JP2015068068A - Underwater excavation machine and underwater excavation method - Google Patents

Underwater excavation machine and underwater excavation method Download PDF

Info

Publication number
JP2015068068A
JP2015068068A JP2013203771A JP2013203771A JP2015068068A JP 2015068068 A JP2015068068 A JP 2015068068A JP 2013203771 A JP2013203771 A JP 2013203771A JP 2013203771 A JP2013203771 A JP 2013203771A JP 2015068068 A JP2015068068 A JP 2015068068A
Authority
JP
Japan
Prior art keywords
casing
shaft
underwater
ground
excavation work
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
JP2013203771A
Other languages
Japanese (ja)
Other versions
JP5952793B2 (en
Inventor
石田 一
Hajime Ishida
一 石田
貴明 北原
Takaaki Kitahara
貴明 北原
八生 太田
Yayoi Ota
八生 太田
敏男 田中
Toshio Tanaka
敏男 田中
義博 八重田
Yoshihiro Yaeda
義博 八重田
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.)
Taisei Corp
Sanwa Kizai Co Ltd
Aktio Corp
Original Assignee
Taisei Corp
Sanwa Kizai Co Ltd
Aktio Corp
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 Taisei Corp, Sanwa Kizai Co Ltd, Aktio Corp filed Critical Taisei Corp
Priority to JP2013203771A priority Critical patent/JP5952793B2/en
Publication of JP2015068068A publication Critical patent/JP2015068068A/en
Application granted granted Critical
Publication of JP5952793B2 publication Critical patent/JP5952793B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Earth Drilling (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a sufficient insertion of a shaft for supporting an underwater work part with a bucket into the ground (through the water bottom) and achieve a stable support.SOLUTION: An underwater excavation machine is configured so as to excavate around a shaft 3 with the upper part of the shaft 3 supported by a shaft support device 4 of a work ship 1 and the lower part of the shaft 3 supported by the ground G. Under the shaft 3, there is provided a cylindrical casing 11 that has an excavation blade 12 and is rotationally driven so that it projects downward for a predetermined length from the lower end of the shaft 3. By keeping the ground G surface within the casing 11, the underwater excavation machine excavates the ground around the lower end peripheral edge of the casing 11 to a predetermined depth and maintains the lower part of the shaft 3 in an anchored state.

Description

本発明は、水中掘削作業機および水中掘削作業方法に係るものである。   The present invention relates to an underwater excavation work machine and an underwater excavation work method.

従来、作業船のシャフト支持装置により上部が支持されたシャフトを下降させ、シャフトの下部に設けたギザギザ状の歯を、地盤(水底)に食い込ませて、シャフトの下部を固定状態に保持し、この状態で、シャフトに設けたショベル等の水中作業部によりシャフトの周囲を掘削し、周囲の掘削終了後にシャフトを所定高さ引き上げ、次に、作業船を移動させて掘削作業を反復して行う作業方法は、公知である(特許文献1)。   Conventionally, the shaft whose upper part is supported by the shaft support device of the work ship is lowered, the jagged teeth provided at the lower part of the shaft are bitten into the ground (water bottom), and the lower part of the shaft is held in a fixed state. In this state, the periphery of the shaft is excavated by an underwater working unit such as an excavator provided on the shaft, the shaft is raised to a predetermined height after the surrounding excavation is completed, and then the excavation operation is repeated by moving the work ship. The working method is known (Patent Document 1).

特開2012−62738号公報JP 2012-62738 A

前記公知例は、単に、歯を上方から地盤に押し付けて食い込ませるので、硬い地盤では食い込みが十分でなく、シャフトの下端の位置がずれるおそれがあるという課題がある。
また、シャフトの下端の支持が十分でないことで、シャフトが傾斜することもあるという課題がある。
本願は、シャフトの下部固定機構の構成を工夫し、シャフトの支持強度を向上させ、水中掘削作業の作業効率の向上を図ったものである。
In the known example, the teeth are simply pressed against the ground from above, so that the hard ground does not sufficiently bite, and there is a problem that the position of the lower end of the shaft may shift.
Further, there is a problem that the shaft may be inclined due to insufficient support of the lower end of the shaft.
In the present application, the structure of the lower fixing mechanism of the shaft is devised, the support strength of the shaft is improved, and the work efficiency of the underwater excavation work is improved.

