JPS6133953B2 - - Google Patents

Info

Publication number
JPS6133953B2
JPS6133953B2 JP54160682A JP16068279A JPS6133953B2 JP S6133953 B2 JPS6133953 B2 JP S6133953B2 JP 54160682 A JP54160682 A JP 54160682A JP 16068279 A JP16068279 A JP 16068279A JP S6133953 B2 JPS6133953 B2 JP S6133953B2
Authority
JP
Japan
Prior art keywords
main body
excavation
tip
ventilation pipe
fish tail
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
JP54160682A
Other languages
Japanese (ja)
Other versions
JPS5685087A (en
Inventor
Hiroshi Watanabe
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 JP16068279A priority Critical patent/JPS5685087A/en
Publication of JPS5685087A publication Critical patent/JPS5685087A/en
Publication of JPS6133953B2 publication Critical patent/JPS6133953B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 本発明は、無騒音、無振動工法として賞用され
ている。いわゆる中掘工法に使用される拡大オー
ガーヘツドに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention has been praised as a noiseless and vibrationless construction method. This relates to an expanded auger head used in the so-called medium excavation method.

この種中掘工法は、現在の杭打ち工法の中で
も、特に公害防止対策上の観点から脚光を博して
いる。そして、土質、地盤の硬い場所での杭打ち
において、コンクリートパイルの肉厚部の掘削を
効率的にする目的で、スクリユーオーガーの先端
若しくは先端部近傍に副掘削刃を設け、この刃を
拡開(展開)してパイルの周壁肉厚部を掘削する
機械構造のオーガーヘツドが用いられている。
Among the current pile driving methods, this type of hollow excavation method is attracting attention, especially from the viewpoint of pollution prevention measures. In order to efficiently excavate thick parts of concrete piles when driving piles in places with hard soil and ground, a sub-excavation blade is installed at or near the tip of the screw auger, and this blade is expanded. A mechanical auger head is used that opens (expands) to excavate the thick part of the peripheral wall of the pile.

ところが、この種オーガーヘツドは、掘削刃に
異常な衝撃が加わつた際に、掘削刃の縮径(折畳
み)が正常に働かず、オーガーヘツドのパイルか
らの抜出しに困難をきたしたり、最悪の事態では
オーガーヘツドをそのまゝ地中に残し、その近く
に他のパイルを打込むという二重の杭打作業をも
行われており、その作業能率の低下が問題となつ
ている。また時にはパイル自体にも損傷を与える
等の問題点があつた。とくに、地質の硬い場所に
おける掘削は、在来の機械では効率的になしえ
ず、その改良が強く要望されていた。
However, with this type of auger head, when an abnormal impact is applied to the excavator blade, the diameter reduction (folding) of the excavator blade does not work properly, making it difficult to remove the auger head from the pile, or in the worst case scenario. In some cases, double piling work is carried out in which the auger head is left in the ground and other piles are driven nearby, resulting in a reduction in work efficiency. In addition, there were also problems such as damage to the pile itself. In particular, excavation in places with hard geology cannot be done efficiently with conventional machines, and there has been a strong demand for improvements.

上記に鑑み、本発明は掘削効率のよい、しかも
幾多の改良を施して、従来の問題点を一掃する様
にした拡大オーガーヘツドを提供しようとするも
のである。
In view of the above, it is an object of the present invention to provide an enlarged auger head which is highly efficient in excavation and which has been improved to eliminate the problems of the prior art.

本発明の実施態様を図面に基づいて説明する。 Embodiments of the present invention will be described based on the drawings.

