JPH0860968A - All-casing excavator - Google Patents

All-casing excavator

Info

Publication number
JPH0860968A
JPH0860968A JP19152194A JP19152194A JPH0860968A JP H0860968 A JPH0860968 A JP H0860968A JP 19152194 A JP19152194 A JP 19152194A JP 19152194 A JP19152194 A JP 19152194A JP H0860968 A JPH0860968 A JP H0860968A
Authority
JP
Japan
Prior art keywords
ring
casing tube
diameter
attached
small
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
JP19152194A
Other languages
Japanese (ja)
Other versions
JP2941662B2 (en
Inventor
Kikuji Egawa
菊次 江川
Yuzo Kitamura
裕三 北村
Nobuaki Matoba
信明 的場
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 JP19152194A priority Critical patent/JP2941662B2/en
Publication of JPH0860968A publication Critical patent/JPH0860968A/en
Application granted granted Critical
Publication of JP2941662B2 publication Critical patent/JP2941662B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE: To enable construction time and cost to be both reduced by enabling even hard bedrock to be drilled efficiently. CONSTITUTION: Each outside mounting block 6 is mounted in the large-aperture position (or small-aperture position) of a connecting block 8, and the lower end of each outside mounting block 6 is connected by a connecting member 14 for large apertures (or connecting member 15 for small apertures). Then a gripper device 4 is operated by means of fluid pressure, and a ring-shaped hollowing excavation device is secured to a casing tube. Then the casing tube and the ring-shaped hollowing excavation device are driven into the ground while being rotated or rocked, and a ring-shaped hole is drilled in the center by operating using the fluid pressure a crushing impactor 5 mounted on the lower end of an inside mounting block 7, and by rotating and moving a cutter bit 16. Also, a ring-shaped hole of a large (or small) aperture is drilled around the ring-shaped hole in the center by operating using the fluid pressure the impacting crusher 5 mounted on the lower end of each outside mounting block 6, and by rotating and moving the cutter bit 16 mounted on the lower surface of the connecting member 14 for large apertures (or connecting member 15 for small apertures).

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、立坑掘削時、基礎杭造
成時等に使用するオールケーシング掘削機のリング状中
堀り掘削装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ring-shaped medium excavation device for an all-casing excavator used for excavating a vertical shaft, constructing a foundation pile or the like.

【0002】[0002]

【従来の技術】従来の立坑掘削時、基礎杭造成時等に使
用するオールケーシング掘削機を図7により説明する
と、1が地上に設置したオールケーシング掘削機で、同
オールケーシング掘削機1は、ケーシングチューブ2を
クランプし、このケーシングチューブ2を回転または揺
動させながら地中へ押し込んでリング状孔を掘削すると
ともに掘削した孔壁を同ケーシングチューブ2により維
持する一方、ワイヤにより掘削バケット3を昇降させ、
さらに掘削バケット3の先端部を開閉させ、ケーシング
チューブ2内の土砂を掘削、排土して、立坑を形成す
る。
2. Description of the Related Art A conventional all-casing excavator used for vertical shaft excavation, foundation pile construction, etc. will be described with reference to FIG. 7. Reference numeral 1 denotes an all-casing excavator installed on the ground. While the casing tube 2 is rotated or swung, the casing tube 2 is pushed into the ground to excavate a ring-shaped hole and the excavated hole wall is maintained by the casing tube 2, while the excavation bucket 3 is moved up and down by a wire.
Further, the tip portion of the excavation bucket 3 is opened and closed to excavate the earth and sand in the casing tube 2 and discharge the earth to form a vertical shaft.

【0003】[0003]

【発明が解決しようとする課題】前記図7に示す従来の
オールケーシング掘削機は、複雑な地層や強固な岩盤で
も掘削可能であるが、強固な岩盤を掘削するときには、
ケーシングチューブ2の先端部に取付けたカッタビット
が早期に損傷、摩耗する上に、1時間当たり5〜30c
m程度しか掘削できない。
The conventional all-casing excavator shown in FIG. 7 is capable of excavating a complex stratum or strong rock, but when excavating a strong rock,
The cutter bit attached to the tip of the casing tube 2 is damaged and worn early, and 5 to 30c per hour
Only about m can be excavated.

