.

第1図は従来方式による軟弱地盤改良装置の一例を示す
もので、作業船a上に立設された櫓bに沿って、先端に
攪拌翼C及び地盤改良処理剤箸入口dを有する地盤改良
部材eが、夫々ウインチに接続された吊上用ワイヤロー
プf及び昇降用ワイヤロープgを介して昇降自在に支持
されており、前記改良部材eは海中Aより軟弱地盤Bに
挿入され、攪拌翼Cで同地盤Bを攪拌するとともに、地
盤改良処理剤を投入ホツバhより投入して軟弱地盤B内
に噴射し、同地盤Bを改良している。
Figure 1 shows an example of a conventional soft ground improvement device, which has a stirring blade C and a ground improvement treatment agent inlet d at the tip along a tower b erected on a work boat a. A member e is supported so as to be able to rise and fall freely via a lifting wire rope f and a lifting wire rope g connected to a winch, respectively, and the improved member e is inserted into soft ground B from underwater A, and is attached to a stirring blade. The ground B is stirred at C, and a soil improvement treatment agent is injected into the soft ground B from the input pot h, thereby improving the same ground B.

しかしながらこの種のものにあっては、改良部材eの
先端に攪拌翼Cが固着されているので、深海においては
駆動軸が長尺化し、構造上危険であり、また犬馬力の駆
動装置が必要となり、また深海作業では櫓bの高さが極
度に高くなり、作業船a自体の大型化が避けられないの
で、この点を改良するため、第2図に示すような方式が
提案されている。
However, in this type of product, since the stirring blade C is fixed to the tip of the improved member e, the drive shaft becomes long in deep sea, which is structurally dangerous, and requires a dog-horsepower drive device. In addition, in deep-sea work, the height of the turret b becomes extremely high, making it unavoidable to increase the size of the work boat a itself.In order to improve this point, the system shown in Figure 2 has been proposed. .

即ち第2図に示す方式においては、地盤改良本体iは地
盤改良処理剤蓄積室jと動力部内蔵部kと攪拌翼lとを
具え、作業船a上よりワイヤロープmで懸吊され、自重
で軟弱地盤Bに挿入されるようになっているが、前記蓄
積室j、動力部内蔵部kを具えているので装置が大型化
し、また前記蓄積室jの容量に制限があるので連続施工
が不可能であり、自重による沈下を意図するため装置の
重量が過大になり、まだワイヤロープmによる吊込のた
め鉛直性が不確実である。
That is, in the method shown in Fig. 2, a soil improvement main body i includes a soil improvement treatment agent storage chamber j, a built-in power section k, and an agitating blade l, and is suspended by a wire rope m from a work boat a. However, since it is equipped with the storage chamber j and the built-in power section k, the device becomes larger, and the capacity of the storage chamber j is limited, so continuous construction is not possible. This is not possible, and since the device is intended to sink due to its own weight, the weight of the device becomes excessive, and the verticality is uncertain because it is still suspended by a wire rope m.

更に前記従来の各方式によって、大規模で広域の地盤改
良工事を行う場合、作業船を頻繁に移動しなくてはなら
ず、而も前記方式によって構築された改良地盤の継目が
ずれ、信頼度の高い施工が行なわれない憾みがあった。
Furthermore, when carrying out large-scale, wide-area ground improvement work using each of the above-mentioned conventional methods, the work boat must be moved frequently, and the joints of the improved ground constructed using the above-mentioned methods may become misaligned, resulting in poor reliability. There was a sense of regret that high-quality construction work was not carried out.

本発明はこのような実情に鑑みて提案されたものであっ
て、作業船上の案内部材の案内部材に沿って水平移動す
る移動櫓、同移動櫓に昇降自在に装架した地盤改良処理
剤打設部材、および作業船に付設ざれた案内滑車によっ
て案内され前記地盤改良処理剤打設部材の下部に繋着さ
れた牽引索よりなる牽引装置を具備したことに特徴を有
する深層軟弱地盤の改良装置に係り、その目的とする処
は、広域深層軟弱地盤の改良が連続して行なわれ、作業
能率が優れ信頼度の高い施工装置を供する点にある。
The present invention has been proposed in view of the above circumstances, and includes a movable turret that moves horizontally along a guide member on a work boat, and a ground improvement treatment agent installed on the movable turret so as to be able to rise and fall. A device for improving deep soft ground, characterized in that it is equipped with a traction device consisting of a construction member and a towing cable guided by a guide pulley attached to a work boat and connected to the lower part of the soil improvement treatment agent casting member. The purpose of this is to continuously improve the wide-area deep soft ground, and to provide construction equipment with excellent work efficiency and high reliability.

