JPS63184612A - Excavator for expanded bottom - Google Patents

Excavator for expanded bottom

Info

Publication number
JPS63184612A
JPS63184612A JP1519487A JP1519487A JPS63184612A JP S63184612 A JPS63184612 A JP S63184612A JP 1519487 A JP1519487 A JP 1519487A JP 1519487 A JP1519487 A JP 1519487A JP S63184612 A JPS63184612 A JP S63184612A
Authority
JP
Japan
Prior art keywords
expanding
blade
hydraulic cylinder
excavation
expanded
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.)
Pending
Application number
JP1519487A
Other languages
Japanese (ja)
Inventor
Shuichi Ajiro
網代 秀一
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP1519487A priority Critical patent/JPS63184612A/en
Publication of JPS63184612A publication Critical patent/JPS63184612A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To effectively excavate an expanded bottom by a method in which a switch valve is provided between an oil-pressure cylinder to open or close a bottom-expanding blade and an oil-pressure cylinder to open or close a rotary excavating blade, and vertically uprising excavation is made for expanded bottom. CONSTITUTION:Vertically uprising excavation for expanded bottom is made by a tip bit 11 and a rotary excavating blade 12. A switch valve 24 for switching the supply and discharge of pressure oil for an oil-pressure cylinder 20 is provided between an oil-pressure cylinder 16 to open or close a bottom- expanding blade 10 and the oil-pressure cylinder 20 to open or close the blade 12. Only the cylinder 16 can be operated by closing a valve 33 in the oil-pressure circuit. The excavating efficiency can thus be raised, and the trouble of shortage in rigidity to excavating torque can also be obviated.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は拡底掘削機に係り、特にリバースサーキュレー
ションドリルに使用される拡底掘削機に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a bottom-expanding excavator, and particularly to a bottom-expanding excavator used in a reverse circulation drill.

〔従来の技術〕[Conventional technology]

リバースサーキュレーションドリルにより地中に立坑施
工用穴を掘削する場合、軸部に対して底部を拡径して、
杭先端に大きな支持力が得られるようにした拡径工法を
採用することが多くなってきている。その拡底穴の形状
としては、第4図(a)に示すように拡底部の垂直立上
り寸法りを30〜50国と比較的短いものとすることが
多いが、なかには第4図(b)に示すように拡底部の垂
直立上り寸法りを数mとする場合もある。前記の垂直立
上り寸法りを長くすれば、施工される杭の先端の支持力
が充分に発揮され、支持力機構の剛性を高められると共
に、杭先端部の周面摩擦力を増すことができる。
When drilling a hole for vertical shaft construction underground using a reverse circulation drill, the diameter of the bottom is enlarged relative to the shaft.
Increasingly, the method of expanding the diameter of the pile, which provides greater bearing capacity at the tip of the pile, is being adopted. The shape of the expanded hole is often relatively short, with the vertical rising dimension of the expanded bottom being 30 to 50 countries, as shown in Figure 4 (a), but in some cases the vertical rise dimension of the expanded bottom is relatively short, as shown in Figure 4 (b). As shown, the vertical rising dimension of the expanded bottom portion may be several meters. By increasing the vertical upright dimension, the supporting force of the tip of the pile to be constructed can be sufficiently exhibited, the rigidity of the supporting force mechanism can be increased, and the peripheral surface friction force of the pile tip can be increased.

上記拡底工法に使用する拡底掘削機として、例えば特開
昭58−146694号に記載されているように。
An example of a bottom-expanding excavator used in the above-mentioned bottom-expanding method is as described in JP-A-58-146694.

開閉可能な複数の拡底翼を備え、拡底翼を閉じた状態で
支杭穴の軸部を掘削し、所定長さの軸部を掘り下げたら
、拡底翼を拡げて拡底部を掘削するようにした掘削機が
ある。     ゛〔発明が解決しようとする問題点〕 上記従来技術において、第4図(b)に示した支杭穴の
垂直立上り寸法の長い拡底部を掘削する場合には、拡底
翼を拡げた状態のまま掘削機全体を下降させていくこと
になる。しかし、拡げた拡底翼で長い寸法の垂直立上り
を掘削することは掘削効率が悪いばかりでなく、掘削ト
ルクに対して拡底翼の剛性が不足するという問題があっ
た。
Equipped with multiple expanded bottom wings that can be opened and closed, the shaft of the support pile hole is excavated with the expanded bottom wings closed, and once the shaft of the specified length has been dug, the expanded bottom wings are expanded to excavate the expanded bottom part. There is an excavator. [Problems to be Solved by the Invention] In the above-mentioned prior art, when excavating the expanded bottom portion of the support pile hole with a long vertical vertical dimension as shown in FIG. The entire excavator will then be lowered. However, excavating a long vertical rise with the expanded bottom blade not only has poor excavation efficiency, but also has the problem that the bottom expansion blade lacks rigidity relative to the excavation torque.