【0004】また掘削バケット3は、土砂に対しては有
効に掘削、排土できるが、岩盤に対しては掘削能率が非
常に悪くて、ケーシングチューブ2が岩盤を1時間当た
り5〜30cm程度掘削しても、掘削バケット3は、岩
盤をその半分程度しかリング状中堀り掘削できないとい
う問題があった。本発明は前記の問題点に鑑み提案する
ものであり、その目的とする処は、強固な岩盤に対して
も能率よく掘削できて、施工時間の短縮と施工コストの
低減とを併せ達成できるオールケーシング掘削機のリン
グ状中堀り掘削装置を提供しようとする点にある。
Although the excavation bucket 3 can effectively excavate and remove soil, it has a very poor excavation efficiency for rock mass, and the casing tube 2 excavates rock mass for about 5 to 30 cm per hour. Even so, the excavation bucket 3 has a problem that only about half of the bedrock can be excavated in a ring shape. The present invention is proposed in view of the above problems, and an object thereof is an all casing that can efficiently excavate even a strong rock bed and can achieve both a reduction in construction time and a reduction in construction cost. The point is to provide a ring-shaped medium excavation device for an excavator.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、ケーシングチューブを回転または揺動
させながら地中へ押し込んでケーシングチューブ内の土
砂等を掘削するとともに掘削した孔壁をケーシングチュ
ーブにより維持するオールケーシング掘削機において、
前記ケーシングチューブ内の土砂等を掘削するリング状
中堀り掘削装置を、昇降可能な連結台と、同連結台の外
周部下面の小口径位置または大口径位置に取付けられた
複数の外側取付台と、上記連結台の中央部下面に取付け
られた内側取付台と、上記各外側取付台に半径方向内外
方への伸縮を可能に取付けられて半径方向外方への伸長
時には前記ケーシングチューブの内面に圧接するグリッ
パ装置と、上記各外側取付台及び上記内側取付台の下端
部に取付けた打撃破砕機と、上記各外側取付台を上記連
結台の小口径位置に取付けときには同各外側取付台の下
端部を連結する小口径用連結材と、上記各外側取付台を
上記連結台の大口径位置に取付けたときには同各外側取
付台の下端部を連結する大口径用連結材と、上記各連結
材の下面及び上記内側連結取付台の下端部に取付けたカ
ッタビットとにより構成している。
In order to achieve the above object, the present invention is to push the casing tube into the ground while rotating or swinging the casing tube to excavate the earth and sand in the casing tube and to excavate the hole wall. In an all-casing excavator that maintains the
A ring-shaped medium excavation device for excavating earth and sand etc. in the casing tube, a connecting base that can be raised and lowered, and a plurality of outer mounting bases attached at a small diameter position or a large diameter position on the lower surface of the outer peripheral portion of the connection base. , The inner mounting base mounted on the lower surface of the central portion of the connecting base, and the outer mounting bases that are mounted so as to be able to expand and contract inward and outward in the radial direction, and are attached to the inner surface of the casing tube when extending outward in the radial direction. Presser gripper device, impact crusher attached to the lower end of each of the outer mounting base and the inner mounting base, and the lower end of each outer mounting base when the outer mounting base is mounted at the small diameter position of the connecting base. A connecting member for a small diameter for connecting the parts, a connecting member for a large diameter for connecting the lower ends of the outer mounting bases when the outer mounting bases are mounted at a large diameter position of the connecting base, and the connecting members Underside and above It is constituted by a cutter bit attached to the lower end of the side connecting mount.

【0006】[0006]

【作用】本発明のオールケーシング掘削機のリング状中
堀り掘削装置は前記のように構成されており、各外側取
付台を連結台の大口径位置(または小口径位置)に取付
けて、同各外側取付台の下端部を大口径用連結材(また
は小口径用連結材)により連結し、次いで流体圧により
グリッパ装置を作動して、リング状中堀り掘削装置をケ
ーシングチューブに固定し、次いでケーシングチューブ
及びリング状中堀り掘削装置を回転または揺動させなが
ら地中へ押し込んで、内側取付台の下端部に取付けた破
砕打撃機の流体圧による作動及びカッタビットの回転移
動により中心部にリング状孔を掘削する一方、各外側取
付台の下端部に取付けた打撃破砕機の流体圧による作動
及び大口径用連結材(または小口径用連結材)の下面に
取付けたカッタビットの回転移動により上記中心部のリ
ング状孔の周りに大口径(または小口径)のリング状孔
を掘削する。
The ring-shaped medium excavating device for an all-casing excavator according to the present invention is constructed as described above. Each outer mounting base is attached to a large-diameter position (or a small-diameter position) of a connecting base, and each outer side is mounted. Connect the lower end of the mounting base with a large-diameter connecting material (or a small-diameter connecting material), then operate the gripper device by fluid pressure to fix the ring-shaped hollow excavator to the casing tube, and then the casing tube. Also, the ring-shaped hollow excavator is pushed into the ground while rotating or rocking, and the ring-shaped hole is formed in the center by the operation of the crushing percussion machine attached to the lower end of the inner mount by the fluid pressure and the rotational movement of the cutter bit. While excavating, the operation by the fluid pressure of the impact crusher attached to the lower end of each outer mounting base and the Kattabi attached to the lower surface of the large diameter connecting material (or small diameter connecting material) The rotational movement of the bets drilling ring hole of large diameter (or small diameter) around the ring-shaped hole in the central portion.

