JP2813836B2 - Caisson drilling rig - Google Patents

Caisson drilling rig

Info

Publication number
JP2813836B2
JP2813836B2 JP23284090A JP23284090A JP2813836B2 JP 2813836 B2 JP2813836 B2 JP 2813836B2 JP 23284090 A JP23284090 A JP 23284090A JP 23284090 A JP23284090 A JP 23284090A JP 2813836 B2 JP2813836 B2 JP 2813836B2
Authority
JP
Japan
Prior art keywords
caisson
cylinder
excavator
passage
sand
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 - Lifetime
Application number
JP23284090A
Other languages
Japanese (ja)
Other versions
JPH04115026A (en
Inventor
久 三浦
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
Original Assignee
Taisei 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 filed Critical Taisei Corp
Priority to JP23284090A priority Critical patent/JP2813836B2/en
Publication of JPH04115026A publication Critical patent/JPH04115026A/en
Application granted granted Critical
Publication of JP2813836B2 publication Critical patent/JP2813836B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は、ケーソン内部を掘削する掘削装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to an excavator for excavating the inside of a caisson.

<従来の技術> ケーソンの内部を掘削する場合に、地盤の土砂を流動
化して泥水とともに吸引する機構が存在する。
<Prior Art> When excavating the inside of a caisson, there is a mechanism that fluidizes soil and sucks it together with muddy water.

あるいは泥水を使用せず、クラブを落下させてその衝
撃で地盤の掘削を行う機構も存在する。
Alternatively, there is also a mechanism in which a club is dropped without using muddy water and the ground is excavated by the impact.

<本発明が解決しようとする問題点> 前者の装置では排土がすべて泥水であるためにその処
理に専用の装置が必要となり、しかも地盤が堅くなると
掘削が困難になるといった問題があった。
<Problems to be Solved by the Present Invention> In the former device, since all of the discharged soil is muddy water, a dedicated device is required for the treatment, and there is a problem that it becomes difficult to excavate when the ground becomes hard.

後者の装置では泥水処理の問題はないが、グラブが自
然落下する範囲しか掘削できず、特に刃口の下部分の掘
削はできない。
The latter device does not have the problem of muddy water treatment, but can only excavate the area where the grab falls naturally, especially in the lower part of the cutting edge.

そのために重量のある鋼棒を上部から吊り降ろして刃
口の下に打ち込む方法も採用されているが、深い地下で
の作業であるからきわめて能率の悪いものであった。
For this purpose, a method of hanging a heavy steel bar from the top and driving it under the cutting edge has been adopted, but it is extremely inefficient because it is a deep underground operation.

<本発明の目的> 本発明はこのような問題を改善するためになされたも
ので、泥水を使用せず、しかも効率良く刃口の下部分を
含めて掘削を行うことのできる掘削装置を提供すること
を目的とする。
<Object of the present invention> The present invention has been made in order to solve such a problem, and provides an excavating device that can efficiently excavate including a lower portion of a cutting edge without using muddy water. The purpose is to do.

さらに本発明は従来は作業員の勘に頼りがちであった
ケーソンの掘削作業を自動化することのできる掘削装置
を提供することを目的とする。
A further object of the present invention is to provide an excavator capable of automating a caisson excavation operation which has conventionally tended to rely on the intuition of an operator.

<問題点を解決するための手段> すなわち本発明は、ケーソンの底部の掘削土砂を、ケ
ーソン上部から吊ったつかみ具で引き揚げて排土する構
造の装置であって、ケーソン内部には垂直方向の筒体を
土砂つかみ具の通路として位置させ、この通路筒の周囲
には水平方向に伸縮可能な水平脚を張り出し、通路筒の
下部には、通路筒の外周を移動可能でかつケーソンの底
部分の地盤を掘削可能な掘削機を配置して構成した、ケ
ーソン掘削装置である。
<Means for Solving the Problems> That is, the present invention is an apparatus having a structure in which excavated earth and sand at the bottom of a caisson is lifted up by a gripper suspended from the upper part of the caisson and discharged, and the caisson has a vertical interior. The tubular body is positioned as a passage for the earth and sand gripper, and a horizontal leg that can extend and contract in the horizontal direction extends around the periphery of the passage cylinder. Is a caisson excavator, which is configured by arranging an excavator capable of excavating the ground.