請求項1の発明は、シャフト3の上部を作業船1のシャフト支持装置4により支持し、シャフト3の下部を水中の地盤Gに支持させた状態で、水中作業部7によりシャフト3の周囲を掘削する構成とし、前記シャフト3の下部に、掘削刃12を有して駆動回転する円筒状のケーシング11を、シャフト3の下端より下方に所定長さ突出させて設け、もって、ケーシング11内に地盤Gを残したまま該ケーシング11下端周縁を所定深さまで掘削して、シャフト3の下部を固定状態に保持する水中掘削作業機としたものである。
請求項1の発明は、前記シャフト3内には内側フレーム21を固定状態に設け、該内側フレーム21内に前記ケーシング11を回転自在に設け、前記内側フレーム21の上部には前記ケーシング11を回転させる駆動モータ19を設け、前記シャフト3より下方のケーシング11の外周面に、ケーシング11の外周周縁の土砂を上方に送る排土用部材25を螺旋状に設け、前記ケーシング11の下端から所定間隔をおいた上方に、放射方向に突出する当接体26を設け、前記ケーシング11内には、該ケーシング11の軸心方向に移動する移動体32と該移動体32を移動させるアクチュエータ31を有し、ケーシング11の内部に残存する土塊を排出する残存物排出機構30を設け、前記移動体32は当接体26より上方のケーシング11内に位置する格納位置とケーシング11の下端より所定長さ下方に突出する突出位置との間往復移動するように構成した水中掘削作業機としたものである。
請求項3の発明は、前記シャフト3内には内側フレーム21を固定状態に設け、該内側フレーム21内に前記ケーシング11を回転自在に設け、前記内側フレーム21の上部には前記ケーシング11を回転させる駆動モータ19を設けた水中掘削作業機としたものである。
請求項4の発明は、前記シャフト3より下方のケーシング11の外周面に、ケーシング11の外周周縁の土砂を上方に送る排土用部材25を螺旋状に設けた水中掘削作業機としたものである。
請求項5の発明は、前記ケーシング11の下端から所定間隔をおいた上方に、放射方向に突出する当接体26を設けた水中掘削作業機としたものである。
請求項6の発明は、前記ケーシング11内には、該ケーシング11の軸心方向に移動する移動体32と該移動体32を移動させるアクチュエータ31を有し、ケーシング11の内部に残存する土塊を排出する残存物排出機構30を設けた水中掘削作業機としたものである。
請求項7の発明は、前記移動体32は当接体26より上方のケーシング11内に位置する格納位置とケーシング11の下端より所定長さ下方に突出する突出位置との間往復移動するように構成した水中掘削作業機としたものである。
請求項8の発明は、作業船1のシャフト支持装置4により上部が支持されたシャフト3を下降させ、シャフト3の下部を支持する下部固定機構10のケーシング11を駆動回転させ、ケーシング11はケーシング11内に地盤Gを残したまま該ケーシング11の下端周縁を所定深さまで掘削して、シャフト3の下部を固定状態に保持し、この状態で、シャフト3の水中作業部7によりシャフト3の周囲を掘削し、周囲の掘削終了後にシャフト3を所定高さ引き上げ、ケーシング11内に設けた残存物排出機構30の移動体32をアクチュエータ31により下降させてケーシング11の内部に残存する土塊を排出し、移動体32をケーシング11内に格納後、作業船1を移動させて前記掘削作業を反復する水中掘削作業方法としたものである。
In the first aspect of the invention, the shaft 3 is supported by the shaft support device 4 of the work boat 1, and the lower part of the shaft 3 is supported by the ground G underwater. A cylindrical casing 11 that has a digging blade 12 and is driven and rotated is provided below the shaft 3 so as to protrude below the lower end of the shaft 3 by a predetermined length. While the ground G remains, the lower end periphery of the casing 11 is excavated to a predetermined depth, and the underwater excavation work machine is configured to hold the lower portion of the shaft 3 in a fixed state.
According to the first aspect of the present invention, the inner frame 21 is fixed in the shaft 3, the casing 11 is rotatably provided in the inner frame 21, and the casing 11 is rotated on the upper portion of the inner frame 21. A drive motor 19 is provided, and on the outer peripheral surface of the casing 11 below the shaft 3, a soil discharging member 25 that sends the earth and sand on the outer peripheral edge of the casing 11 upward is provided in a spiral shape, and a predetermined interval from the lower end of the casing 11 is provided. An abutting body 26 projecting in the radial direction is provided above the cover 11, and a moving body 32 that moves in the axial direction of the casing 11 and an actuator 31 that moves the moving body 32 are provided in the casing 11. In addition, there is provided a residue discharge mechanism 30 that discharges the lump remaining in the casing 11, and the movable body 32 is positioned above the contact body 26. It is obtained by a structure underwater excavation work machine so as to reciprocate between a protruding position protruding downward a predetermined length from the lower end of the storage position and the casing 11 positioned.
According to a third aspect of the present invention, the inner frame 21 is fixed in the shaft 3, the casing 11 is rotatably provided in the inner frame 21, and the casing 11 is rotated on the upper portion of the inner frame 21. This is an underwater excavating work machine provided with a drive motor 19 to be driven.
The invention of claim 4 is an underwater excavating work machine in which a soil discharging member 25 for sending the earth and sand on the outer peripheral edge of the casing 11 upward is spirally provided on the outer peripheral surface of the casing 11 below the shaft 3. is there.
The invention of claim 5 is an underwater excavation work machine provided with an abutting body 26 projecting in a radial direction above a predetermined interval from the lower end of the casing 11.
The invention of claim 6 includes a moving body 32 that moves in the axial direction of the casing 11 and an actuator 31 that moves the moving body 32 in the casing 11, and the earth lump remaining in the casing 11 is removed. This is an underwater excavating work machine provided with a residual material discharging mechanism 30 for discharging.
According to a seventh aspect of the present invention, the movable body 32 reciprocates between a retracted position located in the casing 11 above the contact body 26 and a projecting position projecting downward by a predetermined length from the lower end of the casing 11. This is an underwater excavating machine constructed.
According to the eighth aspect of the present invention, the shaft 3 whose upper part is supported by the shaft support device 4 of the work boat 1 is lowered, and the casing 11 of the lower fixing mechanism 10 that supports the lower part of the shaft 3 is driven to rotate. The bottom edge of the casing 11 is excavated to a predetermined depth while leaving the ground G in the base 11, and the lower portion of the shaft 3 is held in a fixed state. In this state, the underwater working section 7 of the shaft 3 surrounds the shaft 3. After the excavation of the surroundings, the shaft 3 is pulled up to a predetermined height, and the moving body 32 of the residue discharge mechanism 30 provided in the casing 11 is lowered by the actuator 31 to discharge the clot remaining in the casing 11. The underwater excavation work method is to repeat the excavation work by moving the work boat 1 after storing the moving body 32 in the casing 11.

