JPH0424332A - Ditch excavating method and bucket used for this method - Google Patents

Ditch excavating method and bucket used for this method

Info

Publication number
JPH0424332A
JPH0424332A JP12826490A JP12826490A JPH0424332A JP H0424332 A JPH0424332 A JP H0424332A JP 12826490 A JP12826490 A JP 12826490A JP 12826490 A JP12826490 A JP 12826490A JP H0424332 A JPH0424332 A JP H0424332A
Authority
JP
Japan
Prior art keywords
bucket
side wall
trench
wall
relatively 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.)
Pending
Application number
JP12826490A
Other languages
Japanese (ja)
Inventor
Yasumasa Ono
大野 泰正
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.)
ONO KENSETSU KK
Original Assignee
ONO KENSETSU KK
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 ONO KENSETSU KK filed Critical ONO KENSETSU KK
Priority to JP12826490A priority Critical patent/JPH0424332A/en
Publication of JPH0424332A publication Critical patent/JPH0424332A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To improve the working efficiency by providing a V-shape scraping blade on the side wall of a truncated pyramid form bucket container with a relatively small volume, and installing it to a working machine such as a back hoe. CONSTITUTION:At the side wall 1b of a truncated pyramid form bucket container 1 of a relatively small volume, a V-shape scraping blade 2 is provided. Then the bucket container 1 is installed to an excavation arm B of an excavation machine A such as a back hoe. And, a ditch D is excavated by scraping the side wall D1 with the scraping blade 2, while digging down gradually with the bucket container 1. Consequently, a ditch can be excavated efficiently and safely.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は特に湿地帯など埋立地の溝掘削に好適な工法と
これに用いるバケットに関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention particularly relates to a method suitable for excavating trenches in reclaimed land such as wetlands, and a bucket used therein.

(従来の技術) 干拓地などを農地に造成するような場合、湿地や泥滓地
に一定断面形状の排水溝(例えば深さ1m〜2mの台形
断面の溝)を掘削する必要があるが、斯かる作業を能率
的に行うさいはバックホなどの掘削作業機を使用して行
っている。
(Conventional technology) When creating agricultural land such as reclaimed land, it is necessary to excavate a drainage ditch with a constant cross-section (for example, a trapezoidal cross-section trench with a depth of 1 m to 2 m) in wetlands or muddy areas. Excavation machines such as backhoes are used to efficiently carry out such work.

(発明が解決しようとする課題) 上記在来手段によるときは掘削アームに装着したバケッ
トが粘った土にへばり付いた状態となって作業に大きな
動力を要するばかりでなく、場合によってはバケットを
引き上げるさいバケットが持ち上がらずにバックホー本
体が転倒する傾向となることがあり、また前記バケット
のみによる排土では土が軟らか過ぎて奇麗な溝断面形状
が得られず手直しを加える必要があることなどから作業
の円滑な進捗が図れないという問題がある。
(Problems to be Solved by the Invention) When using the above conventional means, the bucket attached to the excavation arm is stuck to the sticky soil, which not only requires a large amount of power for the work, but also requires the bucket to be moved in some cases. When pulling up soil, the bucket may not lift and the backhoe body tends to fall over.Also, soil removal using only the bucket is too soft and it is not possible to obtain a beautiful groove cross-sectional shape, which requires modification. There is a problem that smooth progress of work cannot be achieved.

本発明は上記の如き問題点を好適に解消することのでき
る溝掘削工法とこれに用いるバケットを提供せんとする
ものである。
The present invention aims to provide a trench excavation method that can suitably solve the above-mentioned problems, and a bucket used therein.

(課題を解決するための手段) 本発明の溝掘削工法は前壁、側壁、後壁及び底壁からな
る概ね角錐台形の比較的小容積の容器を形成すると共に
側壁からは土掻き削り翼を何方へ逆八形状に張出させて
なるバケットを掘削作業機の掘削アームに装着し、該バ
ケットの排土操作で任意な一定深さの溝になすこと特徴
とする。
(Means for Solving the Problems) The trench excavation method of the present invention forms a generally truncated pyramid-shaped container with a relatively small volume consisting of a front wall, side walls, rear wall, and bottom wall, and a soil scraping blade is installed from the side wall. A bucket extending in an inverted eight shape in any direction is attached to an excavating arm of an excavating machine, and a groove of an arbitrary constant depth is formed by the soil removal operation of the bucket.

