JPS6311515B2 - - Google Patents

Info

Publication number
JPS6311515B2
JPS6311515B2 JP16380683A JP16380683A JPS6311515B2 JP S6311515 B2 JPS6311515 B2 JP S6311515B2 JP 16380683 A JP16380683 A JP 16380683A JP 16380683 A JP16380683 A JP 16380683A JP S6311515 B2 JPS6311515 B2 JP S6311515B2
Authority
JP
Japan
Prior art keywords
main body
widening
attached
earth
bucket
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
JP16380683A
Other languages
Japanese (ja)
Other versions
JPS6055198A (en
Inventor
Masao Myake
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.)
MARUGO KISO KOGYO KK
Original Assignee
MARUGO KISO KOGYO 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 MARUGO KISO KOGYO KK filed Critical MARUGO KISO KOGYO KK
Priority to JP16380683A priority Critical patent/JPS6055198A/en
Publication of JPS6055198A publication Critical patent/JPS6055198A/en
Publication of JPS6311515B2 publication Critical patent/JPS6311515B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 本発明は、アースドリル工法による場所打杭工
法において、先端拡大杭の造成に用いられる先端
拡幅用ドリリングバケツトに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a drilling bucket for widening the tip used for creating a pile with an enlarged tip in a cast-in-place pile construction method using an earth drilling method.

上記先端拡幅用ドリリングバケツトとして、本
出願人はバケツト本体を正逆転することにより側
面に設けられる拡幅翼を自動的に開閉せしめる構
造を提案した(特公昭57−8276号)。この方式に
よるときは構造簡単で掘削動力僅少な効果を有す
るが、正回転によつて拡幅掘削されバケツト内に
収納された土砂をバケツト内上部に押し上げるこ
とが困難であり、かつ逆回転により拡幅翼を閉塞
する際、場合によつてはバケツト内の土砂が溢出
する等の問題がある。
As the above-mentioned drilling bucket for widening the tip, the present applicant has proposed a structure in which the widening blades provided on the sides are automatically opened and closed by rotating the bucket main body forward and backward (Japanese Patent Publication No. 57-8276). This method has a simple structure and has the effect of requiring little excavation power, but it is difficult to push up the earth and sand that has been excavated to widen the width and stored in the bucket by forward rotation to the upper part of the bucket, and by reverse rotation the widening blades When blocking the bucket, there may be problems such as the soil inside the bucket overflowing in some cases.

更に従来のアースドリル工法による拡底杭は、
その軸部掘削をアースドリル工法によつて完了し
た後、その削孔内に拡底用掘削機を挿入してリバ
ースサーキユレーシヨン工法により拡底掘削を行
うため、それぞれ別個の機械装置を使用すること
になり、広い面積を必要としコスト高を招来し、
取替えに手数を要すると共に敷地面積を制限され
作業が困難な場合がある。
Furthermore, the bottom expansion pile using the conventional earth drilling method is
After completing the shaft excavation using the earth drilling method, a bottom expanding excavator is inserted into the hole and the bottom expanding excavation is performed using the reverse circulation method, so separate mechanical equipment is used for each. , which requires a large area and leads to high costs.
Replacement requires time and effort, and the work may be difficult due to limited site area.

本発明はかかる点に鑑みてなされたもので、バ
ケツト本体の回転方向とは無関係に拡幅翼の開閉
を行なわしめ、本体内に収納された土砂を押し上
げて土砂の収納量の増加を計ると共に底渫えを同
時に行なわしめる先端拡幅用ドリリングバケツト
を提供することを目的とする。
The present invention has been made in view of the above problems, and the widening wings are opened and closed regardless of the rotating direction of the bucket main body, and the earth and sand stored in the main body are pushed up to increase the amount of earth and sand stored. The purpose of the present invention is to provide a drilling bucket for widening the tip, which allows drilling to be performed simultaneously.

以下、本発明を図面に示す実施例に基づいて説
明する。
Hereinafter, the present invention will be explained based on embodiments shown in the drawings.

