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JPS6329074B2 - - Google Patents
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JPS6329074B2 - - Google Patents

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Publication number
JPS6329074B2
JPS6329074B2 JP23344183A JP23344183A JPS6329074B2 JP S6329074 B2 JPS6329074 B2 JP S6329074B2 JP 23344183 A JP23344183 A JP 23344183A JP 23344183 A JP23344183 A JP 23344183A JP S6329074 B2 JPS6329074 B2 JP S6329074B2
Authority
JP
Japan
Prior art keywords
opening
shutter
bucket
drilling
casing
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
JP23344183A
Other languages
Japanese (ja)
Other versions
JPS60126490A (en
Inventor
Minoru Seya
Hideo Katayama
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP23344183A priority Critical patent/JPS60126490A/en
Publication of JPS60126490A publication Critical patent/JPS60126490A/en
Publication of JPS6329074B2 publication Critical patent/JPS6329074B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、土木建築地下構築工事における立
孔などの掘削、特に場所コンクリート抗構築等の
ための削孔に用いられるバケツト型掘削器に関す
る。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a bucket-type excavator used for excavating vertical holes in civil engineering and construction underground construction work, particularly for excavating holes for site concrete reinforcement construction.

(従来例の構成と問題点) 土木建築における地下構築工事においては、大
深度の立孔を地中に掘削しなければならぬことが
多い。
(Conventional structure and problems) In underground construction work in civil engineering and construction, it is often necessary to excavate a large vertical hole underground.

特に場所コンクリート抗を構築する場合等は大
径、大深度の立孔をコンクリート打設に先立つて
削孔しなければならない。
Particularly when constructing concrete pits in situ, vertical holes of large diameter and great depth must be drilled prior to concrete pouring.

この場合、通常所要径を有する切削刃物(オー
ガ、ドリル等)を地中に押入して回転させ、土砂
を掘削する工法が用いられるが、掘削後の孔壁の
崩壊を防止するとともに土砂の切削、排出を円滑
ならしめるため、掘削孔内にベントナイト泥水を
注入する方法がとられている。
In this case, a method is usually used in which a cutting tool (auger, drill, etc.) with the required diameter is pushed into the ground and rotated to excavate the earth and sand. In order to smooth the discharge, a method is used in which bentonite mud is injected into the borehole.

ところが、この方法によるときは掘削土砂とと
もに排出されるベントナイト排水が河川、池沼等
に流入し、公害問題を惹起する。
However, when this method is used, bentonite wastewater discharged together with excavated soil flows into rivers, ponds, etc., causing pollution problems.

そこで、ベントナイト泥水を用いないで金属円
筒状のケーシングを地中に挿入して孔壁土砂の崩
壊を防止しながら該ケーシング内で切削刃物を回
転させて掘削を行う方法が行われている。
Therefore, a method has been used in which a metal cylindrical casing is inserted into the ground without using bentonite mud, and a cutting tool is rotated within the casing while preventing the collapse of the borehole wall earth and sand to perform excavation.

しかしながら、この場合は上記ケーシングを土
中に押入するのに多大の力を要する上、ケーシン
グの引抜きに際しても地下水等により泥状化した
土砂がケーシング外壁に粘着するため大きな引抜
力が必要であり、これらのための装置が甚だ大掛
りなものとなり大孔径、大深度の削孔においては
非常な困難を伴うのが実状である。
However, in this case, a large amount of force is required to push the casing into the soil, and when the casing is pulled out, a large pulling force is required because the earth and sand that has become muddy due to groundwater etc. sticks to the outer wall of the casing. The actual situation is that the equipment for these is extremely large-scale, and it is extremely difficult to drill holes with large diameters and deep holes.

さらに、これらいずれの従来工法の場合も、土
砂中に混つて削り取られる大粒の玉石、岩塊等の
排出が困難であり、このために特殊な手段を必要
とする。
Furthermore, in any of these conventional construction methods, it is difficult to remove large boulders, rock blocks, etc. that are mixed with the earth and sand and removed, and special means are required for this purpose.