1は空洞部1aを有する円筒状のオーガーヘツ
ド本体で、その先端にある程度の長さを残して外
周面にはつるまき状の螺旋翼2,2′が適宜の螺
旋角度で略対象位置になる様に二条捲装されてお
り、その各螺旋翼2,2′の先端には、上記空洞
部1aに連通する連通孔3,3′を有する圧縮エ
アー通風管4,4′が設けられている。この通風
管4,4′の噴出口には、その開閉を司る逆止弁
5,5′が脱着自在に取付けられており、掘削土
砂、エアーの逆流を防止する。尚、通風管4,
4′は本体1の接線方向に装着することがよい、
それは後述するフイシユテール及び掘削歯の製作
組立が容易となると共に、エアーの噴出がスムー
ズになるからである。そして本体1に残された先
端外周面には倒駒形のフイシユテール6,6′が
一対装着されている。その取付位置は本体1に並
列状態に垂設されており、上記の通風管4,4′
と平行になるように装着されている。このように
することによつて、後述するストツパーとの関係
上製作が容易となるからである。さらにまた、望
ましくはつるまき状の螺旋翼2,2′をフイシユ
テール6,6′の上端部近くまで延出するとよ
い、これによつて掘削土砂の排出と、掘削歯の強
度をより大とすることができる。7,7′はフイ
シユテール6,6′に止ピン等をもつて枢着され
た拡大掘削歯で、止ピンを支点として回転自在
(拡縮自在)とされている。この縮径状態にてコ
ンクリートパイルへの挿脱と、拡大状態でコンク
リートパイルの肉厚部の掘削をなすのであり、ま
た枢着位置はフイシユテール6,6′の右端部と
左端部に移動可能とされ、杭打ちされるコンクリ
ートパイルの寸法に適合する様にしてある。すな
わち、本発明のオーガーヘツドの汎用性を向上す
る為で、これによつて従来数種寸法のオーガーヘ
ツドを準備、使用する必要がなくなり、経済性、
作業能率の向上に役立つのである。掘削歯7,
7′の掘削効率と耐久性を増す目的で、その下部
に数個の下向きの爪8,8′が、また先端部には
止ネジ等をもつて拡大方向へ向く調整用爪9,
9′が配備されており、爪9,9′は掘削歯7,
7′の先端より僅か突出しておき、この爪9,
9′をもつて内壁を補助的に掘削する。そして爪
9,9′の摩損状態に応じてその位置を変じ、望
ましくは常時突出状態に保持しておくのである。
Reference numeral 1 denotes a cylindrical auger head main body having a hollow portion 1a, leaving a certain length at the tip thereof, and spiral blades 2, 2' on the outer circumferential surface at approximately symmetrical positions at an appropriate helical angle. The spiral blades 2, 2' are wound in two strips, and compressed air ventilation pipes 4, 4' having communication holes 3, 3' communicating with the cavity 1a are provided at the tip of each spiral blade 2, 2'. . Check valves 5, 5' for opening and closing the ventilation pipes 4, 4' are removably attached to the outlets of the ventilation pipes 4, 4' to prevent backflow of excavated soil and air. In addition, ventilation pipe 4,
4' is preferably installed in the tangential direction of the main body 1,
This is because manufacturing and assembling the fish tail and excavation teeth, which will be described later, becomes easier, and the air blows out smoothly. A pair of inverted piece-shaped fish tails 6 and 6' are attached to the outer peripheral surface of the tip remaining on the main body 1. Its installation position is vertically installed in parallel to the main body 1, and is attached to the above-mentioned ventilation pipes 4, 4'.
It is mounted parallel to the This is because manufacturing becomes easier in relation to the stopper described later. Furthermore, it is preferable that the helical blades 2, 2' in a spiral shape extend close to the upper ends of the fish tails 6, 6', thereby increasing the discharge of excavated soil and the strength of the excavating teeth. be able to. Reference numerals 7 and 7' denote enlarged excavated teeth which are pivotally attached to the fish tails 6 and 6' with a stop pin or the like, and are rotatable (expandable and retractable) about the stop pin as a fulcrum. In this reduced diameter state, insertion into and removal from the concrete pile is performed, and in the enlarged state, excavation of the thick part of the concrete pile is performed, and the pivot position can be moved to the right end and left end of the fish tails 6, 6'. It is designed to match the dimensions of the concrete pile to be driven. In other words, this is to improve the versatility of the auger head of the present invention, which eliminates the need to prepare and use conventional auger heads of several sizes, and improves economic efficiency and
This helps improve work efficiency. drilling tooth 7,
In order to increase the excavation efficiency and durability of 7', there are several downward-facing pawls 8, 8' at the bottom, and adjustment pawls 9, 8' with setscrews or the like at the tips pointing in the direction of expansion.
9' is provided, and the claws 9, 9' are provided with digging teeth 7,
Protrude slightly from the tip of claw 7', and
9' to supplementally excavate the inner wall. The position of the claws 9, 9' is changed depending on the state of wear and tear, and preferably, the claws 9, 9' are kept in a protruding state at all times.

