JPH0441757B2 - - Google Patents

Info

Publication number
JPH0441757B2
JPH0441757B2 JP12553487A JP12553487A JPH0441757B2 JP H0441757 B2 JPH0441757 B2 JP H0441757B2 JP 12553487 A JP12553487 A JP 12553487A JP 12553487 A JP12553487 A JP 12553487A JP H0441757 B2 JPH0441757 B2 JP H0441757B2
Authority
JP
Japan
Prior art keywords
casing
rotary
base machine
leader mast
crane
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
JP12553487A
Other languages
Japanese (ja)
Other versions
JPS63289194A (en
Inventor
Hajime Matsuzawa
Kaname Nakayama
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.)
MATSUZAWA KIKO KK
SANTETSUKU KK
Original Assignee
MATSUZAWA KIKO KK
SANTETSUKU 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 MATSUZAWA KIKO KK, SANTETSUKU KK filed Critical MATSUZAWA KIKO KK
Priority to JP12553487A priority Critical patent/JPS63289194A/en
Publication of JPS63289194A publication Critical patent/JPS63289194A/en
Publication of JPH0441757B2 publication Critical patent/JPH0441757B2/ja
Granted 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、基礎工事などの杭造成に使用する大
口径杭孔掘削装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a large-diameter pile hole drilling device used for building piles for foundation work and the like.

〔従来の技術〕[Conventional technology]

かかる大口径杭孔掘削装置として、大径ケーシ
ングを回転もしくは揺動させながら地盤に建込
み、ケーシングの上端からハンマクラブ等の掘削
バケツトを吊込んでケーシング内の土砂を排土す
るものがある。
As such a large-diameter pile hole drilling device, there is one in which a large-diameter casing is built into the ground while rotating or swinging, and a drilling bucket such as a hammer club is suspended from the upper end of the casing to remove earth and sand from inside the casing.

第5図はその一例を示すもので、図中1は履帯
等の移動機構1aを有するベースマシンで、この
ベースマシン1の前部にリーダマスト2を立設
し、ここにケーシング3の回転建込装置4を上下
動自在に設けている。
FIG. 5 shows an example. In the figure, 1 is a base machine having a moving mechanism 1a such as a crawler track. A leader mast 2 is erected at the front of the base machine 1, and a casing 3 is rotatably mounted thereon. A loading device 4 is provided so as to be vertically movable.

該回転建込装置4は、油圧モータ5、減速機6
及びケーシングチヤツク装置7からなり、減速機
6は中央にケーシング貫通孔を設けた環状形で、
支持ブラケツト8を介してリーダマスト2に上下
動可能に取付き、モータ5はこの減速機6に固定
され、チヤツク装置7は減速機6の下方に回動自
在に取付けられる。また、回転建込装置4は減速
機6の外側に昇降シリンダー9を設けているが、
このシリンダー9は図示のごとくベースマシン1
側に固定する場合の他に地上に当接させることも
ある。
The rotary construction device 4 includes a hydraulic motor 5 and a speed reducer 6.
and a casing chuck device 7, and the reducer 6 has an annular shape with a casing through hole in the center.
It is attached to the leader mast 2 via a support bracket 8 so as to be movable up and down, the motor 5 is fixed to the reducer 6, and the chuck device 7 is attached below the reducer 6 so as to be rotatable. In addition, the rotary erection device 4 is provided with an elevating cylinder 9 on the outside of the reducer 6;
This cylinder 9 is the base machine 1 as shown in the figure.
In addition to being fixed to the side, it may also be placed in contact with the ground.

図中10はグラブバケツト等の掘削バケツト
で、クローラクレーン等のクレーン車輌11から
のクレーンブーム11aから吊下げられる。
In the figure, 10 is an excavation bucket such as a grab bucket, which is suspended from a crane boom 11a from a crane vehicle 11 such as a crawler crane.

回転建込装置4にセツトされたケーシング3
は、油圧モータ5を始動すると減速機6を介して
チヤツク装置7が回転することにより、このチヤ
ツク装置7で外周をつかまれながら回転する。そ
して、回転建込装置4はリーダマスト2に沿つて
下降し、ケーシング3は地盤に建込まれる。
Casing 3 set on rotary erection device 4
When the hydraulic motor 5 is started, the chuck device 7 rotates via the reducer 6, and the chuck device 7 rotates while the outer periphery is gripped. Then, the rotary erecting device 4 descends along the leader mast 2, and the casing 3 is erected into the ground.