請求項1および請求項2の発明では、ケーシング11が掘削しながら地盤Gに食い込むので、所定深さまで確実に食い込ませることができ、シャフト3の下部の支持強度を向上させ、安定した状態で水中掘削作業をすることができ、掘削作業効率を向上させることができる。
請求項3の発明では、シャフト3内にケーシング11およびケーシング11の駆動機構を内蔵でき、簡素に構成することができる。
請求項4の発明では、ケーシング11の外周に排土用部材25を設けているので、ケーシング11による掘削しながら地盤Gへの食い込みを円滑にすることができ、その結果、ケーシング11の駆動機構の小型化も図ることができる。
請求項5の発明では、ケーシング11の下部所定位置に当接体26を設けているので、不必要な地盤Gへの食い込みを防止し、ケーシング11の引き抜きを容易にして、水中掘削作業全体の作業効率を向上させることができる。
請求項6の発明では、ケーシング11の内部の残存物を移動体32により排出するので、次工程のケーシング11の掘削しながらの地盤Gへの食い込みを円滑かつ確実行うことができ、ケーシング11による支持状態を確実にすることができる。
請求項7の発明では、移動体32は当接体26より上方の格納位置とケーシング11より下方に突出する突出位置との間移動するので、格納位置ではケーシング11内に地盤Gを残しながら食い込ませることができ、また、ケーシング11より下方に突出する突出位置まで移動するので、ケーシング11内の残存物を確実に排出することができる。
請求項8の発明では、ケーシング11を掘削させながら地盤Gに食い込ませるので、確実に所定深さまで食い込ませることができ、シャフト3の下部の支持強度を向上させ、安定した状態で水中掘削作業をすることができ、掘削作業効率を向上させることができ、しかも、次工程の掘削作業に移行するときにケーシング11の内部の土塊を移動体32により排出するので、ケーシング11の地盤Gへの食い込みを円滑・確実にできる。
In the first and second aspects of the invention, since the casing 11 bites into the ground G while excavating, the casing 11 can be surely bitten to a predetermined depth, and the supporting strength of the lower portion of the shaft 3 can be improved, and the The excavation work can be performed, and the excavation work efficiency can be improved.
According to the third aspect of the present invention, the casing 11 and the drive mechanism of the casing 11 can be built in the shaft 3 and can be simply configured.
In the invention of claim 4, since the earth discharging member 25 is provided on the outer periphery of the casing 11, it is possible to smoothly bite into the ground G while excavating with the casing 11, and as a result, the driving mechanism of the casing 11. The size can be reduced.
In the invention of claim 5, since the abutting body 26 is provided at a predetermined position in the lower part of the casing 11, it is possible to prevent unnecessary biting into the ground G, to easily pull out the casing 11, and to perform the entire underwater excavation work. Work efficiency can be improved.
In the invention of claim 6, since the residue inside the casing 11 is discharged by the moving body 32, it is possible to smoothly and surely bite into the ground G while excavating the casing 11 in the next process. The support state can be ensured.
In the seventh aspect of the invention, the movable body 32 moves between the retracted position above the contact body 26 and the projecting position projecting downward from the casing 11, so that the ground G remains in the casing 11 at the retracted position. Moreover, since it moves to the protrusion position which protrudes below from the casing 11, the residue in the casing 11 can be discharged | emitted reliably.
In the invention of claim 8, the casing 11 is bitten into the ground G while excavating the casing 11, so that the bite can be surely bitten to a predetermined depth, the support strength of the lower portion of the shaft 3 is improved, and the underwater excavation work can be performed stably. In addition, the excavation work efficiency can be improved, and the mass of the inside of the casing 11 is discharged by the moving body 32 when shifting to the next excavation work, so that the casing 11 bites into the ground G. Can be done smoothly and reliably.

水中作業機による作業状態を示す全体図。The whole figure which shows the working state by the underwater working machine. 同一部拡大図。The same part enlarged view. 水中作業機の作業状態図。The work state figure of an underwater work machine. 下部固定機構の一部断面図および底面図。The partial cross section figure and bottom view of a lower fixing mechanism. 残存物排出機構の断面図。Sectional drawing of a residue discharge mechanism. 同拡大図。The enlarged view. 水中作業の工程概略図。The process schematic of underwater work.

本発明の一実施形態を図により説明する。1は水中作業を行う際に水上の所定位置に停泊させている作業船であり、シャフト3の上部を支持するシャフト支持装置4を設ける。シャフト3は後述するバケット6を有する水中作業部7と共に水中作業機2を構成する。   An embodiment of the present invention will be described with reference to the drawings. Reference numeral 1 denotes a work ship that is anchored at a predetermined position on the water when performing underwater work, and a shaft support device 4 that supports an upper portion of the shaft 3 is provided. The shaft 3 constitutes the underwater work machine 2 together with an underwater work unit 7 having a bucket 6 described later.

シャフト3は前記作業船1より地盤Gに至る長さを有していればよく、その構成は任意であるが、軸方向に複数のシャフト構成材5を治具(図示省略)を介して連結して構成する。シャフト構成材5は筒状の部材により構成する。
シャフト3は、シャフト支持装置4により前記作業船1に対して昇降自在に取付ける。
The shaft 3 only needs to have a length from the work boat 1 to the ground G, and the configuration thereof is arbitrary. However, a plurality of shaft constituent members 5 are connected in the axial direction via a jig (not shown). And configure. The shaft constituent material 5 is constituted by a cylindrical member.
The shaft 3 is attached to the work boat 1 by a shaft support device 4 so as to be movable up and down.

シャフト3を昇降させる構成は、任意であるが、例えば、シャフト3の外面には、シャフト3の軸に沿ってラック(図示省略)を設け、該ラックにシャフト支持装置4のピニオンギヤ(図示省略)を噛み合わせ、ピニオンギヤを回転させて、シャフト3を昇降させればよい。
シャフト3の下部には、地盤(水底)Gに所定深さまで食い込ませて、シャフト3の下部を固定状態に保持する下部固定機構10を設ける。
Although the structure which raises / lowers the shaft 3 is arbitrary, for example, a rack (not shown) is provided on the outer surface of the shaft 3 along the axis of the shaft 3, and a pinion gear (not shown) of the shaft support device 4 is provided on the rack. And the pinion gear is rotated to raise and lower the shaft 3.
The lower part of the shaft 3 is provided with a lower fixing mechanism 10 that digs into the ground (water bottom) G to a predetermined depth and holds the lower part of the shaft 3 in a fixed state.