10,10′は各フイシユテール6,6′に装着
されたストツパーで、掘削歯7,7′の移動に付
随して移動可能とされており、かつ、その先端細
幅部をもつて掘削歯7,7′の基部を跨せしめ
て、掘削歯7,7′の回動と、必要以上の縮径を
防止し、また、逆転時におけるストツパーの役目
をする為である。さらに、掘削歯7,7′の土圧
に対応する目的で上記通風管4,4′の先端に下
向きのストツパー11,11′が、掘削歯7,
7′の先部に当接する構成となつている(掘削歯
の拡大状態)。そして本発明に係るオーガーヘツ
ドを、第3図の矢印方向に回転したとき、掘削歯
7,7′先部を支持する。12,12′はフイシユ
テール6,6′に設けられた爪で、掘削先端部の
掘削をよくし効率化するためである。13は本体
1の先端噴出口の開閉を司る弁である。尚、弁
5,5′,13を可動的に取付ければ、本体1の
空洞部1aに圧入された圧縮エアーは、本体1及
び両通風管4,4′の噴出口より三方向に噴出さ
れるし、また弁5,5′,13を適宜閉塞例えば
前記弁5,5′,13の内所定のそれをそれぞれ
の噴出口に固定的に取付ける。一例として弁13
を本体1の噴出口に固定的に取付ければ(弁13
の数個所を止ピンで固定し、弁13を噴出口に固
定する。)、前述の圧入された圧縮エアーは両通風
管4,4′の噴出口より二方向に噴出されるとい
うように、エアーの噴出方向を変更し、各種の土
質に適合させ掘削効率を向上する目的にある。1
4はフイシユテール6,6′に架設した弁13と
フイシユテール6,6′の補強材である。
Reference numerals 10 and 10' denote stoppers attached to the respective fish tails 6 and 6', which are movable in accordance with the movement of the excavating teeth 7 and 7', and whose narrow end portions are used to stop the excavating teeth 7. , 7' are straddled over the bases of the teeth 7, 7' to prevent rotation and unnecessary diameter reduction of the teeth 7, 7', and also to serve as a stopper during reverse rotation. Furthermore, downward stoppers 11, 11' are provided at the ends of the ventilation pipes 4, 4' in order to cope with the earth pressure of the excavating teeth 7, 7'.
7' (extended state of excavation teeth). When the auger head according to the present invention is rotated in the direction of the arrow in FIG. 3, it supports the tips of the excavating teeth 7, 7'. Reference numerals 12 and 12' indicate claws provided on the fish tails 6 and 6' to improve and improve the efficiency of excavation at the tip of the excavation. Reference numeral 13 denotes a valve that controls opening and closing of the jet nozzle at the tip of the main body 1. If the valves 5, 5', and 13 are movably mounted, the compressed air press-fitted into the cavity 1a of the main body 1 will be blown out in three directions from the main body 1 and the outlet of the ventilation pipes 4, 4'. In addition, the valves 5, 5', and 13 are appropriately closed, for example, a predetermined one of the valves 5, 5', and 13 is fixedly attached to each jet port. Valve 13 as an example
If it is fixedly attached to the spout of the main body 1 (valve 13
The valve 13 is fixed to the spout by fixing several places with stop pins. ), the above-mentioned compressed air is ejected in two directions from the ejection ports of both ventilation pipes 4, 4', so that the air ejection direction is changed to adapt to various soil types and improve excavation efficiency. In purpose. 1
Reference numeral 4 denotes a reinforcing member for the valve 13 and the fishtails 6, 6', which are installed on the fishtails 6, 6'.

本発明は、本体に装着した一対のフイシユテー
ルと、各フイシユテールに支点を有する掘削歯
と、本体の外周面に捲装した一対の螺旋翼の先端
に設けた通風管と、この通風管と上記掘削歯にそ
れぞれ設けたストツパーにて、上記掘削歯を規制
する構成としたので、掘削歯をその取付支点とス
トツパーで補強することになり、掘削歯の強度を
増大して、硬い土質、地盤にも十分に対応するこ
とができるし、掘削歯の破損や、縮径不能となる
ことが少くなる優れた効果を有し、もつて作業の
安全性と掘削効率の向上に大いに役立つのであ
る。本出願人が実際の現場で試験結果によれば、
各専門家を初めとして、その効率の良さに驚嘆し
ているのが現況である。
The present invention provides a pair of fish tails attached to a main body, a drilling tooth having a fulcrum on each fish tail, a ventilation pipe provided at the tip of a pair of helical blades wrapped around the outer peripheral surface of the main body, and the ventilation pipe and the drilling teeth described above. Since the structure is such that the excavation teeth are restricted by stoppers provided on each tooth, the excavation teeth are reinforced by the mounting fulcrum and the stopper, increasing the strength of the excavation teeth and making it suitable for hard soils and ground. It has the excellent effect of reducing the possibility of damage to the drilling teeth and failure to reduce the diameter, which greatly contributes to improving work safety and drilling efficiency. According to the test results conducted by the applicant in the actual field,
The current situation is that many experts and others are amazed at its efficiency.