その際、昇降シリンダー9の油圧回路は開放さ
れて、建込装置及びケーシング装置の自重で徐々
に下降することとなる。そして、回転建込装置4
がリーダマスト2の下端まで達したならば、チヤ
ツク装置7のケーシング3への係止を解除し、昇
降シリンダー9を伸出作動させて回転建込装置4
を押上げて再度ケーシング3の上部をチヤツクし
て同様の動作を繰返す。
At that time, the hydraulic circuit of the lifting cylinder 9 is opened, and the lifting cylinder 9 gradually lowers due to its own weight. And the rotary construction device 4
When it reaches the lower end of the leader mast 2, the locking of the chuck device 7 to the casing 3 is released, and the elevating cylinder 9 is operated to extend, and the rotary erecting device 4
Push up and check the top of the casing 3 again and repeat the same operation.

このように、シヤクトリ虫式にケーシング3は
建込まれていき、同時にケーシング3の上端開口
より掘削バケツト10を挿入しこれで内部の土砂
を排出して孔を造成する。
In this way, the casing 3 is erected in a manner similar to that of an insect. At the same time, the excavation bucket 10 is inserted through the upper opening of the casing 3, and the earth and sand inside are discharged to create a hole.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

このように従来の装置では、ケーシングを建込
むベースマシンと掘削バケツトを吊下げるクレー
ン等のマシンとは別々の車輌を使用しており、作
業ベースが広く必要である。従つて、地理的な理
由で掘削作業スペースの広くとれない場所、例え
ば山腹など地山の抑止杭打設工事などでは著しく
制約を受ける。また、2台の車輌を使用すること
は設備費も高騰し、工事単価もすこぶる高価なも
のとなる。
As described above, in conventional equipment, separate vehicles are used for the base machine for erecting the casing and the machine such as a crane for suspending the excavation bucket, and a wide work base is required. Therefore, there are significant restrictions in places where a large excavation work space cannot be secured due to geographical reasons, such as in the case of driving restraining piles on the ground such as on a mountainside. Furthermore, using two vehicles increases equipment costs and makes the unit construction cost extremely expensive.

本発明の目的は前記従来例の不都合を解消し、
一台のベースマシンで構成できるので場所を取ら
ず、また安価に施工が出来るとともに、移動時に
は掘削バケツトの吊下げに用いたクレーンブーム
を用いて回転建込装置を吊り下げ保持しながら移
動できるようにした大口径杭孔掘削装置を提供す
ることにある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
Since it can be configured with a single base machine, it does not take up much space and can be constructed at low cost.In addition, when moving, the rotary erection equipment can be suspended and held using the same crane boom used to hang the excavation bucket. The object of the present invention is to provide a large-diameter pile hole drilling device that has the following features.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は前記目的を達成するため、クレーンブ
ームを有するベースマシンの前端に、短尺なリー
ダマストを立設した反力フレームを上下動自在に
枢着し、該リーダマストにケーシングの回転建込
装置を上下動自在に取付けたことを要旨とするも
のである。
In order to achieve the above object, the present invention includes a reaction frame having a short leader mast vertically movably pivoted to the front end of a base machine having a crane boom, and a casing rotary erecting device attached to the leader mast. The gist is that it is mounted so that it can move up and down.

〔作用〕[Effect]

本発明によれば、回転建込装置でケーシングを
地盤に回転挿入し、掘削バケツトでケーシング内
の排土を行ない杭孔を造成するが、これら回転建
込装置を支持するリーダマストと掘削バケツトを
吊下げるクレーンブームは共通のベースマシンに
設けられる。そして、リーダマストはベースマシ
ンに反力フレームを介して立設されており、移動
時にはクレーンブームからのクレーンワイヤーで
回転建込装置を吊上げれば、反力フレームが上方
に回転し、リーダマスト及び回転建込装置は斜め
に吊下げられた状態で保持され、ベースマシンの
走行の邪魔にならない。
According to the present invention, a rotary erecting device rotates and inserts a casing into the ground, and an excavating bucket removes earth from the inside of the casing to create a pile hole. The hanging crane boom is mounted on a common base machine. The leader mast is erected on the base machine via a reaction frame, and when moving, if the rotary erecting equipment is lifted with a crane wire from the crane boom, the reaction frame rotates upward, and the leader mast and The rotary erection device is held diagonally suspended so that it does not interfere with the movement of the base machine.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説
明する。
Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明の大口径杭孔掘削装置の1実施
例を示す側面図で、前記従来例を示す第5図と同
一構成要素には同一参照符号を付したものであ
る。
FIG. 1 is a side view showing one embodiment of the large-diameter pile hole drilling apparatus of the present invention, and the same components as in FIG. 5 showing the conventional example are given the same reference numerals.