<本発明の説明> 以下本発明を詳細に説明する。<Description of the Present Invention> Hereinafter, the present invention will be described in detail.

<イ>全体の構成 本発明の掘削装置は、ケーソン1の底部の掘削土砂
を、ケーソン1上部から吊ったつかみ具2で引き揚げて
排土する構造の装置である。
<A> Overall Configuration The excavator of the present invention is an apparatus having a structure in which excavated earth and sand at the bottom of the caisson 1 is pulled up by the gripper 2 suspended from above the caisson 1 and discharged.

<ロ>つかみ具通路 ケーソン1の内部の下方には筒体を、つかみ具通路筒
3として配置する。
<B> Gripping tool passage A cylindrical body is disposed below the caisson 1 as a grasping tool passage tube 3.

この通路筒3はケーソン1に固定したものではなく、
ケーソン1内部から地上に引き揚げることも可能であ
る。
This passage tube 3 is not fixed to the caisson 1,
It is also possible to withdraw from the caisson 1 to the ground.

そのために通路筒3の周囲には水平方向に伸縮可能な
水平脚31を、円周方向に向けて上下二段に張り出す。
For this purpose, horizontal legs 31 which can be expanded and contracted in the horizontal direction are protruded around the passage tube 3 in two stages in the circumferential direction.

そして複数の水平脚31の内の少なくとも1本は伸縮自
在に構成し、常に通路筒3が平面的にケーソン1の中心
に位置し得るように構成する。
At least one of the plurality of horizontal legs 31 is configured to be extendable and contractable so that the passage tube 3 can always be positioned at the center of the caisson 1 in a planar manner.

そうすれば通路筒3はケーソン1の内部に反力を取っ
てその位置を支持することができる。
Then, the passage cylinder 3 can support its position by taking a reaction force inside the caisson 1.

なお通路筒3の上端は上側に向けてラッパ状に拡大さ
せ、つかみ具2との衝突を避ける構成とする。
The upper end of the passage tube 3 is expanded in a trumpet shape toward the upper side so as to avoid collision with the gripper 2.

<ハ>昇降筒 通路筒3の下部の外周には、昇降自在の筒体を昇降筒
5として設ける。
<C> Elevating Cylinder A vertically movable cylinder is provided as an elevating cylinder 5 on the outer periphery of the lower part of the passage cylinder 3.

この昇降筒5と、通路筒との間には複数本の垂直ジャ
ッキ42を配置し、この垂直ジャッキ42の伸縮によって、
昇降筒5が通路筒3の外周に沿って上下移動しうるよう
に構成する。
A plurality of vertical jacks 42 are arranged between the elevating cylinder 5 and the passage cylinder.
The lifting cylinder 5 is configured to be able to move up and down along the outer periphery of the passage cylinder 3.

<ニ>回転筒 さらに昇降筒5の下部外周には回転筒6を回転自在に
取り付ける。
<D> Rotating cylinder A rotating cylinder 6 is rotatably mounted on the outer periphery of the lower part of the elevating cylinder 5.

そのために、例えば第3図に示すように昇降筒5の下
端の外周にはギヤ51を突設する。
For this purpose, for example, as shown in FIG.

一方回転筒6は、このギヤ51の周囲を包囲する状態で
設置し、回転筒6内の駆動ギヤ61と、昇降筒5下端のギ
ヤ51とを噛み合う位置に配置する。
On the other hand, the rotary cylinder 6 is installed so as to surround the periphery of the gear 51, and is arranged at a position where the drive gear 61 in the rotary cylinder 6 and the gear 51 at the lower end of the elevating cylinder 5 mesh with each other.