先端拡幅用ドリリングバケツト1には、筒状の
バケツト本体2を備える。該本体2は、従来工法
により掘削された掘削孔中に挿入される径と所要
長さとを有する鋼管を以て構成され、ドリリング
バケツト1の外廓を形成する。
The tip widening drilling bucket 1 includes a cylindrical bucket main body 2. The main body 2 is constituted by a steel pipe having a diameter and a required length to be inserted into a borehole drilled by a conventional method, and forms the outer rim of the drilling bucket 1.

本体2の上端内面には梁3を固着し、上端外周
には削孔径より稍々小径とした複数個のスタビラ
イザ4を設け、本体2の安定を計る。
A beam 3 is fixed to the inner surface of the upper end of the main body 2, and a plurality of stabilizers 4 whose diameters are slightly smaller than the drilling diameter are provided on the outer periphery of the upper end to stabilize the main body 2.

本体2の側面には、第2図に示す如く底縁2a
と直角を形成する一辺2bと、該一辺上部に連な
る斜面部2c並びに斜面部上端から垂下される垂
直部2dからなり下部を解放した略三角形状の窓
孔5を穿ち、該窓孔5に適合する略三角形状とし
た拡幅用掘削翼6(以下単に拡幅翼という)を垂
直部2dに蝶番7により開閉自在に蝶着する。該
拡幅翼6の外周即ち斜面部6aとその下端に連な
る垂直部6bには多数個の爪8を設け、拡幅掘削
を容易にする。尚図例は、2個の拡幅翼6,6を
対称に設けた例を示したが必ずしも2個に限るも
のではなく、3個もしくはそれ以上を対称に設け
るようにしてもよい。
The side surface of the main body 2 has a bottom edge 2a as shown in FIG.
A substantially triangular window hole 5 with an open lower part, which is made up of a side 2b forming a right angle with the side 2b, a sloped part 2c continuous to the upper part of the side, and a vertical part 2d hanging from the upper end of the sloped part, is bored and fits into the window hole 5. A substantially triangular width widening excavation blade 6 (hereinafter simply referred to as a widening blade) is hinged to the vertical portion 2d with a hinge 7 so as to be openable and closable. A large number of pawls 8 are provided on the outer periphery of the widening blade 6, that is, on the slope portion 6a and the vertical portion 6b continuous to the lower end thereof, to facilitate widening excavation. Although the illustrated example shows an example in which two widening blades 6, 6 are provided symmetrically, the number is not necessarily limited to two, and three or more may be provided symmetrically.

上記梁3の中心部下面には油圧シリンダ10が
取付けられ、該油圧シリンダ10のピストンロツ
ド先端に設けられる軸受11と前記拡幅翼6の適
所に設けられる軸受12とはリンク13によつて
連結される。
A hydraulic cylinder 10 is attached to the lower surface of the center of the beam 3, and a bearing 11 provided at the tip of the piston rod of the hydraulic cylinder 10 and a bearing 12 provided at an appropriate position on the widening blade 6 are connected by a link 13. .

また梁3の上部には掘削機(図示省略)のケリ
ーバー連結軸14が取付けられる。このケリーバ
ー連結軸14はケリーバー挿入孔15とピン孔1
6とを有し、ケリーバーを挿入孔15に挿入し、
ピンをピン孔16に挿入して一体的に連結し、本
体2をケリーバーと共に回転せしめる。
Further, a Kelly bar connecting shaft 14 of an excavator (not shown) is attached to the upper part of the beam 3. This Kelly bar connecting shaft 14 has a Kelly bar insertion hole 15 and a pin hole 1.
6, inserting the Kelly bar into the insertion hole 15,
A pin is inserted into the pin hole 16 and connected integrally, and the main body 2 is rotated together with the Kelly bar.

このケリーバー連結軸14の下部外周にはスイ
ベルジヨイント17が取付けられ、該ジヨイント
17の入口側は地上の圧油供給手段(図示省略)
に連結される油圧ホース18が接続され、出口側
は前記油圧シリンダ10に連結される。これによ
りドリリングバケツト1が回転しても油圧ホース
の巻き付きを生ずることがない。
A swivel joint 17 is attached to the lower outer periphery of this Kelly bar connection shaft 14, and the inlet side of the joint 17 is connected to a ground pressure oil supply means (not shown).
A hydraulic hose 18 is connected to the hydraulic cylinder 10, and the outlet side thereof is connected to the hydraulic cylinder 10. As a result, even if the drilling bucket 1 rotates, the hydraulic hose does not become entangled.