下部固定機構10は、シャフト3内に円筒状のケーシング11を縦軸駆動回転自在に設けて構成する。ケーシング11は下端円周面にビット状あるいは鋸状の掘削刃12を設け、掘削刃12により地盤Gを掘削しながらケーシング11の下端部を地盤Gに所定深さまで食い込ませ、シャフト3の下部を固定状態に保持する。
ケーシング11の上部には取付部15を設け、取付部15は前記シャフト3内に設けた接続継ぎ手16を介して駆動回転軸17の下端にに着脱自在に取付ける。駆動回転軸17の上部は減速機構部18を介して駆動モータ19に取付ける。
The lower fixing mechanism 10 is configured by providing a cylindrical casing 11 in the shaft 3 so as to be rotatable in the vertical axis. The casing 11 is provided with a bit-shaped or saw-shaped excavating blade 12 on the circumferential surface of the lower end, and while excavating the ground G with the excavating blade 12, the lower end of the casing 11 is bitten into the ground G to a predetermined depth, and the lower portion of the shaft 3 is Hold in a fixed state.
An attachment portion 15 is provided on the upper portion of the casing 11, and the attachment portion 15 is detachably attached to the lower end of the drive rotating shaft 17 via a connection joint 16 provided in the shaft 3. The upper part of the drive rotating shaft 17 is attached to the drive motor 19 via the speed reduction mechanism 18.

シャフト3の下部内周には、フランジ状の取付部20を設け、取付部20にはシャフト3内に設けた内側フレーム21の下部を固定する。内側フレーム21は筒部材24をシャフト3の軸心方向に複数連結して構成し、内側フレーム21の上部には前記減速機構部18および駆動モータ19を取付ける。   A flange-shaped mounting portion 20 is provided on the inner periphery of the lower portion of the shaft 3, and the lower portion of the inner frame 21 provided in the shaft 3 is fixed to the mounting portion 20. The inner frame 21 is formed by connecting a plurality of cylindrical members 24 in the axial direction of the shaft 3, and the speed reduction mechanism 18 and the drive motor 19 are attached to the upper part of the inner frame 21.

ケーシング11は、シャフト3の下端より所定長さ下方に突出させ、ケーシング11の下端外周には螺旋状に排土用部材25を設ける。排土用部材25は掘削しながらケーシング11が下降する際にケーシング11の外周周辺の土砂を上方に案内して排土し、ケーシング11の掘削を容易にする。ケーシング11の下端から所定間隔をおいた上方位置には当接体26を着脱自在およびシャフト3の軸方向に移動自在に設ける。当接体26は地盤G上面に当接してそれ以上のケーシング11の掘削下降を停止させる。   The casing 11 protrudes downward by a predetermined length from the lower end of the shaft 3, and a soil discharging member 25 is provided spirally on the outer periphery of the lower end of the casing 11. When the casing 11 descends while excavating, the earth discharging member 25 guides the earth and sand around the outer periphery of the casing 11 upward and discharges the soil, thereby facilitating excavation of the casing 11. A contact body 26 is provided at a position above the lower end of the casing 11 so as to be detachable and movable in the axial direction of the shaft 3. The abutting body 26 abuts on the upper surface of the ground G and stops further excavation and descent of the casing 11.

前記ケーシング11内には、ケーシング11の内部に残存する土塊等の残存物を排出する残存物排出機構30を設ける。残存物排出機構30は、ケーシング11内に設けたアクチュエータ31により移動体32をケーシング11の内部からケーシング11の下端より所定範囲で下方移動させ、ケーシング11の内部に残存する残存物を排出する。   In the casing 11, there is provided a residue discharge mechanism 30 that discharges residues such as a lump remaining in the casing 11. The residue discharge mechanism 30 moves the moving body 32 downward from the lower end of the casing 11 within a predetermined range from the inside of the casing 11 by an actuator 31 provided in the casing 11, and discharges the residue remaining in the casing 11.

本実施形態では、アクチュエータ31はケーシング11内の上部にシリンダ33のシリンダチューブ34を設け、シリンダチューブ34から出入りするシリンダロッド35に前記移動体32を取付け、あるいは、シリンダロッド35自体を移動体32として構成する。36は前記アクチュエータ31のスイベル装置であり、前記駆動回転軸17の外周に配置している。
作業船1のシャフト支持装置4により支持させた状態でシャフト3を下降させ、シャフト3の下部の下部固定機構10のケーシング11が地盤Gに当接すると、ケーシング11の回転により地盤Gを掘削しながら所定深さまで食い込ませて固定状態に保持する。
In this embodiment, the actuator 31 is provided with a cylinder tube 34 of the cylinder 33 in the upper part of the casing 11, and the moving body 32 is attached to the cylinder rod 35 that enters and exits from the cylinder tube 34, or the cylinder rod 35 itself is attached to the moving body 32. Configure as. Reference numeral 36 denotes a swivel device for the actuator 31, which is disposed on the outer periphery of the drive rotating shaft 17.
When the shaft 3 is lowered while being supported by the shaft support device 4 of the work boat 1 and the casing 11 of the lower fixing mechanism 10 below the shaft 3 comes into contact with the ground G, the ground G is excavated by the rotation of the casing 11. However, it is bitten to a predetermined depth and held in a fixed state.

次に、水中作業部7によりシャフト3周辺の水中掘削作業を行い、所定範囲の掘削作業が終了すると、シャフト3を一旦所定高さまで上昇させて、作業船1を移動させて別の箇所にて次工程の掘削作業を行って、この一連の作業を反復する。
このシャフト3の上昇に伴って、ケーシング11を地盤Gから引き抜く際に、ケーシング11内に残存物を残したたまま、次工程の作業開始時にケーシング11を地盤Gに食い込ませると、ケーシング11内に土塊が圧密し、土塊の自重がケーシング11内面積に加わり、ケーシング11による掘進不能状態になることがある。
Next, underwater excavation work around the shaft 3 is performed by the underwater work unit 7 and when the predetermined range of excavation work is completed, the shaft 3 is once raised to a predetermined height, and the work boat 1 is moved to another place. The next process of excavation is performed and this series of operations is repeated.
When the casing 11 is pulled out from the ground G as the shaft 3 rises, if the casing 11 is bitten into the ground G at the start of the next process operation while leaving the residue in the casing 11, In some cases, the soil mass is consolidated, and the weight of the soil mass is added to the inner surface of the casing 11 so that the casing 11 cannot be excavated.