【0007】[0007]

【実施例】次に本発明のオールケーシング掘削機のリン
グ状中堀り掘削装置を図1〜図6に示す一実施例により
説明すると、図1は、リング状中堀り掘削装置を分解し
た状態を示し、図2の中心線から左側の部分は、小口径
に組み立てて掘削している状態を示し、図2の右側の部
分は、大口径に組み立てて掘削している状態を示し、図
3は、図2の矢視A−A線に沿う底面を示し、図4は、
図2の矢視B−B線に沿う横断平面を示し、図5及び図
6は、施工状態を示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an explanation will be given of a ring-shaped intermediate excavation device for an all-casing excavator according to an embodiment shown in FIGS. 1 to 6, FIG. 1 showing a state in which the ring-shaped intermediate excavation device is disassembled. The part on the left side of the center line of FIG. 2 shows a state where the small diameter is assembled and excavated, the right part of FIG. 2 shows the state where the large diameter is assembled and excavated, and FIG. 2 shows the bottom surface along the line AA in FIG. 2, and FIG.
The cross-sectional plane which follows the BB line of FIG. 2 is shown, and FIG. 5 and FIG. 6 have shown the construction state.

【0008】なお図3、図4も、中心線から左側は、小
口径に組み立てて掘削している状態を示し、右側の部分
は、大口径に組み立てて掘削している状態を示してい
る。本リング状中堀り掘削装置は、図1に示すように昇
降可能な連結台8と、同連結台8の外周部下面の小口径
位置または大口径位置にボルトにより取付けられた複数
の外側取付台6と、上記連結台8の中央部下面にボルト
により取付けられた内側取付台7と、上記各外側取付台
6に半径方向内外方への伸縮を可能に取付けられて半径
方向外方への伸長時にはケーシングチューブ2(図2参
照)の内面に圧接するグリッパ装置4のグリッパ内筒1
1と、上記各外側取付台6及び上記内側取付台7の下端
部に取付けた打撃破砕機5と、上記各外側取付台6を上
記連結台8の小口径位置に取付けときには同各外側取付
台6の下端部を連結する小口径用連結材15と、上記各
外側取付台6を上記連結台8の大口径位置に取付けたと
きには同各外側取付台6の下端部を連結する大口径用連
結材14と、上記各連結材14、15の下面及び上記内
側連結取付台の下端部に取付けたカッタビット16とに
より構成されている。
3 and 4, the left side from the center line shows a state where the small diameter is assembled and excavated, and the right side shows the state where the large diameter is assembled and excavated. As shown in FIG. 1, the present ring-shaped hollow excavation device includes a connecting base 8 that can be moved up and down, and a plurality of outer mounting bases mounted by bolts on the lower surface of the outer peripheral portion of the connecting base 8 at small or large diameter positions. 6, an inner mounting base 7 mounted on the lower surface of the central portion of the connecting base 8 by a bolt, and an outer mounting base 6 which is radially expandable inward and outward, and extends radially outward. Sometimes the gripper inner cylinder 1 of the gripper device 4 is pressed against the inner surface of the casing tube 2 (see FIG. 2).
1, the outer crushing machine 5 attached to the lower ends of the outer mounts 6 and the inner mounts 7, and the outer mounts 6 when the outer mounts 6 are mounted at the small diameter position of the connecting base 8. A small-diameter connecting member 15 for connecting the lower end portions of the outer peripheral mounting members 6 and a large-diameter connecting member for connecting the lower end portions of the outer mounting members 6 when the outer mounting members 6 are mounted at the large diameter position of the connecting member 8. The member 14 and the cutter bits 16 attached to the lower surfaces of the connecting members 14 and 15 and the lower end of the inner connecting mount.