(発明と関連する技術) 上記のような従来工法の問題点を解消し得る新
規な提案例として、地中に挿入された円筒状ケー
シング内に削孔バケツトを装入して回転させ、こ
の削孔バケツトの下端外周に沿つて設けた切削刃
物をケーシング下端縁より僅かに突出させて土砂
を掘削し、同時にケーシング内からバケツト内に
通じて水等の流体を循環させて土砂を排出する掘
削工法がある。
(Technology related to the invention) As an example of a new proposal that can solve the problems of the conventional method as described above, a drilling bucket is inserted into a cylindrical casing inserted into the ground and rotated. An excavation method in which a cutting tool installed along the outer circumference of the lower end of the hole bucket protrudes slightly from the lower edge of the casing to excavate the earth and sand, and at the same time circulates fluid such as water from inside the casing to the inside of the bucket to discharge the earth and sand. There is.

この提案例を第1図により説明すると、1は土
中に挿入された円筒状薄肉金属短管よりなるケー
シングであり、このケーシング内に金属製ドラム
型の削孔バケツト2が装入されている。
To explain this proposed example with reference to Fig. 1, 1 is a casing made of a short cylindrical thin-walled metal tube inserted into the soil, and a metal drum-shaped drilling bucket 2 is charged into this casing. .

削孔バケツト2上面には排出口2aが開口され
ているとともにこれに中空金属管よりなる回転ロ
ツド3が連結され、削孔バケツト底部の刃物取付
板2bの下面外周に沿つて複数の掘削刃物4が枢
着手段で取付けられている。
A discharge port 2a is opened on the top surface of the drilling bucket 2, and a rotary rod 3 made of a hollow metal tube is connected to this. are attached by pivoting means.

掘削刃物4は削孔バケツト2の正回転、逆回転
によりその刃先回転軌跡が拡縮し得る如く構成さ
れたもので、掘削時には図示の如くケーシング1
下端下方で刃先を拡大し、地上に設けた図示しな
い回転装置により回転ロツド3を回転させ、削孔
バケツト2を介して掘削刃物4を回転させて掘削
を行なう。
The drilling tool 4 is constructed so that its cutting edge rotation locus can be expanded or contracted by forward or reverse rotation of the drilling bucket 2, and when drilling, the casing 1 is
The cutting edge is enlarged below the lower end, the rotating rod 3 is rotated by a rotating device (not shown) provided on the ground, and the excavating blade 4 is rotated via the drilling bucket 2 to perform excavation.

ケーシング1内には図示しない循環水装置によ
り流体、例えば水が送り込まれ、矢印の如く流れ
てケーシング1とバケツト2のすき間から掘削刃
物4近傍に噴射され、刃先により切崩された土砂
は水流とともに上記バケツト底面の開口部(取入
口)からその削孔バケツト2内に吸い込まれ、排
出口2aから回転ロツド3内を通つて地上に排出
され、前記循環水装置によつて土砂を分離された
水が再びケーシング1に送入されて循環使用され
る。
A fluid, for example water, is fed into the casing 1 by a circulating water device (not shown), flows as shown by the arrow, and is injected from the gap between the casing 1 and the bucket 2 to the vicinity of the excavating tool 4, and the earth and sand cut down by the cutting edge is removed along with the water flow. Water is sucked into the drilled bucket 2 through the opening (intake) at the bottom of the bucket, is discharged to the ground through the outlet 2a through the rotary rod 3, and has the earth and sand separated by the circulating water system. is fed into the casing 1 again and used for circulation.

切り崩された土砂中の大粒の玉石、岩塊等は水
流により浮き上つて削孔バケツト2内に堆積す
る。
Large boulders, rock masses, etc. in the cut down earth and sand are floated up by the water flow and deposited in the drilling bucket 2.