そこで、本願では、ケーシング11内にケーシング11の軸心方向に移動する移動体32と該移動体32を移動させるアクチュエータ31を設けているので、次工程の掘削作業に移行するときに、ケーシング11内に付着あるいは残留している土塊等を残存物排出機構30の移動体32により除去する。
ケーシング11は、前記したように、ケーシング11内に地盤Gが残るように、当接体26が地盤G上面に当接するまで掘削するので、掘削作業中は、移動体32は当接体26より上方のケーシング11内に位置する格納位置とケーシング11の下端より所定長さ下方に突出する突出位置との間、所定回数往復移動するように構成する。
Therefore, in the present application, since the moving body 32 that moves in the axial direction of the casing 11 and the actuator 31 that moves the moving body 32 are provided in the casing 11, the casing 11 is moved to the next excavation operation. The lump or the like adhered or remaining inside is removed by the moving body 32 of the residue discharge mechanism 30.
As described above, the casing 11 excavates until the contact body 26 contacts the upper surface of the ground G so that the ground G remains in the casing 11. It is configured to reciprocate a predetermined number of times between a storage position located in the upper casing 11 and a protruding position protruding downward by a predetermined length from the lower end of the casing 11.

なお、残存物排出機構30の理解を容易にするため、図5〜図7において、ケーシング11内に移動体32を破線で図示しているが、掘削作業中は、移動体32は当接体26より上方の格納位置に位置させる。
水中作業機2は、作業船1とシャフト3と水中作業部7とを備えて構成するが、水中作業部7の構成は任意であり、本実施形態ではアーム40を有する前記バケット6により構成している。42はアーム40の基部を取付支持する支持装置であり、バケット6をシャフト3中心に旋回させられるように、シャフト3に回転自在に取り付け、シャフト3の周囲の掘削を行う。
In order to facilitate understanding of the residue discharge mechanism 30, the moving body 32 is shown in broken lines in the casing 11 in FIGS. 5 to 7, but the moving body 32 is a contact body during excavation work. 26 is positioned at a storage position above 26.
The underwater work machine 2 is configured to include the work boat 1, the shaft 3, and the underwater work unit 7, but the configuration of the underwater work unit 7 is arbitrary. In this embodiment, the underwater work machine 2 is configured by the bucket 6 having the arm 40. ing. Reference numeral 42 denotes a support device that attaches and supports the base of the arm 40. The bucket 6 is rotatably attached to the shaft 3 so that the bucket 6 can be turned around the shaft 3, and excavation around the shaft 3 is performed.

(実施形態の作用)
所定位置に作業船1を移動させ、作業船1のシャフト支持装置4に、任意の手段により複数のシャフト構成材5を連結して、所定長さに形成したシャフト3を装着し、シャフト支持装置4によりシャフト3および水中作業部7を下降させる。
シャフト3の下部には、ケーシング11とケーシング11を駆動回転させる駆動モータ19とを有する下部固定機構10を設けているので、シャフト3の下部の下部固定機構10のケーシング11が地盤Gの上方所定位置に達すると、駆動モータ19によりケーシング11を駆動回転させつつシャフト3を下降させる。
(Operation of the embodiment)
The work boat 1 is moved to a predetermined position, a plurality of shaft constituent members 5 are connected to the shaft support device 4 of the work boat 1 by an arbitrary means, and the shaft 3 formed to have a predetermined length is mounted. 4 lowers the shaft 3 and the underwater working unit 7.
Since the lower fixing mechanism 10 having the casing 11 and the drive motor 19 for driving and rotating the casing 11 is provided at the lower part of the shaft 3, the casing 11 of the lower fixing mechanism 10 at the lower part of the shaft 3 is located above the ground G. When the position is reached, the shaft 3 is lowered while the casing 11 is driven and rotated by the drive motor 19.

ケーシング11は下部に掘削刃12を設けているので、掘削刃12が地盤Gを掘削しながら所定深さまで食い込んで、シャフト3の下部を固定状態に保持する。
そのため、地盤Gの上面形状に関わらず、所定深さまで食い込んだケーシング11がシャフト3を支持し、シャフト3は水中作業部7を支持する。
ケーシング11の外周には螺旋状に排土用部材25を設けているので、ケーシング11の周縁の土砂を排土用部材25により上方に送りながら、掘削する。
Since the casing 11 is provided with the excavating blade 12 at the lower portion, the excavating blade 12 bites into the ground G while excavating the ground G, and holds the lower portion of the shaft 3 in a fixed state.
Therefore, regardless of the top surface shape of the ground G, the casing 11 digging into a predetermined depth supports the shaft 3, and the shaft 3 supports the underwater working unit 7.
Since the earth discharging member 25 is provided spirally on the outer periphery of the casing 11, excavation is performed while the earth and sand on the periphery of the casing 11 is sent upward by the earth discharging member 25.

そのため、ケーシング11の掘削抵抗を抑制し、シャフト3内に設けた駆動モータ19の駆動力でケーシング11を十分に地盤Gに食い込ませられ、シャフト3の下部の固定状態の保持を確実にする。
また、ケーシング11は、ケーシング11内の地盤Gを掘削せずに、ケーシング11の周縁を掘削するので、ケーシング11は内外の両側から地盤Gの圧力を受ける(図7(ロ))。
Therefore, the excavation resistance of the casing 11 is suppressed, and the casing 11 is sufficiently engulfed in the ground G by the driving force of the drive motor 19 provided in the shaft 3, and the fixed state of the lower portion of the shaft 3 is ensured.
Moreover, since the casing 11 excavates the periphery of the casing 11 without excavating the ground G in the casing 11, the casing 11 receives the pressure of the ground G from both the inside and outside (FIG. 7 (B)).