(作用) バケットは概ね角錐台形の比較的小容積のものであるこ
とから排土操作が容品であり、また両側方に設けた逆賊
字状土掻き削り翼の作用で適宜希望する深さの溝が適確
に掘削されるものとなる。
(Function) Since the bucket is generally truncated pyramid-shaped and has a relatively small volume, the soil removal operation is easy, and the action of the inverted cross-shaped soil scraping blades provided on both sides allows the bucket to be adjusted to the desired depth. The trench will be excavated properly.

(実施例) 以下、本発明の具体的な実施例を図面に基づいて詳細に
説明する。
(Example) Hereinafter, specific examples of the present invention will be described in detail based on the drawings.

第1図は本発明に係るバケットの正面図、第2図は後方
から見た斜視図である。
FIG. 1 is a front view of a bucket according to the present invention, and FIG. 2 is a perspective view of the bucket seen from the rear.

図に於いて、1は概ね角錐台形となしたバケット用容器
で前壁1a、側壁1b、lb、後壁1c及び底壁1dか
らなり、前壁1aは底壁1dに近づくほど中挟となし、
また側壁1b、1bは前壁laとの結合個所に近い個所
pで前壁1aの各側部に沿わせて屈曲させである。しか
して該容積割合は比較的小容積のもの、例えば上部開口
の前部中aが400 cm、後部中すが160 cm、
前後壁闇路Hcが70cm、また容器深さdが80cm
程度となされる。このさい前壁1aや側壁1b1bは硬
質材料で形成し、且つその端縁は先鋭となすのが好まし
く、また側壁1b、1bの傾斜角θは掘削すべき溝の側
壁傾斜に合致させるようになす。
In the figure, 1 is a bucket container approximately shaped like a truncated pyramid, and is composed of a front wall 1a, side walls 1b, lb, a rear wall 1c, and a bottom wall 1d. ,
Further, the side walls 1b, 1b are bent along each side of the front wall 1a at a point p near the joining point with the front wall la. However, the volume ratio is relatively small, for example, the front part of the upper opening is 400 cm, the rear part is 160 cm,
Front and rear walls dark path Hc is 70cm, and container depth d is 80cm.
It is done to a certain extent. In this case, it is preferable that the front wall 1a and the side walls 1b and 1b be made of a hard material and have sharp edges, and the inclination angle θ of the side walls 1b and 1b should match the inclination of the side walls of the trench to be excavated. .

2及び2は板部材からなる土掻き削り翼で掘削すべき溝
の側壁傾斜に沿わせるべく前記側壁1b1bから各側方
へ逆八形状に張出させると共にその固定を強固となすた
め支持部材3.3を斜設し且つこれと該土掻き削り翼2
.2との間を連結部材4・・・で結合させるようになす
、該土掻き削り翼2.2は硬質材料で形成すると共にそ
の前縁は先鋭となすのであり、またその寸法は例えば巾
eが20cm、長さlが350 cmなどとなされる。
2 and 2 are earth scraping blades made of plate members, and are extended from the side wall 1b1b to each side in an inverted eight shape in order to follow the slope of the side wall of the trench to be excavated, and a supporting member 3 is used to firmly fix the blades. .3 is installed diagonally, and this and the soil scraping blade 2
.. The soil scraping blade 2.2, which is connected to the earth scraping blade 2.2 by a connecting member 4, is made of a hard material and has a sharp leading edge, and its dimensions are, for example, a width e. is 20 cm, length l is 350 cm, etc.

5及び5は透孔5aの設けられた係着片で前記後壁1c
の背面に固着させてなり、バックボーやパワーショベル
などの掘削作業機の掘削アームに装着するためのもので
ある。
5 and 5 are fastening pieces provided with a through hole 5a, and are attached to the rear wall 1c.
It is fixed to the back of the machine and is intended to be attached to the digging arm of excavating machines such as backbows and power shovels.

次に上記バケットを使用して湿地や泥津地に溝を掘削す
るさいの施工例を説明する。
Next, an example of construction in which the above-mentioned bucket is used to excavate a trench in a wetland or muddy area will be explained.