本発明の目的は、拡底杭施工用穴における垂直立上り寸
法の長い拡底部を拡底翼に頼らずに掘削できるようにし
て、前記拡底部の掘削を効率よく行える拡底掘削機を提
供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a bottom-expanding excavator that can efficiently excavate a wide-bottomed section with a long vertical vertical dimension in a hole for constructing a bottom-expanded pile without relying on a bottom-expanding blade. .

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

上記目的は、ドリルパイプの下端部に拡底ビットを装着
し、ドリルパイプにより拡底ビットを回転させて拡底杭
施工用穴を掘削する拡底掘削機において、前記拡底ビッ
トを、ドリルパイプにピン連結されて開閉可能な複数の
拡底翼と、ドリルパイプ下端に固設される先端ビットと
、その先端ビットの両端部にピン連結され、該先端ビッ
トの張出方向への開き回動およびドリルパイプ方向への
閉じ回動が可能な回動掘削翼と、ドリルパイプに装着さ
れて前記拡底翼の開閉を行う油圧シリンダおよび前記回
動掘削翼の開閉を行う油圧シリンダとで構成し、拡底翼
の開閉と回動掘削翼の開閉とを別々に行えるようにする
ことで、達成される。
The above purpose is to provide a bottom-expanding excavator that attaches a bottom-expanding bit to the lower end of a drill pipe and rotates the bottom-expanding bit with the drill pipe to drill a hole for installing a bottom-expanding pile. A plurality of expandable bottom wings that can be opened and closed, a tip bit fixed to the lower end of the drill pipe, and pins connected to both ends of the tip bit, so that the tip bit can be opened and rotated in the extending direction and rotated in the direction of the drill pipe. It consists of a rotary drilling blade that can be closed and rotated, a hydraulic cylinder that is attached to a drill pipe and opens and closes the expanded bottom blade, and a hydraulic cylinder that opens and closes the rotary digging blade. This is achieved by allowing the dynamic excavation blades to be opened and closed separately.

〔作用〕[Effect]

拡底翼を閉じた状態で拡底杭施工用穴における軸部を所
定長さまで掘削したら、油圧シリンダにより拡底翼を拡
げて拡底部を少しだけ掘削し、次いで拡底翼を閉じ、油
圧シリンダにより回動掘削翼を開いて、該回動掘削翼と
先端ビットとにより拡底部を所定長さまで掘削する。こ
のように長い寸法の垂直立上りを有する拡底部を前記回
動掘削翼と先端ビットとで掘削できるので、拡底部を効
率よく掘削でき、かつ掘削トルクに対する剛性の不足と
いった問題を解消できる。
Once the shaft part of the hole for expanding pile construction is excavated to a specified length with the expanded bottom blade closed, the expanded bottom blade is expanded using a hydraulic cylinder to excavate the expanded bottom part a little, then the expanded bottom blade is closed, and the hydraulic cylinder performs rotary excavation. The blades are opened and the expanded bottom portion is excavated to a predetermined length using the rotary excavation blade and the tip bit. Since the expanded bottom part having such a long vertical rise can be excavated using the rotary excavation blade and the tip bit, the expanded bottom part can be excavated efficiently and the problem of insufficient rigidity with respect to the excavation torque can be solved.

〔実施例〕〔Example〕

以下1本発明の一実施例を第1図ないし第3図により説
明する。第1図は本発明による拡底掘削機の側面図、第
2図はその拡底掘削機を備えて拡底杭施工用穴を掘削し
ているリバースサーキュレーションドリルの全体側面図
を示す。第2図において、リバースサーキュレーション
は、地上部に架台1、サクションポンプ2、サクション
ホース3、スイベルジヨイント4.油圧ユニット5、油
圧ホース6、ケリーバ7等を配置し、掘削中の掘削穴に
トルク伝送のためのドリルパイプ8、そのドリルパイプ
8の下端に装着されて、地中を掘削すると共に掘削穴終
端に至り拡径する拡底ビット9等を配置して構成されて
いる。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 3. FIG. 1 is a side view of a bottom-expanding excavator according to the present invention, and FIG. 2 is an overall side view of a reverse circulation drill equipped with the bottom-expanding excavator to drill a hole for constructing a bottom-expanding pile. In Fig. 2, the reverse circulation consists of a frame 1, a suction pump 2, a suction hose 3, a swivel joint 4. A hydraulic unit 5, a hydraulic hose 6, a kely bar 7, etc. are arranged, and a drill pipe 8 is installed for transmitting torque to the excavation hole being excavated.The drill pipe 8 is attached to the lower end of the drill pipe 8 to excavate underground and at the end of the excavation hole. It is configured by arranging a bottom expanding bit 9, etc., which expands in diameter as it reaches this point.