そのため、この点でも、シャフト3の下部の固定状態の保持を確実にする。
ケーシング11の下端から所定間隔をおいた上方には当接体26を設けているので、当接体26が地盤Gに当接すると、ケーシング11の回転を停止させる。
当接体26が地盤G上面に当接したことを検出する方法は任意であるが、例えば、シャフト支持装置4によるシャフト3の吊設荷重の変化や、ケーシング11の回転負荷の変化等を検出して行うとよい。
Therefore, also in this point, the fixed state of the lower part of the shaft 3 is ensured.
Since the contact body 26 is provided above the lower end of the casing 11 with a predetermined interval, when the contact body 26 contacts the ground G, the rotation of the casing 11 is stopped.
The method of detecting that the contact body 26 is in contact with the upper surface of the ground G is arbitrary. For example, a change in the suspension load of the shaft 3 by the shaft support device 4 or a change in the rotational load of the casing 11 is detected. To do.

シャフト3の下部を下部固定機構10により、地盤Gに固定支持させると、水中作業部7の支持装置42に設けたアーム40およびバケット6が正対する領域を掘削し、この領域の掘削が終了すると、シャフト3に対して支持装置42を旋回させて水中作業部7のアーム40およびバケット6の向きを変え、再び、掘削し、これを反復して、シャフト3の周囲を掘削する。   When the lower part of the shaft 3 is fixed and supported on the ground G by the lower fixing mechanism 10, the area where the arm 40 and the bucket 6 provided in the support device 42 of the underwater working unit 7 face each other is excavated, and the excavation of this area is completed. Then, the support device 42 is swung with respect to the shaft 3 to change the direction of the arm 40 and the bucket 6 of the underwater working unit 7, excavation is repeated, and this is repeated to excavate around the shaft 3.

水中作業部7によりシャフト3の周辺の掘削作業を行い、所定範囲の掘削作業が終了すると、シャフト3をシャフト支持装置4により所定高さに引き上げる。
ケーシング11内には、ケーシング11の軸心方向に移動する移動体32と該移動体32を移動させるアクチュエータ31を設けているので、最初の掘削作業を終了してシャフト3を引き上げて、次工程の掘削作業開始前に、ケーシング11内に付着あるいは残留している土塊等の残存物を残存物排出機構30の移動体32により除去する。
When the excavation work around the shaft 3 is performed by the underwater working unit 7 and the excavation work within a predetermined range is completed, the shaft 3 is pulled up to a predetermined height by the shaft support device 4.
In the casing 11, a moving body 32 that moves in the axial direction of the casing 11 and an actuator 31 that moves the moving body 32 are provided. Before starting the excavation work, residual matter such as a lump attached to or remaining in the casing 11 is removed by the moving body 32 of the residual discharge mechanism 30.

そのため、ケーシング11内で残存土塊等が圧密するのを防止し、ケーシング11による掘進不能状態になるのを回避する。
移動体32は、掘削作業中での側面視において当接体26より上方のケーシング11内に位置する格納位置とケーシング11の下端より所定長さ下方に突出する突出位置との間、所定回数往復移動するように構成しているので、掘削作業中、移動体32は当接体26よりも上方に位置して、ケーシング11が、前記したように、ケーシング11内に地盤Gを残してまま掘削することができ、ケーシング11による支持強度を向上させられる。
For this reason, it is possible to prevent the remaining soil lump etc. from being consolidated in the casing 11 and to avoid the state in which the casing 11 cannot dig.
The moving body 32 reciprocates a predetermined number of times between a storage position located in the casing 11 above the contact body 26 and a protruding position protruding downward by a predetermined length from the lower end of the casing 11 in a side view during excavation work. Since the moving body 32 is configured to move, the moving body 32 is positioned above the contact body 26 during excavation work, and the casing 11 excavates while leaving the ground G in the casing 11 as described above. It is possible to improve the supporting strength by the casing 11.

また、次工程の掘削作業に移行する際に、移動体32はケーシング11の下端より所定長さ下方に突出する突出位置まで移動するので、ケーシング11内で残存物の排出を確実に行える。
なお、図7(ニ)では、掘削作業終了後に残存物Hを、ケーシング11を引き上げた後の穴に落下させているが、この地点の掘削作業は終了しており、次工程の掘削作業への影響はない。
Further, when moving to the excavation work of the next step, the moving body 32 moves to a projecting position that projects downward by a predetermined length from the lower end of the casing 11, so that the residue can be reliably discharged in the casing 11.
In FIG. 7 (d), after the excavation work is completed, the residue H is dropped into the hole after the casing 11 is pulled up. However, the excavation work at this point is finished, and the excavation work of the next process is started. There is no influence.

また、前記作業船1の移動は、シャフト3を下方に延設させたまま行うことも可能であり、この場合は、ケーシング11が地盤G上面より所定間隔上方位置させていればよい。
以上、本発明について、好適な実施形態について説明した。しかし、本発明は、前述の各実施形態に限られず、前記の各構成要素については、本発明の趣旨を逸脱しない範囲で、適宜変更が可能である。
Further, the movement of the work boat 1 can be performed with the shaft 3 extending downward. In this case, the casing 11 may be positioned above the upper surface of the ground G by a predetermined distance.
The preferred embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and the above-described constituent elements can be appropriately changed without departing from the spirit of the present invention.

例えば、本発明の水中作業機の使用箇所は限定されるものではなく、例えば海、湖、池や貯水池、河川等に使用することができる。また、作業船についても自航式、曳航式台船、組立台船等様々な作業船を使用することができる。また、作業構台の構成も限定されるものではなく、適宜構成することが可能である。   For example, the use location of the underwater work machine of this invention is not limited, For example, it can be used for the sea, a lake, a pond, a reservoir, a river, etc. In addition, various work vessels such as self-propelled, towed carrier and assembly carrier can be used as the work vessel. Further, the configuration of the work gantry is not limited, and can be appropriately configured.