本発明は前記のように構成されているので、作業船上の
案内部材に沿って移動する移動櫓から、同移動櫓に昇降
自在に装架した地盤改良処理剤打設部材を水中軟弱地盤
に降下し、同打設部材より地盤改良処理剤を供給して軟
弱地盤を改良し、一次いでこれと隣接する軟弱地盤を改
良するのに当り、作業船を移動させることなく、作業船
に付設された牽引装置の牽引索によって前記打設部材を
作業船上の案内レールに沿って水平移動する移動櫓とと
もに次の作業点まで水平移動させたのち前記の地盤改良
作業を反覆し、軟弱地盤に継目なく連続した改良地盤を
施工しうるものであり、以下同様の工程を反覆すること
によって広域に亘る深層軟弱地盤に、作業船をあまり頻
繁に移動させることなく、連続した無継目の、安定した
改良地盤を連続作業で効率よく施工しうるものである。
Since the present invention is configured as described above, from the movable turret that moves along the guide member on the work boat, the ground improvement treatment agent casting member, which is mounted on the movable turret so that it can be raised and lowered, is lowered onto the soft ground underwater. In order to improve the soft ground by supplying the soil improvement treatment agent from the same pouring member, and then to improve the adjacent soft ground, the soil improvement treatment agent was attached to the workboat without moving the workboat. After the casting member is horizontally moved along the guide rail on the work boat to the next work point by the towing cable of the towing device, the above-mentioned ground improvement work is repeated to seamlessly continue on the soft ground. By repeating the same process, it is possible to construct continuous, seamless, and stable improved ground in deep soft ground over a wide area without having to move the work boat too frequently. It can be constructed efficiently by continuous work.

而して前記したように、地盤改良処理剤打設部材を牽引
して、移動櫓とともに水平移動させる場合、前記作業船
はアンカによって停船され、かつ牽引索は案内滑車によ
って前記打設部材とともに移動櫓を牽引し易く案内され
ているので、粘性抵抗の大きい軟弱地盤内を前記打設部
材が支障なく牽引ねれかつ移動櫓もそれに追従して移動
しうるものである。
As described above, when the soil improvement treatment agent casting member is towed and moved horizontally together with the movable turret, the work boat is stopped by the anchor, and the tow cable is moved together with the casting member by the guide pulley. Since the turret is guided so that it can be easily towed, the driving member can be pulled without any trouble in soft ground with high viscous resistance, and the movable turret can also move accordingly.

以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

第3図において、1はアンカ2若しくはスパンドを介し
て所定海域に繋留された作業船で、同作業船1上には水
底支持層Cに固定されるように、先端に掘削部材3を有
する反力支持部材としての固定用パイプ4が、作業船1
上の固定櫓5に昇降可能なように装架されている。
In Fig. 3, reference numeral 1 denotes a work boat moored in a predetermined sea area via an anchor 2 or a spand, and on the work boat 1 is a reel with a drilling member 3 at its tip so as to be fixed to the underwater support layer C. The fixing pipe 4 as a force supporting member is attached to the work boat 1.
It is mounted on the upper fixed tower 5 so that it can be raised and lowered.

前記作業船1上に敷設された、前記案内部材を構成する
案内レール6上には、移動櫓7が移動自在に装架され、
同移動櫓7には地盤改良処理剤打設部材8が昇降自在に
装架され、且つ同部材8の駆動装置及び同部材8のクラ
ンプ装置並に押込みジャッキが内蔵されている。
A movable turret 7 is movably mounted on a guide rail 6 which is laid on the work boat 1 and constitutes the guide member,
A ground improvement treatment agent casting member 8 is mounted on the movable tower 7 so as to be movable up and down, and a driving device for the member 8, a clamping device for the member 8, and a push jack are built-in.

なお前記地盤改良処理剤打設部材8はパイプより構成さ
れ、パイプの表面には同処理剤の噴出ノズル9が設けら
れ、先端には掘削部材10が装着されている。
The ground improvement treatment agent casting member 8 is composed of a pipe, and a nozzle 9 for spraying the treatment agent is provided on the surface of the pipe, and an excavation member 10 is attached to the tip.

また前記打設部材8には、攪拌翼11及び上下駆動装置
12を有する地盤改良処理剤の攪拌装置13が可摺動的
に装架されていて、水中に降下された前記打設部材8よ
り地盤改良処理剤を軟弱地盤内に噴射するとともに、前
記攪拌装置13を前記打設部材8に沿って昇降させ、軟
弱地盤内の地盤改良処理剤を攪拌して、同軟弱地盤を改
良するようになっている。
Further, a stirring device 13 for a soil improvement treatment agent having a stirring blade 11 and a vertical drive device 12 is slidably mounted on the casting member 8, and the stirring device 13 for the soil improvement treatment agent has a stirring blade 11 and a vertical drive device 12. The soil improvement treatment agent is injected into the soft ground, and the stirring device 13 is moved up and down along the pouring member 8 to stir the soil improvement treatment agent in the soft ground to improve the soft ground. It has become.