玉石等が削孔バケツト2内に充満したら回転を
止めて削孔バケツト底部の開口部(取入口)を閉
鎖し、循環水流を停止させ、掘削刃物4の刃先を
縮少させて第2図に示すように削孔バケツト2を
ケーシング1内から引き上げ、玉石等を地上で排
出する。
When the drilling bucket 2 is filled with boulders, etc., the rotation is stopped, the opening (intake port) at the bottom of the drilling bucket is closed, the circulating water flow is stopped, and the cutting edge of the drilling tool 4 is reduced, as shown in Fig. 2. As shown, the drilling bucket 2 is pulled up from inside the casing 1, and cobbles and the like are discharged on the ground.

上記の如くしてケーシング1の下端下方で拡大
された掘削刃物4により土砂の切崩しが行われ、
ケーシング1は掘削刃物4の下降に引き続いて殆
ど自重で沈下して行く。
As described above, the earth and sand are cut down by the enlarged excavation blade 4 below the lower end of the casing 1,
Following the lowering of the excavating blade 4, the casing 1 sinks almost by its own weight.

削孔深度の増大に伴い、ケーシング1は継手1
aによつて上方に逐次継ぎ足し、回転ロツド3も
同様に継手3aによつて継ぎ足される。
As the drilling depth increases, the casing 1 becomes the joint 1.
The rotating rod 3 is also added to the upper part by the joint 3a in the same way.

上記のようにして所要深度まで削孔を行なう
が、本工法によればケーシングによつて土砂の崩
壊を防ぐのでベントナイト泥水を使用する必要が
なく、またケーシング外面と孔壁との摩擦抵抗が
小さいからケーシングの挿入、引抜がきわめて容
易となる。
The hole is drilled to the required depth as described above, but according to this method, the casing prevents the collapse of the earth and sand, so there is no need to use bentonite slurry, and the frictional resistance between the outer surface of the casing and the hole wall is small. It is extremely easy to insert and pull out the casing.

(発明の構成) 本発明に係るバケツト型掘削器は上記掘削工法
の実施に用いることができるもので、上面に排出
口、底面に開口部を有するとともに底部外周縁に
は掘削刃物が備えられた削孔バケツトと、該掘削
バケツトの該開口部を開閉するための屈曲自在な
シヤツターと、該シヤツターを開閉するための流
体圧シリンダーによる伸縮型の開閉操作機構とよ
りなり、上記シヤツターは削孔バケツトの底面か
らその内側面にわたるシヤツターガイドを介して
移動自在に支持され、削孔バケツト内に内装され
た上記開閉操作機構とシヤツターとが相互に連結
されていることを特徴としている。
(Structure of the Invention) The bucket-type excavator according to the present invention can be used to carry out the above-mentioned excavation method, and has a discharge port on the top surface and an opening on the bottom surface, and is equipped with a digging cutter on the outer periphery of the bottom. The shutter consists of a drilling bucket, a flexible shutter for opening and closing the opening of the drilling bucket, and a telescopic opening/closing mechanism using a fluid pressure cylinder for opening and closing the shutter. The shutter is movably supported via a shutter guide extending from the bottom surface to the inner surface thereof, and is characterized in that the opening/closing operation mechanism and the shutter, which are housed inside the drilling bucket, are interconnected.

(実施例の説明) 以下、本発明の構成の詳細を図面に示した実施
例に基づいて説明する。
(Description of Embodiments) Hereinafter, details of the configuration of the present invention will be described based on embodiments shown in the drawings.

第3図,第4図および第5図は本発明のバケツ
ト型掘削器の1実施例を示したもので、第3図は
正面縦断面図、第4図は側縦断面図、第5図は第
3図のA―A視断面図である。
3, 4, and 5 show an embodiment of the bucket excavator of the present invention, in which FIG. 3 is a front longitudinal sectional view, FIG. 4 is a side longitudinal sectional view, and FIG. is a sectional view taken along line AA in FIG. 3;

2は削孔バケツトで、これは回転ロツド3と連
結される上面に排出口2aを有し、下面に掘削刃
物4を備えた刃物取付板2bとを有している。
Reference numeral 2 denotes a drilling bucket, which has a discharge port 2a on the upper surface connected to the rotary rod 3, and a cutter mounting plate 2b provided with the drilling cutter 4 on the lower surface.