すると回転筒6に設けたモータ62の駆動によって、ギ
ヤ51、61が噛み合い回転筒6が昇降筒5の周囲を回転す
る。
Then, the gears 51 and 61 mesh with each other and the rotating cylinder 6 rotates around the elevating cylinder 5 by the driving of the motor 62 provided on the rotating cylinder 6.

この回転筒6の下端も下向きにラッパ状に広げ、掘削
ようのつかみ具2の衝突を避ける。
The lower end of the rotary cylinder 6 is also spread downward in a trumpet shape to avoid collision of the gripper 2 for excavation.

<ホ>掘削機 この回転筒6の外部には掘削機4の基端を取り付け
る。
<E> Excavator The base end of the excavator 4 is attached to the outside of the rotary cylinder 6.

掘削機4と回転筒6との間にはジャッキを取り付け、
このジャッキの伸縮によって掘削機4の角度を変えるこ
とができる。
A jack is attached between the excavator 4 and the rotary cylinder 6,
The angle of the excavator 4 can be changed by the expansion and contraction of the jack.

前記したように回転筒6と通路筒3とは回転自在であ
るだけでなく、垂直方向にスライド自在であるから、掘
削位置の選択、変更の範囲を広く設定できる。
As described above, since the rotary cylinder 6 and the passage cylinder 3 are not only rotatable but also slidable in the vertical direction, the range of selection and change of the excavation position can be set widely.

こうした昇降筒5の昇降、回転筒6の回転、および掘
削機4の作動はすべて地上から供給する油圧で行う。油
圧の供給は可撓性のあるホースで行い、回転筒6の回転
限界を360度までに限定しておけば圧力の供給は簡単で
ある。
The lifting and lowering of the lifting cylinder 5, the rotation of the rotary cylinder 6, and the operation of the excavator 4 are all performed by hydraulic pressure supplied from the ground. Supply of hydraulic pressure is performed by a flexible hose, and supply of pressure is simple if the rotation limit of the rotary cylinder 6 is limited to 360 degrees.

<ヘ>制御機構 以上の掘削機4のバケットの位置や掘削深さ、などの
数値は、たとえば回転筒6に取り付けた距離センサによ
って管理、制御する。
<F> Control mechanism The above numerical values such as the bucket position and the excavation depth of the excavator 4 are managed and controlled by, for example, a distance sensor attached to the rotary cylinder 6.

すなわち回転筒6の位置から掘削底の位置が連続的に
把握できれば、地上の制御装置において掘削状況を図示
することができる。
That is, if the position of the digging bottom can be continuously grasped from the position of the rotary cylinder 6, the digging situation can be illustrated by the control device on the ground.

この図示状況において掘削残りの多い位置に順次掘削
機4を移動させ、連続して掘削作業を行わせることがで
きる。
In this illustrated situation, the excavator 4 can be sequentially moved to a position where the remaining excavation is large, and excavation work can be performed continuously.

<掘削作業> 上記のような、周囲に水平脚31を張り出した通路筒3
をケーソン1内に吊りおろし、最下部において水平脚31
の長さを伸長して周囲に反力を取って位置を固定する。
<Excavation work> Passage tube 3 with horizontal legs 31 projecting around as described above
Is suspended in caisson 1 and horizontal legs 31
The length is extended to take a reaction force around and fix the position.

次に掘削機4を作動させて底部の地盤を掘削し、掘削
土砂を中心位置にかき集める。
Next, the excavator 4 is operated to excavate the ground at the bottom, and the excavated earth and sand is collected at the center position.

中心位置には上部からつかみ具2を吊り降ろし、土砂
をつかんでケーソン1外に搬出する。
At the center position, the gripper 2 is suspended from above, and is taken out of the caisson 1 by grasping earth and sand.

回転筒6は昇降筒5の昇降にしたがい、通路筒3に対
して多少の距離だけ垂直方向にスライドが可能であるか
ら、掘削の進行に応じて回転筒6を下降させる。
The rotating cylinder 6 can be slid vertically in the vertical direction by a small distance with respect to the passage cylinder 3 as the lifting cylinder 5 moves up and down. Therefore, the rotating cylinder 6 is lowered as the excavation progresses.