なお前記攪拌装置13の詳細は昭和52年特許公開第1
16604号公報に詳述されている。
The details of the stirring device 13 are disclosed in Patent Publication No. 1 in 1978.
It is detailed in the 16604 publication.

図中14は前記打設部材8の吊込み用、その他に使用さ
れるクレン装置、15は地盤改良処理剤備蓄兼供給御制
室である。
In the figure, 14 is a cleaning device used for suspending the casting member 8 and for other purposes, and 15 is a ground improvement treatment agent storage and supply control room.

前記固定用パイプ4には、地盤改良深度に対応してその
取付高低位置の調整できるように案内滑車16が装着さ
れ、一端を前記打設部材8の下部に繋着された牽引索1
7が、前記パイプ4の上部に装着された案内滑車18を
経由して、作業船1上のウインチ19に捲装されており
、同ウインチ19と前記牽引索17並に前記各滑車16
.18が前記牽引装置を構成している。
A guide pulley 16 is attached to the fixing pipe 4 so that its mounting height can be adjusted in accordance with the depth of soil improvement, and a tow rope 1 is connected at one end to the lower part of the casting member 8.
7 is wrapped around a winch 19 on the work boat 1 via a guide pulley 18 attached to the upper part of the pipe 4, and the winch 19, the tow rope 17, and each pulley 16
.. 18 constitutes the traction device.

なお前記打設部材8は作業船1の移動時に少しく引上げ
られた状態で目的の地点まで移動し、それから再び降下
させればよいので、櫓を高くする必要がない。
Incidentally, when the work boat 1 is moved, the pouring member 8 can be moved to the target point in a slightly raised state and then lowered again, so there is no need to raise the tower.

施工に際しては前記支持パイプ4を降下して支持層Cに
固定しておき、移動櫓7より地盤改良処理剤打設部材8
を、その先端が軟弱地盤Bの所要深度に達するまで降下
させ、同打設部材8より地盤改良処理剤を噴出させると
ともに、同部材8に沿って前記攪拌装置13を上下して
攪拌させながら、前記牽引索17をウインチ19によっ
て牽引し、前記打設部材8を移動櫓7とともに、固定パ
イプ4に反力をとりながら目的の地点まで水平移動させ
、以下同様な操作を反覆し、広域に亘っての連続地盤改
良を行うものである。
During construction, the support pipe 4 is lowered and fixed to the support layer C, and the soil improvement treatment agent casting member 8 is moved from the movable tower 7.
is lowered until its tip reaches the required depth of the soft ground B, and the soil improvement treatment agent is ejected from the pouring member 8, and the stirring device 13 is moved up and down along the member 8 to stir it, The towing cable 17 is pulled by the winch 19, and the casting member 8 is horizontally moved along with the movable tower 7 to the target point while taking a reaction force to the fixed pipe 4, and the same operation is repeated thereafter to cover a wide area. The purpose of this project is to carry out continuous ground improvement.

第4図は他の実施例を示し、反力支持部材として、前記
固定パイプ4の代りに、作業船1に剛に取付けられた案
内滑車20を使用し、地盤改良処理剤打設部材8に繋着
した牽引索17を、直接前記案内滑車20を経由させて
作業船1上のウインチ19に捲装している。
FIG. 4 shows another embodiment, in which a guide pulley 20 rigidly attached to the work boat 1 is used as a reaction force supporting member in place of the fixed pipe 4, and a ground improvement treatment agent casting member 8 is used as a reaction force supporting member. The tied tow rope 17 is directly passed through the guide pulley 20 and wrapped around a winch 19 on the work boat 1.

なお前記打設部材8は地盤改良処理剤噴出ノズル9及び
攪拌翼21を具え、移動櫓7には前記打設部材8のクラ
ンプ装置及び押込みジャッキ並に回転駆動装置が内蔵さ
れている。
The casting member 8 is equipped with a soil improvement treatment agent spray nozzle 9 and a stirring blade 21, and the movable tower 7 has a built-in clamping device and a push jack for the casting member 8, as well as a rotary drive device.

図示の装置による地盤改良作業は前記実施例と同様にし
て行なわれるので、説明を省略する。
The ground improvement work using the illustrated device is carried out in the same manner as in the previous embodiment, so a description thereof will be omitted.

図中前記実施例と均等部分には同一符号が附されている
In the figure, parts equivalent to those of the above embodiment are given the same reference numerals.