1…作業船、2…水中作業機、3…シャフト 、4…シャフト支持装置 、5…シャフト構成材、6…バケット、7…水中作業部、10…下部固定機構、11…ケーシング、12…掘削刃、15…取付部、16…接続継ぎ手、17…駆動回転軸、18…減速機構部、19…駆動モータ、20…取付部、21…内側フレーム、24…筒部材、25…排土用部材、26…当接体、30…残存物排出機構、31…アクチュエータ、32…移動体、33…シリンダ、34…シリンダチューブ、35…シリンダロッド、36…スイベル装置、40…アーム、42…支持装置、G…地盤(水底)、H…残存物。   DESCRIPTION OF SYMBOLS 1 ... Work ship, 2 ... Underwater working machine, 3 ... Shaft, 4 ... Shaft support device, 5 ... Shaft component, 6 ... Bucket, 7 ... Underwater working part, 10 ... Lower fixing mechanism, 11 ... Casing, 12 ... Excavation Blade 15, attachment portion 16, connection joint, 17 drive rotation shaft, 18 reduction mechanism portion, 19 drive motor, 20 attachment portion, 21 inner frame, 24 cylinder member, 25 earth removal member , 26 ... abutting body, 30 ... residue discharge mechanism, 31 ... actuator, 32 ... moving body, 33 ... cylinder, 34 ... cylinder tube, 35 ... cylinder rod, 36 ... swivel device, 40 ... arm, 42 ... support device , G ... ground (water bottom), H ... residue.

Claims (8)

シャフト3の上部を作業船1のシャフト支持装置4により支持し、シャフト3の下部を水中の地盤Gに支持させた状態で、水中作業部7によりシャフト3の周囲を掘削する構成とし、前記シャフト3の下部に、掘削刃12を有して駆動回転する円筒状のケーシング11を、シャフト3の下端より下方に所定長さ突出させて設け、もって、ケーシング11内に地盤Gを残したまま該ケーシング11下端周縁を所定深さまで掘削して、シャフト3の下部を固定状態に保持する水中掘削作業機。   The shaft 3 is excavated around the shaft 3 by the underwater working unit 7 with the upper part of the shaft 3 supported by the shaft support device 4 of the work boat 1 and the lower part of the shaft 3 supported by the underwater ground G. A cylindrical casing 11 that has a digging blade 12 and is driven to rotate is provided below the lower end of the shaft 3 so as to protrude below the lower end of the shaft 3 by a predetermined length, so that the ground G remains in the casing 11. An underwater excavating work machine that excavates the peripheral edge of the lower end of the casing 11 to a predetermined depth and holds the lower portion of the shaft 3 in a fixed state. 請求項1において、前記シャフト3内には内側フレーム21を固定状態に設け、該内側フレーム21内に前記ケーシング11を回転自在に設け、前記内側フレーム21の上部には前記ケーシング11を回転させる駆動モータ19を設け、前記シャフト3より下方のケーシング11の外周面に、ケーシング11の外周周縁の土砂を上方に送る排土用部材25を螺旋状に設け、前記ケーシング11の下端から所定間隔をおいた上方に、放射方向に突出する当接体26を設け、前記ケーシング11内には、該ケーシング11の軸心方向に移動する移動体32と該移動体32を移動させるアクチュエータ31を有し、ケーシング11の内部に残存する土塊を排出する残存物排出機構30を設け、前記移動体32は当接体26より上方のケーシング11内に位置する格納位置とケーシング11の下端より所定長さ下方に突出する突出位置との間往復移動するように構成した水中掘削作業機。   In Claim 1, the inner frame 21 is provided in the shaft 3 in a fixed state, the casing 11 is rotatably provided in the inner frame 21, and the upper portion of the inner frame 21 is driven to rotate the casing 11. A motor 19 is provided, and a soil removal member 25 is provided on the outer peripheral surface of the casing 11 below the shaft 3 to send the earth and sand around the outer periphery of the casing 11 in a spiral shape, with a predetermined interval from the lower end of the casing 11. A contact body 26 projecting in the radial direction is provided above, and in the casing 11, there is a moving body 32 that moves in the axial direction of the casing 11 and an actuator 31 that moves the moving body 32, A residue discharge mechanism 30 is provided for discharging a lump remaining in the casing 11, and the movable body 32 is located above the contact body 26. Configuration underwater excavation work machine as during reciprocation of the projecting position projecting to a predetermined length downward from the lower end of the storage position and the casing 11 positioned. 請求項1において、前記シャフト3内には内側フレーム21を固定状態に設け、該内側フレーム21内に前記ケーシング11を回転自在に設け、前記内側フレーム21の上部には前記ケーシング11を回転させる駆動モータ19を設けた水中掘削作業機。   In Claim 1, the inner frame 21 is provided in the shaft 3 in a fixed state, the casing 11 is rotatably provided in the inner frame 21, and the upper portion of the inner frame 21 is driven to rotate the casing 11. An underwater excavation work machine provided with a motor 19. 請求項3において、前記シャフト3より下方のケーシング11の外周面に、ケーシング11の外周周縁の土砂を上方に送る排土用部材25を螺旋状に設けた水中掘削作業機。   The underwater excavation work machine according to claim 3, wherein a soil discharging member 25 is provided on the outer peripheral surface of the casing 11 below the shaft 3 in a spiral manner to send the earth and sand around the outer periphery of the casing 11 upward. 請求項4において、前記ケーシング11の下端から所定間隔をおいた上方に、放射方向に突出する当接体26を設けた水中掘削作業機。   The underwater excavation work machine according to claim 4, wherein a contact body 26 that protrudes in a radial direction is provided above the lower end of the casing 11 at a predetermined interval. 請求項1または請求項3または請求項4または請求項5において、前記ケーシング11内には、該ケーシング11の軸心方向に移動する移動体32と該移動体32を移動させるアクチュエータ31を有し、ケーシング11の内部に残存する土塊を排出する残存物排出機構30を設けた水中掘削作業機。   In Claim 1 or Claim 3 or Claim 4 or Claim 5, the casing 11 has a moving body 32 that moves in the axial direction of the casing 11 and an actuator 31 that moves the moving body 32. An underwater excavation work machine provided with a residue discharge mechanism 30 for discharging a lump remaining in the casing 11. 請求項6において、前記移動体32は当接体26より上方のケーシング11内に位置する格納位置とケーシング11の下端より所定長さ下方に突出する突出位置との間往復移動するように構成した水中掘削作業機。   7. The movable body 32 according to claim 6, wherein the movable body 32 is configured to reciprocate between a retracted position located in the casing 11 above the contact body 26 and a projecting position projecting downward by a predetermined length from the lower end of the casing 11. Underwater drilling machine. 作業船1のシャフト支持装置4により上部が支持されたシャフト3を下降させ、シャフト3の下部を支持する下部固定機構10のケーシング11を駆動回転させ、ケーシング11はケーシング11内に地盤Gを残したまま該ケーシング11の下端周縁を所定深さまで掘削して、シャフト3の下部を固定状態に保持し、この状態で、シャフト3の水中作業部7によりシャフト3の周囲を掘削し、周囲の掘削終了後にシャフト3を所定高さ引き上げ、ケーシング11内に設けた残存物排出機構30の移動体32をアクチュエータ31により下降させてケーシング11の内部に残存する土塊を排出し、移動体32をケーシング11内に格納後、作業船1を移動させて前記掘削作業を反復する水中掘削作業方法。   The shaft 3 whose upper part is supported by the shaft support device 4 of the work boat 1 is lowered, and the casing 11 of the lower fixing mechanism 10 that supports the lower part of the shaft 3 is driven to rotate. The casing 11 leaves the ground G in the casing 11. The lower end periphery of the casing 11 is excavated to a predetermined depth, and the lower portion of the shaft 3 is held in a fixed state. In this state, the periphery of the shaft 3 is excavated by the underwater working portion 7 of the shaft 3, and the surrounding excavation is performed. After completion, the shaft 3 is pulled up to a predetermined height, and the moving body 32 of the residue discharge mechanism 30 provided in the casing 11 is lowered by the actuator 31 to discharge the dirt remaining in the casing 11. An underwater excavation work method in which the work boat 1 is moved and the excavation work is repeated after being stored therein.
JP2013203771A 2013-09-30 2013-09-30 Underwater excavation work machine and underwater excavation work method Active JP5952793B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013203771A JP5952793B2 (en) 2013-09-30 2013-09-30 Underwater excavation work machine and underwater excavation work method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013203771A JP5952793B2 (en) 2013-09-30 2013-09-30 Underwater excavation work machine and underwater excavation work method