尚図例は上記スイベルジヨイント17を梁3に
取付けた例を示したが該スイベルジヨイント17
はアースドリル機本体(図示省略)のフロントフ
レーム下端に取付けて操作するようにしてもよ
い。
The illustrated example shows an example in which the swivel joint 17 is attached to the beam 3, but the swivel joint 17
may be operated by being attached to the lower end of the front frame of the earth drill machine body (not shown).

前記本体2の下端には底蓋20が脱着自在に取
付けられる。この底蓋20の中心部には、上記油
圧シリンダ10に対応するストツパ21が設けら
れ、上記軸受11の下降、即ち拡幅翼6の開度を
規制する。
A bottom cover 20 is detachably attached to the lower end of the main body 2. A stopper 21 corresponding to the hydraulic cylinder 10 is provided at the center of the bottom cover 20 to restrict the lowering of the bearing 11, that is, the opening degree of the widening blades 6.

上記底蓋20には底渫え手段22が設けられて
いる。この底渫え手段22は底蓋20に穿設され
る土砂進入口23を備え、この土砂進入口23は
外縁が窓孔5の下縁とほゞ等しい幅を有し、底蓋
20の中心とを結ぶ三角形状に形成される。該土
砂進入口23のバケツト回転方向後方の斜面には
複数個の爪24が設けられ、反対側斜面にはシヤ
ツタ25を蝶番26により開閉自在に取付けてな
る。これにより土砂の進入時にはシヤツタ25は
押されて浮上し、本体2内への土砂の進入を許容
し、本体2の引揚げ時には進入口23を覆うもの
である。
The bottom cover 20 is provided with bottom cleaning means 22. This bottom scooping means 22 is provided with a dirt inlet 23 bored in the bottom cover 20 , the outer edge of this dirt inlet 23 has a width approximately equal to the lower edge of the window hole 5 , and the bottom cover 20 is located at the center of the bottom cover 20 . It is formed in a triangular shape connecting the A plurality of pawls 24 are provided on the rear slope of the earth and sand inlet 23 in the direction of bucket rotation, and a shutter 25 is attached to the opposite slope with a hinge 26 so as to be openable and closable. As a result, when the earth and sand enter, the shutter 25 is pushed and floats, allowing the earth and sand to enter the main body 2, and covers the entrance 23 when the main body 2 is pulled up.

上記本体2の内部には拡幅翼6によつて掘削さ
れた土砂の収容を容易にするためオーガースクリ
ユー30が設けられる。該オーガースクリユー3
0は、油圧シリンダ10及びストツパ21の外径
より稍々大きい内径を有する軸芯31と、該軸芯
31の外周に取付けられるスクリユー羽根32と
よりなる。軸芯31及びスクリユー羽根32には
油圧シリンダ10の作動に伴うリンク13の上下
運動をさまたげないように切り溝33が設けら
れ、下端には係合溝34が形成され、該係合溝3
4は底蓋20の中心部に設けた突起35に嵌着さ
れている。36は底蓋取付ボルトであり、底蓋2
0の外側に突出された突出部37と本体下部外側
に取付けられた底板係合板38とを連結して一体
となすものである。
An auger screw 30 is provided inside the main body 2 to facilitate the storage of earth and sand excavated by the widening blades 6. The auger screw 3
The shaft core 31 has an inner diameter slightly larger than the outer diameter of the hydraulic cylinder 10 and the stopper 21, and a screw blade 32 is attached to the outer periphery of the shaft core 31. A cut groove 33 is provided in the shaft core 31 and the screw blade 32 so as not to hinder the vertical movement of the link 13 accompanying the operation of the hydraulic cylinder 10, and an engagement groove 34 is formed at the lower end.
4 is fitted into a protrusion 35 provided at the center of the bottom cover 20. 36 is a bottom cover mounting bolt, which is attached to the bottom cover 2.
A protrusion 37 protruding outward from the main body 0 and a bottom plate engaging plate 38 attached to the outer side of the lower part of the main body are connected to form one body.