また、一方のストツパーは、オーガーヘツドの
逆転時における、掘削歯のストツパーとして役立
つ。従つてオーガーヘツドが万一縮径しなくなつ
た場合でも、それ自体の正転と逆転を繰り返すこ
とにより、掘削歯の縮径が可能(即ち止ピンの撓
みが矯正される。)となると共に、縮径が不可能
となつても、前記操作をさらに繰り返せばその取
付支点となる止ピンを容易に破断することができ
る。当然のことながら逆転の拡大掘削も可能とな
る。
One stop also serves as a stop for the drilling teeth when the auger head is reversed. Therefore, even if the auger head is unable to reduce its diameter, by repeating normal and reverse rotations of itself, the diameter of the excavating teeth can be reduced (that is, the deflection of the stop pin can be corrected). Even if the diameter cannot be reduced, if the above operation is repeated further, the stop pin that serves as the attachment fulcrum can be easily broken. Naturally, it also becomes possible to carry out enlarged excavation in reverse.

さらに本発明は、掘削歯と調整可能な爪及び三
方向の噴出を選択できる圧縮エアーによる掘削で
あるから、これらを適宜組合せることによつて、
種々の土質に合せて効率よく掘削や、鋼管、コン
クリートパイルの杭打ちをなしえる卓効がある。
Furthermore, since the present invention uses excavation teeth, adjustable claws, and compressed air that allows you to select three directions of ejection, by appropriately combining these,
It is highly effective in efficiently excavating and piling steel pipes and concrete piles in a variety of soil types.

また、本体に螺旋翼を捲装し、しかも掘削歯の
近くまで延出したので、掘削土砂礫の排出が完全
で、迅速な排土が可能である。そして掘削歯の取
付支点が、フイシユテールの左端部又は右端部に
移動できるので、大口径から小口径までコンクリ
ートパイルの寸法に適合する掘削ができ、オーガ
ーヘツドの機種の減少と、その保守管理、経済性
の面に大いに役立つのである。
In addition, since the main body is wrapped with spiral blades that extend close to the excavation teeth, the excavated earth and gravel can be completely discharged and quickly removed. In addition, the mounting fulcrum of the excavation teeth can be moved to the left or right end of the fish tail, allowing excavation to suit the dimensions of concrete piles from large diameters to small diameters, reducing the number of auger head models and improving maintenance management and economy. It is very useful in terms of sexuality.

本発明は、本体の先端にフイシユテールを並列
状に垂設し、このフイシユテールにそれと直線状
となる一対の掘削歯を設ける構成としたので、掘
削歯にかかる土圧が両者で対応関係となり、力の
バランスがよく硬い土質、地盤にも十分に対応で
きる。しかも掘削歯の拡縮は垂直移行であるか
ら、その縮径は自重も加わり誠にスムーズに行わ
れる。また掘削歯の先端に調整可能な爪を設けれ
ば、掘削歯の先端保護と、さらに掘削口径の微小
調整もできる。また通風管を本体の接線方向に設
けるようにすれば、フイシユテール、掘削歯の製
作組付が容易となり、かつそれらにかかる土圧に
有効に対処しえるし、噴出口からのエアーの噴出
がよりスムーズとなる。
In the present invention, the fish tails are vertically arranged in parallel at the tip of the main body, and the fish tails are provided with a pair of digging teeth that are in a straight line with the fish tails, so that the earth pressure applied to the digging teeth is in a corresponding relationship between the two, and the force is It has a well-balanced structure and can be used on hard soils and ground. Moreover, since the expansion and contraction of the excavation tooth is a vertical transition, the diameter contraction is performed very smoothly with the addition of its own weight. Furthermore, if an adjustable pawl is provided at the tip of the digging tooth, it is possible to protect the tip of the digging tooth and also make fine adjustments to the digging diameter. In addition, if the ventilation pipe is provided in the tangential direction of the main body, it will be easier to manufacture and assemble the fish tail and excavation teeth, and the earth pressure applied to them will be effectively dealt with, and the air will be ejected from the outlet more efficiently. It becomes smooth.

さらにフイシユテールを本体の先端部に並列状
に一対設ける構成としたので、本体先端部及び本
体に穿設する下方噴出口の補強となると共に、先
端部における掘削効率がよく、しかもフイシユテ
ール1枚にかかる土圧を減少させることができ
る。
Furthermore, since a pair of fish tails are provided in parallel at the tip of the main body, it not only reinforces the tip of the main body and the lower spout drilled in the main body, but also improves excavation efficiency at the tip. It can reduce earth pressure.