削孔バケツト2の底面には、方形状をなす取入
用の開口部5が設けられている。
A rectangular intake opening 5 is provided at the bottom of the hole-drilling bucket 2.

6は互いに平行した2列の溝をもつシヤツタガ
イドである。
6 is a shutter guide having two rows of grooves parallel to each other.

シヤツターガイド6は、前記開口部5に沿つた
水平部分6aと、水平部分6aに連続して立ち上
る円弧状部分6bと、円弧状部分6bの上端に連
続する垂直部分6cとからなる。
The shutter guide 6 is composed of a horizontal portion 6a along the opening 5, an arcuate portion 6b rising continuously from the horizontal portion 6a, and a vertical portion 6c continuing from the upper end of the arcuate portion 6b.

7はシヤツターで、帯状金属板で形成した多数
のスラツトを組み合わせて構成したものであり、
一般に倉庫、車庫、店舗等に建築用材として用い
られるものと同様の公知の構造のものである。
7 is a shutter, which is constructed by combining a number of slats formed from band-shaped metal plates.
It is of a known structure similar to that generally used as a building material for warehouses, garages, stores, etc.

シヤツター7のスラツト両側縁部は、前記シヤ
ツターガイド6に摺動可能に支持されている。8
は油圧式あるいは空圧式の流体圧シリンダーから
なる開閉操作機構であり、これには図示しない配
管系を介して駆動源が接続される。
Both side edges of the slat of the shutter 7 are slidably supported by the shutter guide 6. 8
is an opening/closing operation mechanism consisting of a hydraulic or pneumatic fluid pressure cylinder, to which a drive source is connected via a piping system (not shown).

開閉操作機構8は図示の如く、削孔バケツト2
内の一側部に軸方向を垂直に配置されている。
As shown in the figure, the opening/closing operation mechanism 8 is connected to a drilling bucket 2.
The axial direction is arranged perpendicularly on one side of the inside.

9は開閉操作機構8のシリンダーに嵌挿されて
上下動するロツドで、その先端部が前記シヤツタ
ー7の最上端のスラツトに取り付けられており、
その上下動によりシヤツター7を引き上げまた押
し下げるものである。
9 is a rod that is fitted into the cylinder of the opening/closing operation mechanism 8 and moves up and down, the tip of which is attached to the slat at the top end of the shutter 7;
The shutter 7 is pulled up and down by its vertical movement.

本発明のバケツト型掘削器は上記の如く、掘削
バケツト2の開口部5に臨ませてシヤツター7を
装備し、これをシヤツターガイド6と開閉操作機
構8とで開閉せしめる如く構成したものである。
As described above, the bucket type excavator of the present invention is equipped with a shutter 7 facing the opening 5 of the excavating bucket 2, and is configured to be opened and closed by the shutter guide 6 and the opening/closing operation mechanism 8. .

既述の掘削工法において大粒の玉石等により削
孔バケツト2内が充満されるバケツト引き上げ
時、開閉操作機構8を作動させ、シヤツター7を
シヤツターガイド6に沿つて押し下げることによ
つて開口部5を閉鎖する。
In the above-described excavation method, when pulling up the drilling bucket 2, which is filled with large boulders, etc., the opening 5 is opened by activating the opening/closing operation mechanism 8 and pushing down the shutter 7 along the shutter guide 6. will be closed.

第3図は閉鎖途中の状態を示しており、シヤツ
ター7は矢印Aの方向に移動する。
FIG. 3 shows a state in the middle of closing, and the shutter 7 moves in the direction of arrow A.

掘削開始に当り、土砂取入れのため開口部5を
開こうとする場合は、上記と逆にロツド9を上方
に作動せしめ、シヤツター7を引き上げてやれば
よい。
When opening the opening 5 to take in earth and sand at the start of excavation, the rod 9 can be operated upward in the opposite manner to the above, and the shutter 7 can be pulled up.