図中40は底蓋中心部下面に取付けられたフイ
ツシユテールであり、本体2の底振れを防止する
ものである。
In the figure, reference numeral 40 denotes a fishtail attached to the lower surface of the center of the bottom cover, which prevents the bottom of the main body 2 from swinging out.

上記構成において、先づ従来のアースドリル工
法により所定深度の削孔を掘削し、該削孔内に上
記ドリリングバケツト1を挿入し、正回転によつ
て孔底のスライムを底渫え手段22により除去
し、底渫えを行なつた後、同一回転のまゝ油圧ホ
ース18によりスイベルジヨイント17を介して
油圧シリンダ10に送油して油圧シリンダ10を
作動せしめ、リンク13によつて拡幅翼6,6を
開きながら拡幅掘削を行なう。掘削された土砂は
窓孔5から本体2内に進入し、オーガースクリユ
ー30によつて上昇され、後続する土砂の進入を
容易ならしめる。
In the above configuration, first, a hole is drilled to a predetermined depth using a conventional earth drilling method, the drilling bucket 1 is inserted into the hole, and the slime at the bottom of the hole is washed out by means of forward rotation. After the oil is removed by the hydraulic hose 18 and the bottom is sanded, the oil is supplied to the hydraulic cylinder 10 via the swivel joint 17 with the hydraulic hose 18 while the rotation is still the same, the hydraulic cylinder 10 is operated, and the width is widened by the link 13. Widening excavation is performed while opening the wings 6, 6. The excavated earth and sand enters the main body 2 through the window hole 5 and is lifted up by the auger screw 30, making it easier for the following earth and sand to enter.

ストツパ21により所定の拡幅寸法に掘削を完
了した後は、引き続き同一方向の回転を行ないな
がら、油圧シリンダ10の作動を切り替え、リン
ク13によつて拡幅翼6を除々に閉鎖し、掘削土
砂を残すことなくドリリングバケツト本体2内に
収容し、次いでドリリングバケツト1を引き揚げ
る。引き揚げられたドリリングバケツト1はボル
ト36を取り外して本体2と底蓋20とを分離
し、オーガースクリユー30を引き抜いて土砂を
完全に排除する。
After completing the excavation to a predetermined widening dimension by the stopper 21, while continuing to rotate in the same direction, the operation of the hydraulic cylinder 10 is switched, and the widening blade 6 is gradually closed by the link 13, leaving the excavated soil. It is stored in the drilling bucket main body 2 without any damage, and then the drilling bucket 1 is pulled up. In the salvaged drilling bucket 1, the bolt 36 is removed to separate the main body 2 and the bottom cover 20, and the auger screw 30 is pulled out to completely remove the earth and sand.

以上の如く本発明によるときは、バケツト本体
の回転方向に関係なく拡幅掘削を行なうことがで
き、本体内にはオーガースクリユーを設けたか
ら、進入土砂は押し上げられ後続の土砂の進入を
容易ならしめ従つて土砂の収納量の増加を計るこ
とができる。更に上記拡幅用ドリリングバケツト
を使用することにより、軸部掘削に使用したドリ
リングバケツトのみを取替えることによつて、簡
単に旋工することができる。
As described above, according to the present invention, widening excavation can be performed regardless of the direction of rotation of the bucket main body, and since the auger screw is provided in the main body, the incoming earth and sand are pushed up and the subsequent earth and sand can easily enter. Therefore, it is possible to increase the storage amount of earth and sand. Further, by using the above-mentioned widening drilling bucket, turning can be easily carried out by replacing only the drilling bucket used for excavating the shaft.

従つて従来の軸方向掘削と拡幅掘削とを別個の
工具によつて行なつていた不便を解消し、能率向
上による工費の節減と工期の短縮を計ることがで
きると共に掘削工具の取替えの必要がないため敷
地面積の狭い場所においても能率良く作業を行な
うことができる等の効果を有する。
Therefore, the inconvenience of conventionally performing axial excavation and widening excavation using separate tools is eliminated, and it is possible to reduce construction costs and shorten the construction period by improving efficiency, and also eliminates the need to replace excavation tools. Because there is no space available, it has the advantage of being able to work efficiently even in places with a small site area.