【0009】上記リング状中堀り掘削装置を図2〜図6
によりさらに詳細に説明すると、図2に示すように上記
連結台8の上面には、スイベルジョイント9が取付けら
れ、同スイベルジョイント9には、地上から流体圧(空
気圧または液圧)を供給するためのフレキシブルホース
10が取付けられている。上記グリッパ装置4は、ケー
シングチューブ2の内面に圧接されるグリッパ内筒11
と、グリッパシリンダ12と、レバー13とにより構成
されており、グリッパシリンダ12を伸長方向に作動す
ると、グリッパ内筒11がケーシングチューブ2の内面
に圧接され、グリッパシリンダ12を縮み方向に作動す
ると、グリッパ内筒11がケーシングチューブ2の内面
から離れるようになっている。
The ring-shaped medium excavation device is shown in FIGS.
More specifically, as shown in FIG. 2, a swivel joint 9 is attached to the upper surface of the connecting base 8, and a fluid pressure (air pressure or hydraulic pressure) is supplied to the swivel joint 9 from the ground. The flexible hose 10 is attached. The gripper device 4 includes a gripper inner cylinder 11 that is pressed against the inner surface of the casing tube 2.
When the gripper cylinder 12 is operated in the extension direction, the gripper inner cylinder 11 is pressed against the inner surface of the casing tube 2 and the gripper cylinder 12 is operated in the contraction direction. The gripper inner cylinder 11 is adapted to separate from the inner surface of the casing tube 2.

【0010】図3は、図2の矢視A−A線に沿う横断底
面図で、中心線から左側は、小口径に組み立てて掘削し
ている状態を示し、右側の部分は、大口径に組み立てて
掘削している状態を示しており、5が打撃破砕機、6が
外径側取付台、7が内径側取付台、中心線よりも右側の
14が大口径掘削時に各外径側取付台6を連結する大口
径用連結材、中心線よりも左側の15が小口径掘削時に
各外径側取付台6を連結する小口径用連結材で、同連結
材14、15の何れかに変更して、掘削径を変えるよう
にしている。これらの連結材14、15及び上記内側取
付台7には、カッタビット16が取付けられている。
FIG. 3 is a cross-sectional bottom view taken along the line AA of FIG. 2, in which the left side from the center line shows a state in which the small diameter is assembled and excavation is performed, and the right side is the large diameter. It shows a state of assembling and excavating, 5 is an impact crusher, 6 is an outer diameter side mounting base, 7 is an inner diameter side mounting base, and 14 on the right side of the center line is mounted on each outer diameter side when excavating a large diameter A large-diameter connecting material that connects the pedestals 6, and 15 on the left side of the center line is a small-diameter connecting material that connects the outer diameter side mounting bases 6 when excavating the small-diameter. It has been changed to change the excavation diameter. A cutter bit 16 is attached to the connecting members 14 and 15 and the inner mount 7.

【0011】図4は、図1の矢視B−B線に沿う横断平
面図で、中心線から左側は、小口径に組み立てて掘削し
ている状態を示し、右側の部分は、大口径に組み立てて
掘削している状態を示しており、ケーシングチューブ2
の内面に圧接されたグリッパ内筒10と、同グリッパ内
筒10を内蔵した外径側取付台6と、同外径側取付台6
をボルトにより連結台8に連結した状態を示している。
FIG. 4 is a cross-sectional plan view taken along the line BB in FIG. 1, in which the left side from the center line shows a state where the small diameter is assembled and excavation is performed, and the right side portion is the large diameter. It shows the state of being assembled and excavated, and the casing tube 2
Gripper inner cylinder 10 press-contacted to the inner surface of the, outer diameter side mounting base 6 incorporating the gripper inner cylinder 10, and outer diameter side mounting base 6
It shows a state in which is connected to the connection base 8 by bolts.