前記拡底ビット9は、第1図および第2図に示すように
複数枚の拡底翼lOと、先端ビット11と、回動掘削翼
12とを備えてい、る。各拡底翼10の上端はドリルパ
イプ8の下端に連結したセンターパイプ13のフランジ
部13aに□枢着されている。また、各拡底翼lOの略
中間部はリンク14を介してスライダ15に連結されて
いる。前記スライダ15はセンターパイプ13の外周に
昇降可能に嵌合され、かつ油圧シリンダ16のロッド1
6a下端部に連結されている。前記油圧シリンダ16の
基端はセンターパイプ13のブラケット13bに連結さ
れている。従って、油圧シリンダ16のロッド16aの
伸縮によりスライダ15が昇降し、これに伴ないリンク
14のセンターパイプ13の中心からの距離が変化し、
拡底翼10め開閉が行われる。つまり、油圧シリンダ1
6のロッド16aの縮小量が拡底翼10の開き量に対応
する。
As shown in FIGS. 1 and 2, the bottom expanding bit 9 includes a plurality of bottom expanding blades 1O, a tip bit 11, and a rotary excavating blade 12. The upper end of each expanded bottom wing 10 is pivoted to a flange portion 13a of a center pipe 13 connected to the lower end of the drill pipe 8. Further, a substantially middle portion of each expanded bottom wing 1O is connected to a slider 15 via a link 14. The slider 15 is fitted to the outer periphery of the center pipe 13 so as to be movable up and down, and is connected to the rod 1 of the hydraulic cylinder 16.
6a is connected to the lower end. A base end of the hydraulic cylinder 16 is connected to a bracket 13b of the center pipe 13. Therefore, the slider 15 moves up and down due to the expansion and contraction of the rod 16a of the hydraulic cylinder 16, and the distance of the link 14 from the center of the center pipe 13 changes accordingly.
The 10th expansion wing is opened and closed. In other words, hydraulic cylinder 1
The amount of contraction of the rod 16a of No. 6 corresponds to the amount of opening of the expanded bottom blade 10.

前記先端ビット11はセンターパイプ13の下端に固設
されている。前記回動掘削翼12は先端ビットllの外
周端にピン17を介して連結され、先端ビット11の張
出方向の開き回動およびセンターパイプ13方向への閉
じ回動を行えるようになっている。また、回動掘削翼1
2の基端側はリンク18を介してスライダ19に連結さ
れている。前記スライダ19はセンターパイプ13の外
周に昇降可能に嵌合され、かつ油圧シリンダ200ロツ
ド20aの下端部に連結されている。前記油圧シリンダ
20の基端はセンターパイプ13のブラケット13cに
連結されている。従って、油圧シリンダ2oのロッド2
0aの伸縮によりスライダ19が昇降し、これに伴ない
リンク18のセンターパイプ13の中心からの距離が変
化し、回転掘削翼12の開閉が行われる。
The tip bit 11 is fixed to the lower end of the center pipe 13. The rotary excavation blade 12 is connected to the outer circumferential end of the tip bit 11 via a pin 17, and is capable of opening and rotating the tip bit 11 in the extending direction and closing it in the direction of the center pipe 13. In addition, rotating excavation blade 1
The base end side of 2 is connected to a slider 19 via a link 18. The slider 19 is fitted onto the outer periphery of the center pipe 13 so as to be movable up and down, and is connected to the lower end of the rod 20a of the hydraulic cylinder 200. A base end of the hydraulic cylinder 20 is connected to a bracket 13c of the center pipe 13. Therefore, the rod 2 of the hydraulic cylinder 2o
The slider 19 moves up and down due to the expansion and contraction of 0a, the distance of the link 18 from the center of the center pipe 13 changes, and the rotary excavation blade 12 opens and closes.

また、拡底翼10の開閉を行う油圧シリンダ16と。Further, a hydraulic cylinder 16 opens and closes the expanded bottom wing 10.