Publications (2)

Publication Number Publication Date
JP2015068068A true JP2015068068A (en) 2015-04-13
JP5952793B2 JP5952793B2 (en) 2016-07-13

Family

ID=52835037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013203771A Active JP5952793B2 (en) 2013-09-30 2013-09-30 Underwater excavation work machine and underwater excavation work method

Country Status (1)

Country Link
JP (1) JP5952793B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114855901A (en) * 2022-04-14 2022-08-05 戴秀丽 Sponge urban engineering squaring device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10220152A (en) * 1997-02-06 1998-08-18 Nippon Sharyo Seizo Kaisha Ltd Enlarged head for excavation
JP2000080877A (en) * 1998-09-07 2000-03-21 Kajima Corp Anti-pollution, muck receiving device for excavating device
JP2012062738A (en) * 2010-08-19 2012-03-29 Taisei Corp Underwater work machine and underwater work method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10220152A (en) * 1997-02-06 1998-08-18 Nippon Sharyo Seizo Kaisha Ltd Enlarged head for excavation
JP2000080877A (en) * 1998-09-07 2000-03-21 Kajima Corp Anti-pollution, muck receiving device for excavating device
JP2012062738A (en) * 2010-08-19 2012-03-29 Taisei Corp Underwater work machine and underwater work method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114855901A (en) * 2022-04-14 2022-08-05 戴秀丽 Sponge urban engineering squaring device

Also Published As

Publication number Publication date
JP5952793B2 (en) 2016-07-13

Similar Documents

Publication Publication Date Title
JP7430101B2 (en) Stirring device
JP6298568B1 (en) Shaft excavation apparatus and shaft excavation method
JP5852038B2 (en) Construction method of on-site cast-in-place concrete piles and steel pipes with excavation blades
JP4792123B1 (en) Underwater working machine and underwater working method
JP5952793B2 (en) Underwater excavation work machine and underwater excavation work method
CN117823051B (en) Geological reaming device
JP5773523B2 (en) Construction device for on-site construction pile and construction method for on-site construction pile
JP2009256999A (en) Pile extracting construction method for existing hollow pile
JP5975266B2 (en) Attachment for crushed stone pile formation
JP2014148862A (en) Drilling machine
JP6196050B2 (en) Step processing method for excavation holes
JP4575877B2 (en) Excavator
CN215562608U (en) Gourd-shaped hole cleaner
JPWO2019187438A1 (en) Sheet pile construction method, sheet pile construction equipment and holder
JP3978469B2 (en) Expansion drilling equipment and pile bottom expansion method
JP2005314871A (en) Removing device for underground obstacle and removing method for underground obstacle
KR100569152B1 (en) Complex drill device
JP2009035869A (en) Drawing device for constructed pile
JP5769122B1 (en) Foundation pile construction method
JP2019196623A (en) Drilling machine and drilling method
JP2007315038A (en) Casing cap for square steel pipe, and soil improvement construction method using square casing
JP2019132041A (en) Excavation head
JP2010189927A (en) Device and method for burying prefabricated pile
CN114790739B (en) Lifting embedded type pile pipe cutting device
JP6945329B2 (en) Underground obstacle removal method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20151221

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20151221

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20160120

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20160202

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20160323

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20160524

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20160610

R150 Certificate of patent or registration of utility model

Ref document number: 5952793

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250