【0012】次に本発明のオールケーシング掘削機用リ
ング状リング状中堀り掘削装置の施工状態を図5、図6
により説明する。図5の17が大口径掘削時のリング状
中堀り掘削装置の状態を示している。このときには、各
外側取付台6を上記連結台8の大口径位置に取付け、同
各外側取付台6の下端部を大口径用連結材14により連
結する。
Next, the construction of the ring-shaped ring-shaped hollow excavator for an all-casing excavator according to the present invention is shown in FIGS.
Will be described. Reference numeral 17 in FIG. 5 shows the state of the ring-shaped medium excavation device during large-diameter excavation. At this time, the outer mounting bases 6 are attached to the large-diameter positions of the connecting bases 8, and the lower ends of the outer mounting bases 6 are connected by the large-diameter connecting members 14.

【0013】次いで流体圧(空気圧または液圧)を地上
のエアコンプレッサまたは油圧ユニット(図示せず)→
フレキシブルホース支持台19を経て下方へ延びたフレ
キシブルホース10→スイベルジョイント9を経てリン
グ状中堀り掘削装置17へ供給して、同各外側取付台6
に設けた各グリッパ装置4のグリッパ内筒11を半径方
向外方へ作動し、同各グリッパ内筒11をケーシングチ
ューブ2の内面に圧接して、リング状中堀り掘削装置1
7を同ケーシングチューブ2に固定する。
Next, the fluid pressure (air pressure or hydraulic pressure) is applied to the ground air compressor or hydraulic unit (not shown).
The flexible hose 10 extending downward through the flexible hose support 19 is supplied to the ring-shaped hollow excavating device 17 through the swivel joint 9, and the outer mounts 6 are also provided.
The gripper inner cylinders 11 of the respective gripper devices 4 provided in the above are operated outward in the radial direction, and the respective gripper inner cylinders 11 are pressed against the inner surface of the casing tube 2 to form the ring-shaped hollow excavation device 1
7 is fixed to the casing tube 2.

【0014】次いで地上に設置したオールケーシング掘
削機(図7の1参照)によりクラップしたケーシングチ
ューブ2及びリング状中堀り掘削装置17を回転または
揺動させながら地中へ押し込んで、内側取付台7の下端
部に取付けた破砕打撃機5の流体圧による作動及びカッ
タビット16の回転移動により中心部にリング状孔を掘
削する一方、各外側取付台6の下端部に取付けた打撃破
砕機5の流体圧による作動及び大口径用連結材14の下
面に取付けたカッタビット16の回転移動により上記中
心部のリング状孔の周りに大口径のリング状孔を掘削す
る。
Then, the casing tube 2 and the ring-shaped hollow excavator 17 clapped by an all-casing excavator installed on the ground (see 1 in FIG. 7) are pushed into the ground while rotating or rocking, and the inner mount 7 The ring-shaped hole is drilled in the center by the operation of the crushing percussion machine 5 attached to the lower end portion by the fluid pressure and the rotational movement of the cutter bit 16, while the fluid of the percussion crusher 5 attached to the lower end portion of each outer mount 6 is drilled. A large-diameter ring-shaped hole is drilled around the central ring-shaped hole by the operation by pressure and the rotational movement of the cutter bit 16 attached to the lower surface of the large-diameter connecting member 14.

【0015】図6の18が小口径掘削時のリング状中堀
り掘削装置の状態を示している。このときには、各外側
取付台6を上記連結台8の小口径位置に取付け、同各外
側取付台6の下端部を小口径用連結材15により連結す
る。次いで流体圧(空気圧または液圧)を地上のエアコ
ンプレッサまたは油圧ユニット(図示せず)→フレキシ
ブルホース支持台19を経て下方へ延びたフレキシブル
ホース10→スイベルジョイント9を経てリング状中堀
り掘削装置18へ供給して、同各外側取付台6に設けた
各グリッパ装置4のグリッパ内筒11を半径方向外方へ
作動し、同各グリッパ内筒11をケーシングチューブ2
の内面に圧接して、リング状中堀り掘削装置18を同ケ
ーシングチューブ2に固定する。
Reference numeral 18 in FIG. 6 shows a state of the ring-shaped medium excavation device at the time of excavating a small diameter. At this time, each outer mounting base 6 is attached to the small-diameter position of the connecting base 8, and the lower ends of the respective outer mounting bases 6 are connected by the small-diameter connecting member 15. Next, a fluid pressure (air pressure or hydraulic pressure) is applied to a ground air compressor or a hydraulic unit (not shown) → a flexible hose 10 extending downward through a flexible hose support 19 → a swivel joint 9 and a ring-shaped hollow excavator 18 The gripper inner cylinders 11 of the respective gripper devices 4 provided on the respective outer mounting bases 6 are actuated radially outward, and the respective gripper inner cylinders 11 are moved to the casing tube 2
The ring-shaped hollow excavating device 18 is fixed to the casing tube 2 by pressure contact with the inner surface of the casing tube 2.