先づ第3図に示すようにバックホーへの掘削アームBに
係着片5.5を介してバケットを装着させる。また掘削
すべき溝りの深さを表示するものとして土掻き削り翼2
の相当位置に予め適当な目印Eを付しておく、なおバッ
クホーAの走行装置には必要に応じて湿地での走行性に
優れる三角履板Cを使用する。
First, as shown in FIG. 3, a bucket is attached to the excavation arm B of the backhoe via the attachment piece 5.5. In addition, the soil scraping blade 2 is used to display the depth of the trench to be excavated.
A suitable mark E is attached in advance at a corresponding position. Triangular track shoes C, which are excellent in running performance in wetlands, are used for the running device of the backhoe A, if necessary.

しかる後、バックホーAを運転し、バケットにより排土
しながら溝りを掘削する。即ち、バックホーAを必要に
応じ前後移動させつつ、バケットを第4図の二点鎖線m
1〜m3で示す如く溝掘削計画位置の真上から下方へ段
階的に変位させて順次堀り下げるように実施する。
After that, backhoe A is operated and a trench is excavated while removing soil with a bucket. That is, while moving the backhoe A back and forth as necessary, move the bucket along the two-dot chain line m in FIG.
As shown by 1 to m3, the trench is excavated in a stepwise manner from directly above the planned trench position downward.

該作業に於いて溝底の土を播き上げるさいはバケットを
溝底まで降下させたのち第5図(a)及び(b)に示す
ような姿勢となして溝りに沿った矢印方向fへ移動させ
るようになすのであり、これにより容JS1.Q前壁1
a及び―壁1b、1bは矢印方向f即ちバケットの移動
方向に対し斜状となってその下方個所p1或いは側方個
所p2に逃げが形成され、容器1と土の粘着が抑制され
るのである。またこの一方では土掻き削り翼2.2が溝
りの側壁D1、D1個所をその前縁で掻き削るのであり
、掻き削られた土は溝りの側壁D1、Dlを伝って溝底
まで落下され、該落下した土はいずれは容器1で溝り外
へ排出されるものとなり、他方掻き削られた後の側壁D
1、Dlは土掻き削り翼2.2のごて作用により平坦な
仕上がり面となされる。
In this work, when sowing soil at the bottom of a trench, the bucket is lowered to the bottom of the trench, and then placed in the position shown in Figure 5 (a) and (b) in the direction of the arrow f along the trench. This allows the robot to move. Q front wall 1
The walls 1b and 1b are inclined in the direction of the arrow f, that is, in the direction of movement of the bucket, and a relief is formed at the lower part p1 or the side part p2, and the adhesion between the container 1 and the soil is suppressed. . On the other hand, the soil scraping blade 2.2 scrapes the side walls D1, D1 of the trench with its leading edge, and the scraped soil falls along the side walls D1, D1 of the trench to the bottom of the trench. The fallen soil will eventually be discharged to the outside of the trench in the container 1, and on the other hand, the soil will be removed from the side wall D after being scraped.
1. Dl is made into a flat finished surface by the trowel action of the soil scraping blade 2.2.

しかして溝りが一定深さに達すると、前記目印Eが地表
面と一致するものとなるが、運転者はこれを目視して溝
深さが計画値に達したことを判断し次なる位置を掘削す
るようになす。
When the groove reaches a certain depth, the mark E will coincide with the ground surface, but the driver visually determines that the groove depth has reached the planned value and moves to the next position. Like drilling.

(発明の効果) 本発明によれば上述の如く比較的小容積のバケットで適
宜希望する大きな溝の掘削を自由に可能となすものであ
って所要動力も少なくてすみ、また掘削作業機の安定性
が害されるようなことも解消されるのであり、合理的且
つ能率的な作業を遂行することができるものとなる。
(Effects of the Invention) As described above, according to the present invention, it is possible to freely excavate a large trench as desired with a bucket of relatively small volume, the required power is small, and the excavating machine is stable. This also eliminates the possibility of harm to one's sexuality, and allows one to perform work rationally and efficiently.