以上本発明を実施例について説明したが、勿論本発明は
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種種の設計を改変を施し
うるものである。
Although the present invention has been described above with reference to embodiments, it goes without saying that the present invention is not limited to such embodiments, and that various designs can be modified without departing from the spirit of the present invention. .

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

第1図及び第2図は夫々従来の深層軟弱地盤の改良装置
を示す正面図、第3図及び第4図は夫々本発明に係る深
層軟弱地盤の改良装置の各実施例による作業状況を示す
正面図である。 1……作業船、6……案内レール、7……移動櫓、8…
…地盤改良処理剤打設部材、16……案内滑車、17…
…牽引索、18……案内滑車、19……ウインチ、20
……案内滑車。
FIGS. 1 and 2 are front views showing conventional deep soft ground improvement equipment, respectively, and FIGS. 3 and 4 show working conditions of each embodiment of the deep soft ground improvement equipment according to the present invention, respectively. It is a front view. 1... Work boat, 6... Guide rail, 7... Mobile tower, 8...
...Soil improvement treatment agent casting member, 16...Guide pulley, 17...
...Tow cable, 18...Guide pulley, 19...Winch, 20
...Guiding pulley.

Claims (1)

【特許請求の範囲】[Claims] 1 作業船の案内部材に沿って永平移動する移動櫓に昇
降自在に装架した地盤改良処理剤打設部材、および作業
船に付設された案内滑車によつて案内され前記地盤改良
処理剤打設部材の下部に繋着された牽引索よりなる牽引
装置を具備したことに特徴を有する深層軟弱地盤の改良
装置。
1. A soil improvement treatment agent casting member mounted on a movable turret that moves vertically along the guide member of the work boat so that it can be raised and lowered, and a guide pulley attached to the work boat to guide the soil improvement treatment agent pouring member. A device for improving deep soft ground characterized by being equipped with a traction device consisting of a traction cable connected to the lower part of an installation member.
JP4359276A 1976-04-19 1976-04-19 Improvement equipment for deep soft ground Expired JPS5812415B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4359276A JPS5812415B2 (en) 1976-04-19 1976-04-19 Improvement equipment for deep soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4359276A JPS5812415B2 (en) 1976-04-19 1976-04-19 Improvement equipment for deep soft ground

Publications (2)

Publication Number Publication Date
JPS52126915A JPS52126915A (en) 1977-10-25
JPS5812415B2 true JPS5812415B2 (en) 1983-03-08

Family

ID=12668055

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4359276A Expired JPS5812415B2 (en) 1976-04-19 1976-04-19 Improvement equipment for deep soft ground

Country Status (1)

Country Link
JP (1) JPS5812415B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5781520A (en) * 1980-11-08 1982-05-21 Fudo Constr Co Ltd Improver for soft ground

Also Published As

Publication number Publication date
JPS52126915A (en) 1977-10-25

Similar Documents

Publication Publication Date Title
US4643614A (en) Method and apparatus for the installation of a hose between a platform and a submerged buoy
CN106759331B (en) Overwater piling device
US3851770A (en) Pivoted well drilling mast and separate tower
CN112878330A (en) Precast pile sinking equipment and construction method thereof
GB1478165A (en) Method and apparatus for connecting an offshore wellhead to a gathering platform
GB1452229A (en) Pipe racking system
CN108374428A (en) Jacket foundation construction device and installation method
GB2619996A (en) Construction method for corrugated pipe to pass through pipeline by means of rail sliders in small underground space
US5707174A (en) Underwater cable burial machine using a single cable for towing and lifting
US3378086A (en) Stationary overwater platform
US4045969A (en) Submergible pile driving method and apparatus for continuous operation
EP0078563B1 (en) Method for suctioning submerged bottom material and a system for carrying out said method
JPS5812415B2 (en) Improvement equipment for deep soft ground
CN214832698U (en) Precast pile sinking equipment
JPS5812409B2 (en) Basic equipment for boring platform
JPS5812416B2 (en) Improvement equipment for deep soft ground
JPH01131722A (en) Pile driver capable of being dived and positioning device for said device
JP2736008B2 (en) Ground improvement machine and method of using the same
CN210791548U (en) Intelligent concrete cutting trolley
GB2064624A (en) Apparatus for Performing Work Under Water
JP2541897B2 (en) Installation method of shallow water bowling turret and its turret device
USRE29364E (en) Method of submarine pipe laying
CN112609683A (en) Pipe drawing machine for construction in underground narrow space and construction method
CN206679195U (en) Deep-layer stirring ship processor overturns inspection platform
CN216950244U (en) Multifunctional horizontal directional drilling machine