【0016】次いで地上に設置したオールケーシング掘
削機(図7の1参照)によりクラップしたケーシングチ
ューブ2及びリング状中堀り掘削装置18を回転または
揺動させながら地中へ押し込んで、内側取付台7の下端
部に取付けた破砕打撃機5の流体圧による作動及びカッ
タビット16の回転移動により中心部にリング状孔を掘
削する一方、各外側取付台6の下端部に取付けた打撃破
砕機5の流体圧による作動及び小口径用連結材15の下
面に取付けたカッタビット16の回転移動により、上記
中心部のリング状孔の周りに小口径のリング状孔に掘削
する。
Then, the casing tube 2 and the ring-shaped hollow excavation device 18 clapped by the all-casing excavator installed on the ground (see 1 in FIG. 7) are pushed into the ground while rotating or rocking, and the inner mount 7 The ring-shaped hole is drilled in the center by the operation of the crushing percussion machine 5 attached to the lower end portion by the fluid pressure and the rotational movement of the cutter bit 16, while the fluid of the percussion crusher 5 attached to the lower end portion of each outer mount 6 is drilled. By the operation by pressure and the rotational movement of the cutter bit 16 attached to the lower surface of the small-diameter connecting member 15, the small-diameter ring-shaped hole is excavated around the central ring-shaped hole.

【0017】[0017]

【発明の効果】本発明のオールケーシング掘削機のリン
グ状中堀り掘削装置は前記のように各外側取付台を連結
台の大口径位置(または小口径位置)に取付けて、同各
外側取付台の下端部を大口径用連結材(または小口径用
連結材)により連結し、次いで流体圧によりグリッパ装
置を作動して、リング状中堀り掘削装置をケーシングチ
ューブに固定し、次いでケーシングチューブ及びリング
状中堀り掘削装置を回転または揺動させながら地中へ押
し込んで、内側取付台の下端部に取付けた破砕打撃機の
流体圧による作動及びカッタビットの回転移動により中
心部にリング状孔を掘削する一方、各外側取付台の下端
部に取付けた打撃破砕機の流体圧による作動及び大口径
用連結材(または小口径用連結材)の下面に取付けたカ
ッタビットの回転移動により上記中心部のリング状孔の
周りに大口径(または小口径)のリング状孔を掘削する
ので、強固な岩盤に対しても能率よく掘削できて、施工
時間の短縮と施工コストの低減とを併せ達成できる。
As described above, in the ring-shaped intermediate excavation device for an all-casing excavator of the present invention, each outer mounting base is attached to the large-diameter position (or small-diameter position) of the connecting base, and The lower end is connected by a large-diameter connecting material (or a small-diameter connecting material), and then the gripper device is actuated by fluid pressure to fix the ring-shaped hollow excavator to the casing tube, and then the casing tube and the ring shape. Push the underground excavator into the ground while rotating or rocking, and excavate a ring-shaped hole in the center by the operation of the crushing percussion machine attached to the lower end of the inner mount by the fluid pressure and the rotational movement of the cutter bit. On the other hand, the operation of the impact crusher mounted on the lower end of each outer mounting base by the fluid pressure and the rotation of the cutter bit mounted on the lower surface of the large diameter connecting material (or the small diameter connecting material) A large-diameter (or small-diameter) ring-shaped hole is excavated around the above-mentioned central part by movement, so it is possible to efficiently excavate even solid rock, reducing construction time and construction cost. And can be achieved together.

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

【図1】本発明のオールケーシング掘削機のリング状中
堀り掘削装置の一実施例を示す分解斜視図である。
FIG. 1 is an exploded perspective view showing an embodiment of a ring-shaped medium excavation device for an all-casing excavator of the present invention.

【図2】図の中心線から左側の部分は小口径に組み立て
て掘削している状態を示し、図の中心線から右側の部分
は大口径に組み立てて掘削している状態を示す縦断側面
図である。
FIG. 2 is a vertical sectional side view showing a state in which a portion on the left side of the center line of the figure is assembled and excavated in a small diameter, and a portion of the right side from the center line in the figure is assembled and excavated in a large diameter. Is.

【図3】図2の矢視A−A線に沿う底面図である。FIG. 3 is a bottom view taken along the line AA of FIG.