(発明の効果) 以上の説明の如く、本発明のバケツト型掘削器
は掘削時、開口部を開放しておくことにより土砂
削孔バケツト内に取り込んでこれを排土側へ転送
でき、また、大粒の玉石等は削孔バケツト内が充
満されるまでこれを取り込むことができ、該バケ
ツト内が充満された後はシヤツターにより開口部
を閉じて玉石等の排出作業を合理的に行なうこと
ができる。
(Effects of the Invention) As described above, the bucket-type excavator of the present invention allows soil to be taken into the bucket of the excavation hole and transferred to the soil discharge side by keeping the opening open during excavation. Large grains of boulders, etc. can be taken in until the inside of the drilling bucket is filled, and after the bucket is filled, the opening can be closed with a shutter and the work of discharging the boulders, etc. can be carried out rationally. .

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

第1図および第2図は本発明を適用する掘削工
法の説明図、第3図は本発明のバケツト型掘削器
の1実施例の正面縦断面図、第4図はその側縦断
面図、第5図は第3図のA―A視断面図である。 2…削孔バケツト、2a…排出口、4…掘削刃
物、5…開口部、6…シヤツターガイド、7…シ
ヤツター、8…開閉操作機構。
1 and 2 are explanatory diagrams of the excavation method to which the present invention is applied, FIG. 3 is a front vertical cross-sectional view of one embodiment of the bucket-type excavator of the present invention, and FIG. 4 is a side vertical cross-sectional view thereof. FIG. 5 is a sectional view taken along line AA in FIG. 3. 2...Drilling bucket, 2a...Discharge port, 4...Drilling tool, 5...Opening part, 6...Shutter guide, 7...Shutter, 8...Opening/closing operation mechanism.

Claims (1)

【特許請求の範囲】[Claims] 1 上面に排出口、底面に開口部を有するととも
に底部外周縁には掘削刃物が備えられた削孔バケ
ツトと、該削孔バケツトの開口部を開閉するため
の屈曲自在なシヤツターと、該シヤツターを開閉
するための流体圧シリンダーによる伸縮型の開閉
操作機構とよりなり、上記シヤツターは、削孔バ
ケツトの底面からその内側面にわたるシヤツター
ガイドを介して移動自在に支持され、削孔バケツ
ト内に内装された上記開閉操作機構とシヤツター
とが相互に連結されていることを特徴とするバケ
ツト型掘削器。
1. A drilling bucket having a discharge port on the top surface, an opening on the bottom surface, and a drilling cutter on the outer periphery of the bottom, a bendable shutter for opening and closing the opening of the drilling bucket, and the shutter. It consists of a telescopic opening/closing operation mechanism using a hydraulic cylinder for opening and closing, and the shutter is movably supported via a shutter guide that extends from the bottom of the drilling bucket to its inner surface, and is installed inside the drilling bucket. A bucket-type excavator, characterized in that the above-mentioned opening/closing operation mechanism and a shutter are interconnected.
JP23344183A 1983-12-10 1983-12-10 Packet type drill Granted JPS60126490A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23344183A JPS60126490A (en) 1983-12-10 1983-12-10 Packet type drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23344183A JPS60126490A (en) 1983-12-10 1983-12-10 Packet type drill

Publications (2)

Publication Number Publication Date
JPS60126490A JPS60126490A (en) 1985-07-05
JPS6329074B2 true JPS6329074B2 (en) 1988-06-10

Family

ID=16955087

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23344183A Granted JPS60126490A (en) 1983-12-10 1983-12-10 Packet type drill

Country Status (1)

Country Link
JP (1) JPS60126490A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04292753A (en) * 1991-03-18 1992-10-16 Mitsubishi Heavy Ind Ltd Adsorption type cooling device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04292753A (en) * 1991-03-18 1992-10-16 Mitsubishi Heavy Ind Ltd Adsorption type cooling device

Also Published As

Publication number Publication date
JPS60126490A (en) 1985-07-05

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