図中1は履帯等の移動機構1aを備えたベース
マシンを示すが、これにはクレーンブーム11a
を有するクローラクレーン等を使用する。
1 in the figure shows a base machine equipped with a moving mechanism 1a such as a crawler track, and this includes a crane boom 11a.
Use a crawler crane, etc. with

該ベースマシン1の前端に水平な反力フレーム
12を上下動自在に枢着し、その反力フレーム1
2から短尺なリーダマスト2を立設し、また下方
へ向けて固定用ジヤツキ13を突設した。
A horizontal reaction force frame 12 is pivoted to the front end of the base machine 1 so as to be vertically movable.
A short leader mast 2 was erected from 2, and a fixing jack 13 was provided to protrude downward.

このリーダマスト2には支持ブラケツト8によ
りケーシングの回転建込装置4を上下動自在に取
付けるが、該回転建込装置4は従来と同じもので
よい。すなわち、油圧モータ5、減速機6及びケ
ーシングのチヤツク装置7からなり、減速機6は
中央にケーシング貫通孔を設けた環状形で、モー
タ5はその上に立設し、チヤツク装置7は減速機
6の下方に回動自在に取付けられる。
A rotary erecting device 4 for the casing is attached to the leader mast 2 by a support bracket 8 so as to be vertically movable, but the rotary erecting device 4 may be the same as the conventional one. That is, it consists of a hydraulic motor 5, a reduction gear 6, and a chuck device 7 of the casing. It is rotatably mounted below 6.

図中9は減速機1の外側に取付けた昇降シリン
ダーで、本実施例の場合はそのロツド端は地上に
接地可能なものとした。
In the figure, numeral 9 is a lifting cylinder attached to the outside of the reducer 1, and in this embodiment, the rod end of the cylinder is designed to be able to touch the ground.

次に使用法及び動作について説明する。杭孔の
掘削作業については従来と同じであるが、反力フ
レーム12は固定ジヤツキを伸長させて接地して
水平状態を保つ。
Next, usage and operation will be explained. The pile hole excavation work is the same as the conventional one, but the reaction frame 12 extends the fixed jack to touch the ground and maintain a horizontal state.

回転建込装置4でチヤツク装置7に外周をつか
まれてセツトされたケーシング3は、シヤクトリ
虫式に地中に圧入され、同時にクレーンブーム1
1aから吊下げられた掘削バケツト10がケーシ
ング3内の土砂を排出する。
The casing 3, whose outer periphery is gripped by the chuck device 7 and set in the rotary erection device 4, is press-fitted into the ground in the manner of a shovel, and at the same time, the crane boom 1
An excavation bucket 10 suspended from 1a discharges earth and sand in the casing 3.

このようにして掘削作業を行なう際に、第3図
に示すようにケーシングホルダー14を地上にお
きここで昇降シリンダー9の反力をとるようにし
てもよい。
When performing excavation work in this manner, the casing holder 14 may be placed on the ground to take the reaction force of the lifting cylinder 9, as shown in FIG.