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

図は本発明の実施例を示し、第1図はドリリン
グバケツト全体の縦断面図、第2図は本体の正面
図、第3図は本体の平面図、第4図は一部切欠し
て示す全体斜視図、第5図は第1図におけるX−
X線に沿う矢視図、第6図は底蓋の縦断面図、第
7図はオーガースクリユーの正面図である。 1……ドリリングバケツト、2……本体、5…
…窓孔、6……拡幅用掘削翼、10……油圧シリ
ンダ、13……リンク、17……スイベルジヨイ
ント、18……油圧ホース、20……底蓋、22
……底渫え手段、30……オーガースクリユー。
The figures show an embodiment of the present invention, in which Fig. 1 is a longitudinal sectional view of the entire drilling bucket, Fig. 2 is a front view of the main body, Fig. 3 is a plan view of the main body, and Fig. 4 is a partially cutaway view. The overall perspective view shown in FIG.
FIG. 6 is a longitudinal sectional view of the bottom cover, and FIG. 7 is a front view of the auger screw. 1...Drilling bucket, 2...Main body, 5...
... Window hole, 6 ... Excavation wing for widening, 10 ... Hydraulic cylinder, 13 ... Link, 17 ... Swivel joint, 18 ... Hydraulic hose, 20 ... Bottom cover, 22
... Means of bottoming out, 30... Auger Screw.

Claims (1)

【特許請求の範囲】[Claims] 1 所要径の鋼管を以てする筒状の本体側面に、
ほゞ三角形状の窓孔を設け、この窓孔の一側には
該窓孔に適合する形状の拡幅用掘削翼を取付け、
該掘削翼は本体の中心に取付けられた油圧シリン
ダにリンクを介して連繋され、該油圧シリンダは
スイベルジヨイントを介して油圧ホースに連結さ
れ、上記掘削翼を開閉せしめると共に、本体下部
には底蓋が着脱自在に取付けられ、該底蓋には本
体中心部に位置してオーガースクリユーを脱着自
在に装着し、かつ底渫え手段を有せしめることを
特徴とするアースドリル工法における先端拡幅用
ドリリングバケツト。
1. On the side of the cylindrical body with a steel pipe of the required diameter,
A substantially triangular window hole is provided, and on one side of this window hole, a widening excavation blade of a shape that fits the window hole is attached,
The digging blade is connected via a link to a hydraulic cylinder attached to the center of the main body, and the hydraulic cylinder is connected to a hydraulic hose via a swivel joint to open and close the digging blade. For widening the tip of an earth drill method, characterized in that a lid is removably attached to the bottom lid, an auger screw is removably attached to the bottom lid located at the center of the main body, and a means for cleaning the bottom is provided. Drilling Bucket.
JP16380683A 1983-09-05 1983-09-05 Leading end width enlarging drill bucket in earth drill construction method Granted JPS6055198A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16380683A JPS6055198A (en) 1983-09-05 1983-09-05 Leading end width enlarging drill bucket in earth drill construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16380683A JPS6055198A (en) 1983-09-05 1983-09-05 Leading end width enlarging drill bucket in earth drill construction method

Publications (2)

Publication Number Publication Date
JPS6055198A JPS6055198A (en) 1985-03-30
JPS6311515B2 true JPS6311515B2 (en) 1988-03-14

Family

ID=15781056

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16380683A Granted JPS6055198A (en) 1983-09-05 1983-09-05 Leading end width enlarging drill bucket in earth drill construction method

Country Status (1)

Country Link
JP (1) JPS6055198A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6419690U (en) * 1987-07-22 1989-01-31
JP2008240270A (en) * 2007-03-26 2008-10-09 System Keisoku Kk Under-reamed pile and under-reamed bucket

Also Published As

Publication number Publication date
JPS6055198A (en) 1985-03-30

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