すると掘削機4の位置が下がるから、さらに一定の範
囲だけ連続して掘削することができる。
Then, since the position of the excavator 4 is lowered, it is possible to continuously excavate a certain range.

掘削可能な範囲はケーソン1の刃の下にまで及ぶか
ら、ケーソン1の安定した沈下をはかることができる。
Since the excavable range extends below the blade of the caisson 1, stable settlement of the caisson 1 can be achieved.

可能な範囲の掘削が終了したら垂直ジャッキの縮小に
よって回転筒6を多少引き揚げケーソン1の沈下によっ
て掘削機4が破損しないように退避させておく。
When the excavation to the extent possible has been completed, the rotary cylinder 6 is slightly pulled up by reducing the vertical jack, and the excavator 4 is retracted so that the excavator 4 is not damaged by the sinking of the caisson 1.

<本発明の効果> 本発明は上記したような構成であるから、次のような
効果を達成することができる。
<Effects of the Present Invention> Since the present invention has the above-described configuration, the following effects can be achieved.

<イ>泥水を使用せず直接つかみ上げて掘削することが
できるから、泥水処理のような不経済な設備や作業を必
要としない。
<a> Since it is possible to directly lift and excavate without using mud, there is no need for uneconomic equipment or work such as mud treatment.

<ロ>ケーソンの底の土砂を、刃口の下部分を含めて効
率良く掘削することができる。
<B> The earth and sand at the bottom of the caisson can be efficiently excavated, including the lower part of the cutting edge.

<ハ>従来は作業員の勘に頼りがちであったケーソンの
掘削作業を自動化することができる。
<C> It is possible to automate caisson excavation work, which has conventionally relied on the intuition of workers.

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

第1図:本発明の装置の一実施例の説明図。 第2図:通路筒の説明図 第3図:要部の説明図 FIG. 1: Explanatory drawing of one embodiment of the apparatus of the present invention. Fig. 2: Explanatory drawing of passage tube Fig. 3: Explanatory drawing of main part

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】ケーソンの底部の掘削土砂を、ケーソン上
部から吊ったつかみ具で引き揚げて排土する構造の装置
であって、 ケーソン内部には垂直方向の筒体を土砂つかみ具の通路
として位置させ、 この通路筒の周囲には水平方向に伸縮可能な水平脚を張
り出し、 通路筒の下部には、通路筒の外周を移動可能でかつケー
ソンの底部分の地盤を掘削可能な掘削機を配置して構成
した、 ケーソン掘削装置
1. A device having a structure in which excavated earth and sand at the bottom of a caisson is pulled up by a gripper suspended from the upper part of the caisson to discharge the soil, and a vertical cylinder is located inside the caisson as a passage for the soil and sand gripper. A horizontal leg that can expand and contract in the horizontal direction extends around the passage cylinder, and an excavator that can move around the periphery of the passage cylinder and excavate the ground at the bottom of the caisson is located below the passage cylinder. Caisson drilling rig
JP23284090A 1990-09-03 1990-09-03 Caisson drilling rig Expired - Lifetime JP2813836B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23284090A JP2813836B2 (en) 1990-09-03 1990-09-03 Caisson drilling rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23284090A JP2813836B2 (en) 1990-09-03 1990-09-03 Caisson drilling rig

Publications (2)

Publication Number Publication Date
JPH04115026A JPH04115026A (en) 1992-04-15
JP2813836B2 true JP2813836B2 (en) 1998-10-22

Family

ID=16945624

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23284090A Expired - Lifetime JP2813836B2 (en) 1990-09-03 1990-09-03 Caisson drilling rig

Country Status (1)

Country Link
JP (1) JP2813836B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018178471A (en) * 2017-04-10 2018-11-15 清水建設株式会社 Caisson and method for settling caisson

Also Published As

Publication number Publication date
JPH04115026A (en) 1992-04-15

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