掘削作業終了後は第4図に示すように昇降シリ
ンダー9及び固定用ジヤツキ13を縮め、クレー
ンブーム11aからのクレーンワイヤー11b端
を回転建込装置4の一部、例えば減速機6の前端
を係止してこれを吊上げれば、反力フレーム12
の部分が上下に回動し、リーダマスト2及び回転
建込装置4は斜めの状態で保持される。従つて、
ベースマシン1の走行の支障とならない。
After the excavation work is completed, as shown in FIG. 4, the lifting cylinder 9 and the fixing jack 13 are retracted, and the end of the crane wire 11b from the crane boom 11a is connected to a part of the rotary erection device 4, for example, the front end of the reducer 6. If you stop it and lift it up, the reaction frame 12
The part rotates up and down, and the leader mast 2 and the rotary erection device 4 are held in an oblique state. Therefore,
It does not interfere with the running of the base machine 1.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明の大口径杭孔掘削装置
は、ケーシングの回転建込装置及びこれを上下動
自在に支持するリーダマストと、掘削バケツト等
を吊下げるクレーンブームとを一台のベースマシ
ンに設けたので、全体がコンパクトとなり、狭い
工事現場でも採用でき、また設備費のコストダウ
ンを図れるものである。
As described above, the large-diameter pile hole drilling equipment of the present invention combines a casing rotary erecting device, a leader mast that supports the casing in a vertically movable manner, and a crane boom for suspending an excavation bucket and the like into one base machine. Since it is installed in a small area, the entire structure is compact and can be used even in a narrow construction site, and the equipment cost can be reduced.

しかも、ベースマシンの移動時には、回転建込
装置をクレーンブームで吊り下げ保持して移動す
るようにしたものであるから、使い勝手のよいも
のである。
Furthermore, when the base machine is moved, the rotary erection device is suspended and held by the crane boom, making it easy to use.

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

第1図は本発明の大口径杭孔掘削装置の1実施
例を示す側面図、第2図は同上要部の平面図、第
3図は作業時の要部の側面図、第4図は移動時の
部分側面図、第5図は従来例を示す側面図であ
る。 1……ベースマシン、1a……移動機構、2…
…リーダマスト、3……ケーシング、4……回転
建込装置、5……油圧モータ、6……減速機、7
…チヤツク装置、8……支持ブラケツト、9……
昇降シリンダー、10……掘削バケツト、11…
…クレーン車輌、11a……クレーンブーム、1
1b……クレーンワイヤー、12……反力フレー
ム、13……固定用ジヤツキ、14……ケーシン
グホルダー。
Fig. 1 is a side view showing one embodiment of the large-diameter pile hole drilling equipment of the present invention, Fig. 2 is a plan view of the main parts of the same, Fig. 3 is a side view of the main parts during operation, and Fig. 4 is FIG. 5 is a partial side view of a conventional example during movement. 1...Base machine, 1a...Movement mechanism, 2...
...Leader mast, 3...Casing, 4...Rotary erection device, 5...Hydraulic motor, 6...Reducer, 7
...Chuck device, 8...Support bracket, 9...
Lifting cylinder, 10...Drilling bucket, 11...
...Crane vehicle, 11a...Crane boom, 1
1b...Crane wire, 12...Reaction force frame, 13...Fixing jack, 14...Casing holder.

Claims (1)

【特許請求の範囲】[Claims] 1 クレーンブームを有するベースマシンの前端
に、短尺なリーダマストを立設した反力フレーム
を上下動自在に枢着し、該リーダマストに地中に
建込むべくケーシングに回転もしくは揺動力を伝
達する回転揺動建込装置を上下動自在に取付けた
ことを特徴とする大口径杭孔掘削装置。
1. A reaction frame with a short leader mast erected thereon is pivotally movable up and down to the front end of a base machine having a crane boom, and rotational or swinging force is transmitted to the leader mast to the casing for erecting it underground. A large-diameter pile hole drilling device characterized by a rotating and swinging erecting device attached so that it can move up and down.
JP12553487A 1987-05-21 1987-05-21 Large-diameter pit hole excavator Granted JPS63289194A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12553487A JPS63289194A (en) 1987-05-21 1987-05-21 Large-diameter pit hole excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12553487A JPS63289194A (en) 1987-05-21 1987-05-21 Large-diameter pit hole excavator

Publications (2)

Publication Number Publication Date
JPS63289194A JPS63289194A (en) 1988-11-25
JPH0441757B2 true JPH0441757B2 (en) 1992-07-09

Family

ID=14912569

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12553487A Granted JPS63289194A (en) 1987-05-21 1987-05-21 Large-diameter pit hole excavator

Country Status (1)

Country Link
JP (1) JPS63289194A (en)

Also Published As

Publication number Publication date
JPS63289194A (en) 1988-11-25

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