【図4】図2の矢視B−B線に沿う横断平面図である。4 is a cross-sectional plan view taken along the line BB of FIG.

【図5】大口径掘削時の施工状態を示す説明図である。FIG. 5 is an explanatory view showing a construction state during large-diameter excavation.

【図6】小口径掘削時の施工状態を示す説明図である。FIG. 6 is an explanatory view showing a construction state when excavating a small diameter.

【図7】従来のオールケーシング掘削機を示す縦断側面
図である。
FIG. 7 is a vertical sectional side view showing a conventional all-casing excavator.

【符号の説明】[Explanation of symbols]

2 ケーシングチューブ 4 グリッパ装置 5 打撃破砕機 6 外側取付台 7 内側取付台 8 連結台 14 大口径用連結材 15 小口径用連結材 16 カッタビット 2 Casing tube 4 Gripper device 5 Impact crusher 6 Outer mounting base 7 Inner mounting base 8 Connection base 14 Large diameter connection material 15 Small diameter connection material 16 Cutter bit

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ケーシングチューブを回転または揺動さ
せながら地中へ押し込んでケーシングチューブ内の土砂
等を掘削するとともに掘削した孔壁をケーシングチュー
ブにより維持するオールケーシング掘削機において、前
記ケーシングチューブ内の土砂等を掘削するリング状中
堀り掘削装置を、昇降可能な連結台と、同連結台の外周
部下面の小口径位置または大口径位置に取付けられた複
数の外側取付台と、上記連結台の中央部下面に取付けら
れた内側取付台と、上記各外側取付台に半径方向内外方
への伸縮を可能に取付けられて半径方向外方への伸長時
には前記ケーシングチューブの内面に圧接するグリッパ
装置と、上記各外側取付台及び上記内側取付台の下端部
に取付けた打撃破砕機と、上記各外側取付台を上記連結
台の小口径位置に取付けときには同各外側取付台の下端
部を連結する小口径用連結材と、上記各外側取付台を上
記連結台の大口径位置に取付けたときには同各外側取付
台の下端部を連結する大口径用連結材と、上記各連結材
の下面及び上記内側連結取付台の下端部に取付けたカッ
タビットとにより構成したことを特徴としたオールケー
シング掘削機。
1. An all-casing excavator that pushes into the ground while rotating or rocking a casing tube to excavate the earth and sand in the casing tube and to maintain the excavated hole wall by the casing tube. A ring-shaped medium excavation device for excavating, etc., a connecting base capable of moving up and down, a plurality of outer mounting bases mounted at a small diameter position or a large diameter position on the lower surface of the outer periphery of the connecting base, and the center of the connecting base. An inner mounting base mounted on the lower surface of the part, a gripper device that is mounted on each of the outer mounting bases so as to be able to expand and contract inward and outward in the radial direction, and presses against the inner surface of the casing tube when extending outward in the radial direction, The impact crusher attached to the lower end of each of the outer mounts and the inner mounts, and the outer mounts at the small diameter position of the connecting base. A small diameter connecting material that connects the lower ends of the outer mounting bases when attached, and a large diameter that connects the lower ends of the outer mounting bases when the outer mounting bases are attached to the large diameter position of the connecting base. An all-casing excavator comprising: a connecting material for use with a cutter bit attached to a lower surface of each of the connecting materials and a lower end portion of the inner connecting mount.
JP19152194A 1994-08-15 1994-08-15 All casing excavator Expired - Fee Related JP2941662B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19152194A JP2941662B2 (en) 1994-08-15 1994-08-15 All casing excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19152194A JP2941662B2 (en) 1994-08-15 1994-08-15 All casing excavator

Publications (2)

Publication Number Publication Date
JPH0860968A true JPH0860968A (en) 1996-03-05
JP2941662B2 JP2941662B2 (en) 1999-08-25

Family

ID=16276049

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19152194A Expired - Fee Related JP2941662B2 (en) 1994-08-15 1994-08-15 All casing excavator

Country Status (1)

Country Link
JP (1) JP2941662B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104343385A (en) * 2013-07-23 2015-02-11 中国石油化工股份有限公司 Hydraulic impactor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104343385A (en) * 2013-07-23 2015-02-11 中国石油化工股份有限公司 Hydraulic impactor

Also Published As

Publication number Publication date
JP2941662B2 (en) 1999-08-25

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