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

第1図は本発明の実施態様を示す斜視図、第2
図は同上正面図、第3図は同上底面図、第4図は
他の実施態様を示す正面図である。 1…本体、1a…空洞部、2,2′…螺旋翼、
3,3′…連通孔、4,4′…通風管、5,5′…
弁、6,6′…フイシユテール、7,7′…掘削
歯、8,8′,9,9′…爪、10,10′,1
1,11′…ストツパー、12,12′…爪、13
…弁。
Fig. 1 is a perspective view showing an embodiment of the present invention, Fig. 2 is a perspective view showing an embodiment of the present invention;
FIG. 3 is a front view of the same, FIG. 3 is a bottom view of the same, and FIG. 4 is a front view of another embodiment. 1...Main body, 1a...Cavity part, 2, 2'...Spiral blade,
3, 3'... Communication hole, 4, 4'... Ventilation pipe, 5, 5'...
Valve, 6, 6'...Fish tail, 7, 7'...Drilling tooth, 8, 8', 9, 9'...Claw, 10, 10', 1
1, 11'... Stopper, 12, 12'... Claw, 13
…valve.

Claims (1)

【特許請求の範囲】 1 開閉自在の噴出口を有する本体の先端に並列
状に垂設した一対のフイシユテールと、各フイシ
ユテールに枢着される拡縮可能で且つその枢着位
置を各フイシユテールの左端部又は右端部に移動
可能に設けられた掘削歯と、本体の外周面に捲装
した一対の螺旋翼と、この螺旋翼の先端に設けた
本体に穿設した空洞部に通じる連通孔を有し且つ
開閉自在の噴出口を有するエアー通風管と、この
通風管に設けたストツパーと上記フイシユテール
に装備するストツパーとで上記掘削歯を規制し、
且つ本体の噴出口、通風管の噴出口より噴出され
る圧縮エアーを本体の空洞部に圧入するように構
成したことを特徴とする中掘工法用の拡大オーガ
ーヘツド。 2 掘削歯の先端にその拡大方向に向う調整可能
な爪を設けた特許請求の範囲第1項記載の中掘工
法用の拡大オーガーヘツド。 3 通風管を本体の接線方向に設けた特許請求の
範囲第1項記載の中掘工法用の拡大オーガーヘツ
ド。
[Scope of Claims] 1. A pair of fish tails hanging in parallel from the tip of a main body having a spout that can be freely opened and closed, and an expandable and contractible fish tail that is pivotally attached to each fish tail, and whose pivot position is located at the left end of each fish tail. Or, it has a digging tooth movably provided at the right end, a pair of spiral wings wrapped around the outer peripheral surface of the main body, and a communicating hole that leads to a cavity bored in the main body provided at the tip of the spiral wing. and regulating the excavation teeth with an air ventilation pipe having a blowout port that can be opened and closed, a stopper provided on the ventilation pipe, and a stopper installed on the fish tail;
An enlarged auger head for use in deep excavation construction, characterized in that the compressed air ejected from the outlet of the main body and the outlet of the ventilation pipe is press-fitted into the cavity of the main body. 2. An enlarged auger head for a hollow excavation method according to claim 1, wherein the tip of the excavation tooth is provided with an adjustable pawl that faces in the direction of expansion. 3. An enlarged auger head for use in a hollow excavation method according to claim 1, wherein the ventilation pipe is provided in the tangential direction of the main body.
JP16068279A 1979-12-10 1979-12-10 Enlarged auger head for core drilling method Granted JPS5685087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16068279A JPS5685087A (en) 1979-12-10 1979-12-10 Enlarged auger head for core drilling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16068279A JPS5685087A (en) 1979-12-10 1979-12-10 Enlarged auger head for core drilling method

Publications (2)

Publication Number Publication Date
JPS5685087A JPS5685087A (en) 1981-07-10
JPS6133953B2 true JPS6133953B2 (en) 1986-08-05

Family

ID=15720181

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16068279A Granted JPS5685087A (en) 1979-12-10 1979-12-10 Enlarged auger head for core drilling method

Country Status (1)

Country Link
JP (1) JPS5685087A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0617676B2 (en) * 1985-02-15 1994-03-09 株式会社日立製作所 Helium scroll compressor
JPS6275091A (en) * 1985-09-30 1987-04-06 Toshiba Corp Scroll compressor
JP2006307753A (en) * 2005-04-28 2006-11-09 Matsushita Electric Ind Co Ltd Scroll expander
JP5859079B2 (en) * 2014-09-03 2016-02-10 有限会社清和実業 Auger screw
AU2020255345B2 (en) * 2019-04-03 2023-07-13 Jaron Lyell Mcmillan No vibration stone column drill

Also Published As

Publication number Publication date
JPS5685087A (en) 1981-07-10

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