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

第1図は本発明に係るバケットの正面図、第2図は同バ
ケットを後方から見た斜視図、第3図は作業の状況を示
す図、第4図は掘削の進行過程を示す説明図、第5図は
溝底の±を掻き上げるさいの説明図で(a)は側面から
見た図そして(b)は上方から見た図である。 A・・・バックホー、B・・・掘削アーム、1・・容器
、1a・・・前壁、1b・・・側壁、IC・・・後壁、
1d・・・底壁、2・・・掻き削り翼。 出 願 人  大野建設株式会社 代 理 人  弁理士 忰熊弘稔
Fig. 1 is a front view of the bucket according to the present invention, Fig. 2 is a perspective view of the bucket seen from the rear, Fig. 3 is a diagram showing the working situation, and Fig. 4 is an explanatory diagram showing the progress of excavation. , FIG. 5 is an explanatory diagram of the process of raking up the ± of the groove bottom, (a) is a view seen from the side, and (b) is a view seen from above. A...Backhoe, B...Drilling arm, 1...Container, 1a...Front wall, 1b...Side wall, IC...Rear wall,
1d...Bottom wall, 2...Scraped wing. Applicant Ohno Construction Co., Ltd. Agent Patent attorney Hiromoshi Okuma

Claims (2)

【特許請求の範囲】[Claims] (1)前壁、側壁、後壁及び底壁からなる角錐台形の比
較的小容積の容器を形成すると共に側壁からは掻き削り
翼を側方へ逆八形状に張出させて形成したバケットをバ
ックホーなどの掘削作業機の掘削アームに装着し、該バ
ケットの排土操作で任意な一定深さの溝になすこと特徴
とする溝掘削工法。
(1) A truncated pyramid-shaped container with a relatively small volume is formed by a front wall, a side wall, a rear wall, and a bottom wall, and a bucket is formed by extending scraping blades laterally in an inverted eight shape from the side wall. A trench excavation method characterized in that the bucket is attached to the excavation arm of an excavation machine such as a backhoe, and a trench of a given constant depth is formed by the soil removal operation of the bucket.
(2)前壁、側壁、後壁及び底壁からなる角錐台形の比
較的小容積の容器を形成すると共に側壁からは掻き削り
翼を側方へ逆八形状に張出させたことを特徴とする溝掘
削に用いるバケット。
(2) A truncated pyramid-shaped container with a relatively small volume is formed by a front wall, a side wall, a rear wall, and a bottom wall, and scraped blades are extended laterally from the side wall in an inverted eight shape. A bucket used for digging trenches.
JP12826490A 1990-05-17 1990-05-17 Ditch excavating method and bucket used for this method Pending JPH0424332A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12826490A JPH0424332A (en) 1990-05-17 1990-05-17 Ditch excavating method and bucket used for this method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12826490A JPH0424332A (en) 1990-05-17 1990-05-17 Ditch excavating method and bucket used for this method

Publications (1)

Publication Number Publication Date
JPH0424332A true JPH0424332A (en) 1992-01-28

Family

ID=14980542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12826490A Pending JPH0424332A (en) 1990-05-17 1990-05-17 Ditch excavating method and bucket used for this method

Country Status (1)

Country Link
JP (1) JPH0424332A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07331692A (en) * 1994-06-10 1995-12-19 ▲吉▼田 安孝 Bucket of excavation machine
US7992329B2 (en) * 2003-01-23 2011-08-09 Horton Lee A Single pointed ripper bucket excavation tool
KR101371334B1 (en) * 2011-11-23 2014-03-10 정일성 Earthwork equipment of furrow
IT201700002086A1 (en) * 2017-01-10 2018-07-10 Fael Spa Means of digging trench ducts
CN112554260A (en) * 2020-12-27 2021-03-26 郑素花 Water conservancy groover

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4850502A (en) * 1971-10-25 1973-07-17
JPS4922403A (en) * 1972-06-21 1974-02-27

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4850502A (en) * 1971-10-25 1973-07-17
JPS4922403A (en) * 1972-06-21 1974-02-27

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07331692A (en) * 1994-06-10 1995-12-19 ▲吉▼田 安孝 Bucket of excavation machine
US7992329B2 (en) * 2003-01-23 2011-08-09 Horton Lee A Single pointed ripper bucket excavation tool
KR101371334B1 (en) * 2011-11-23 2014-03-10 정일성 Earthwork equipment of furrow
IT201700002086A1 (en) * 2017-01-10 2018-07-10 Fael Spa Means of digging trench ducts
CN112554260A (en) * 2020-12-27 2021-03-26 郑素花 Water conservancy groover
CN112554260B (en) * 2020-12-27 2022-08-09 郑素花 Water conservancy groover

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