JPS6122697B2 - - Google Patents

Info

Publication number
JPS6122697B2
JPS6122697B2 JP16176978A JP16176978A JPS6122697B2 JP S6122697 B2 JPS6122697 B2 JP S6122697B2 JP 16176978 A JP16176978 A JP 16176978A JP 16176978 A JP16176978 A JP 16176978A JP S6122697 B2 JPS6122697 B2 JP S6122697B2
Authority
JP
Japan
Prior art keywords
cutter
main
width
widening
excavator
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
JP16176978A
Other languages
Japanese (ja)
Other versions
JPS5589533A (en
Inventor
Akyoshi Nojiri
Masaaki Fujitani
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP16176978A priority Critical patent/JPS5589533A/en
Publication of JPS5589533A publication Critical patent/JPS5589533A/en
Publication of JPS6122697B2 publication Critical patent/JPS6122697B2/ja
Granted legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 この発明は地下連続壁を施工するに際して使用
され、拡底、拡巾しうる掘削機に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an excavator that is used when constructing an underground continuous wall and is capable of expanding the bottom and width of the excavator.

地下連続壁を地下構造物の支持くいに兼用する
場合、地下連続壁の先端部分の支持力不足と建物
荷重を連続壁に伝達させるシヤーキーの施工の困
難さが問題となる。そしてその問題点を解決する
方法として地下連続壁の底部または中間部を拡巾
することが要求され、そのため従来の掘削機を拡
巾施工もできるように改良することが試みられて
いる。
When an underground continuous wall is used as a support pile for an underground structure, there are problems such as insufficient support at the end of the underground continuous wall and difficulty in constructing a shear key to transfer the building load to the continuous wall. As a way to solve this problem, it is required to widen the bottom or middle part of the underground continuous wall, and attempts have been made to improve conventional excavators so that they can also perform widening work.

この発明も拡底、拡巾しうる掘削機であり、以
下その詳細を図示した実施例によつて説明する。
This invention is also an excavator that can expand the bottom and width, and the details thereof will be explained below with reference to illustrated embodiments.

掘削機の本体1には複数の主カツター2が略直
列状に配され、それに掘削土砂は吸引パイプ3よ
り排出されるようになつている。
A plurality of main cutters 2 are arranged substantially in series in a main body 1 of the excavator, and excavated earth and sand are discharged from the main cutters 2 through a suction pipe 3.

拡巾カツター4は、主カツター2の両側に配置
されている。そして横軸によつて支承された回転
円筒体5の周囲に多数のビツトが突設されてい
る。またこの回転円筒体5はその内部に内蔵した
電動モーター7によつて駆動される。回転円筒体
5を支承する横軸8は本体1内に内蔵された油圧
シリンダー9のピストン先端に枢着されている。
この油圧シリンダー9の作動によつて本体1より
斜下方に押出すことにより拡巾カツター4を本体
1の巾より拡巾し、かつ主カツター2の先端と略
同位置まで回転円筒体5を降下させることができ
る。
The widening cutters 4 are arranged on both sides of the main cutter 2. A large number of bits are provided protruding around the rotating cylindrical body 5 supported by the horizontal axis. Further, this rotating cylindrical body 5 is driven by an electric motor 7 built therein. A horizontal shaft 8 supporting the rotating cylindrical body 5 is pivotally connected to the tip of a piston of a hydraulic cylinder 9 built in the main body 1.
By operating this hydraulic cylinder 9, the widening cutter 4 is pushed diagonally downward from the main cutter 1 to make it wider than the main cutter 1, and the rotating cylindrical body 5 is lowered to approximately the same position as the tip of the main cutter 2. can be done.

使用に際しては拡巾カツター4を本体1内に収
納した状態において主カツター2によつて巾W1
の溝を掘削する。拡巾するに際しては拡巾カツタ
ー4を、油圧シリンダー9の操作により本体1よ
り斜下方に押出し、巾W2の拡巾をなす。拡巾後
は拡巾カツター4を本体1内に収納して引上げ
る。
When in use, with the widening cutter 4 stored in the main body 1, the main cutter 2 is used to cut the width W 1.
excavate a trench. To widen the width, the width widening cutter 4 is pushed diagonally downward from the main body 1 by operating the hydraulic cylinder 9 to widen the width W2 . After widening, the widening cutter 4 is stored in the main body 1 and pulled up.

なお前記ピストンを通じて横向き(矢印で示
す)にジエツト水を噴出する高圧噴流水の吐出ノ
ズル10を設けることにより拡巾カツター4の掘
削能力を向上させることができる。
The digging ability of the wide cutter 4 can be improved by providing a high-pressure jet water discharge nozzle 10 that jets jet water laterally (indicated by an arrow) through the piston.

この発明は以上の構成からなり、拡巾カツター
は回転円筒体の周囲に多数のビツトが突設された
構成で一定巾の掘削が可能であり、機構も単純化
しうるので実用価値が大である。
This invention has the above-mentioned configuration, and the wide-width cutter has a configuration in which a large number of bits are protruded around the rotating cylindrical body, which enables excavation of a constant width, and the mechanism can be simplified, so it has great practical value. .

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

第1図は本体カバーを外した正面図、第2図は
縦断面図、第3図は掘削溝の断面図である。 1……掘削機本体、2……主カツター、3……
吸引パイプ、4……拡巾カツター、5……回転円
筒体、6……ビツト、7……電動モーター、8…
…横軸、9……油圧シリンダー、10……高圧噴
流水吐出ノズル。
FIG. 1 is a front view with the main body cover removed, FIG. 2 is a longitudinal sectional view, and FIG. 3 is a sectional view of the excavated groove. 1... Excavator body, 2... Main cutter, 3...
Suction pipe, 4... Expanding cutter, 5... Rotating cylindrical body, 6... Bit, 7... Electric motor, 8...
...Horizontal axis, 9...Hydraulic cylinder, 10...High pressure jet water discharge nozzle.

Claims (1)

【特許請求の範囲】[Claims] 1 主カツターとその両側に配置された拡巾カツ
ターとよりなり、拡巾カツターは横軸によつて支
承された回転円筒体の周囲に多数のビツトが突設
され、かつ掘削機本体より斜下方に押出し可能に
設けてあることを特徴とする掘削機。
1 Consists of a main cutter and widening cutters placed on both sides of the main cutter. An excavator characterized in that the excavator is configured to be able to extrude.
JP16176978A 1978-12-28 1978-12-28 Excavator Granted JPS5589533A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16176978A JPS5589533A (en) 1978-12-28 1978-12-28 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16176978A JPS5589533A (en) 1978-12-28 1978-12-28 Excavator

Publications (2)

Publication Number Publication Date
JPS5589533A JPS5589533A (en) 1980-07-07
JPS6122697B2 true JPS6122697B2 (en) 1986-06-02

Family

ID=15741542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16176978A Granted JPS5589533A (en) 1978-12-28 1978-12-28 Excavator

Country Status (1)

Country Link
JP (1) JPS5589533A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6239297A (en) * 1985-08-14 1987-02-20 株式会社 石塚研究所 High-efficiency inkstone

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6233791B1 (en) * 2017-04-20 2017-11-22 株式会社日本理水研 Excavation method and excavator for buried object exploration

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6239297A (en) * 1985-08-14 1987-02-20 株式会社 石塚研究所 High-efficiency inkstone

Also Published As

Publication number Publication date
JPS5589533A (en) 1980-07-07

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