回転掘削翼12の開閉を行う油圧シリンダ2oとは、例
えば第3図に示す油圧回路により駆動される。
The hydraulic cylinder 2o that opens and closes the rotary excavation blade 12 is driven by, for example, a hydraulic circuit shown in FIG.

即ち、油圧ポンプ21からの吐出油を方向切換弁22゜
第2図に示した油圧ホース6とドリルパイプ8およびセ
ンターパイプ13の側方に配した配管23a。
That is, the oil discharged from the hydraulic pump 21 is transferred to the directional control valve 22° through a pipe 23a disposed on the side of the hydraulic hose 6, drill pipe 8, and center pipe 13 shown in FIG.

23bを通して油圧シリンダ16のロッド側16bまた
はボトム側16cに供給することにより油圧シリンダ1
6のロッド16aを伸縮させる。また、油圧ポンプ21
からの吐出油を方向切換弁22、油圧ホース6、配管2
3a、 23bおよび自動切換弁24.配管25a、 
25bを通して油圧シリンダ20のロッド側20bまた
はボトム側20cに供給することにより油圧シリンダ2
゜のロッド20aを伸縮させる。前記自動切換弁24に
はローラ26が取付けられ、かつ油圧シリンダ16のロ
ッド16a下端部には前記ローラ26を接触させたカム
27が取付けられていて、油圧シリンダ16が最大スト
ロークすると前記ローラ26がカム27のポケット部2
7aに落ち、自動切換弁24はばね28により切換わる
ようになっている。また、自動切換弁24と油圧シリン
ダ20のボア側20cとを接続している配管25bには
、自己保持用のオペレートチェック弁29が設けられて
いる6尚1図中30および31はリリーフ弁、32はチ
ェック弁、33は油圧シリンダ2゜への回路を遮断する
開閉弁、34および35は油圧シリンダ20を単独操作
させるための開閉弁を示し、開閉弁33.34は通常は
開いており、開閉弁35は通常は閉じている。
23b to the rod side 16b or bottom side 16c of the hydraulic cylinder 16.
The rod 16a of No. 6 is expanded and contracted. In addition, the hydraulic pump 21
The oil discharged from the directional control valve 22, hydraulic hose 6, and piping 2
3a, 23b and automatic switching valve 24. Piping 25a,
25b to the rod side 20b or bottom side 20c of the hydraulic cylinder 20.
The rod 20a of ° is expanded and contracted. A roller 26 is attached to the automatic switching valve 24, and a cam 27 that contacts the roller 26 is attached to the lower end of the rod 16a of the hydraulic cylinder 16. When the hydraulic cylinder 16 reaches its maximum stroke, the roller 26 Pocket part 2 of cam 27
7a, and the automatic switching valve 24 is adapted to be switched by a spring 28. In addition, the piping 25b connecting the automatic switching valve 24 and the bore side 20c of the hydraulic cylinder 20 is provided with an operating check valve 29 for self-holding. 32 is a check valve; 33 is an on-off valve that cuts off the circuit to the hydraulic cylinder 2°; 34 and 35 are on-off valves for independently operating the hydraulic cylinder 20; on-off valves 33 and 34 are normally open; The on-off valve 35 is normally closed.

前記の油圧ポンプ21、方向切換弁22およびリリーフ
弁30.31は、第2図の油圧ユニット5に組込まれて
いる。
The hydraulic pump 21, the directional control valve 22 and the relief valve 30,31 are incorporated into the hydraulic unit 5 of FIG.

次に本実施例の作用について説明する。Next, the operation of this embodiment will be explained.

掘削当初は、各拡底翼lOを閉じた状態で拡底ビット9
により掘削し、サクションポンプ1を作動させて掘削さ
れた土砂等と泥水とを一緒にセンターパイプ13、ドリ
ルパイプ8、ケリーバ7、スイベルジヨイント4および
サクションホース3を通して地上に吸い上げ、排出する
。次いで、所定の深さまで掘削後、第3図の油圧ポンプ
21を作動させると共に、方向切換弁22を(イ)位置
に切換えるにの状態では自動切換弁24はカム機構によ
って(ハ)位置に切換わっている。油圧ポンプ2Iがら
の圧油は配管23aを通って油圧シリンダ16のロッド
側16bに供給され、ロッド16aが矢印aで示すよう
に上昇し、第1図に示すスライダ15が上昇して各拡底
′R10はリンク14を介して拡径される。その間、油
圧シリンダ16のボア側16cの圧油は自動切換弁24
、配管23bを通じて戻される。また油圧ポンプ2Iか
らの圧油は油圧シリンダ20のロッド側20bに入るが
、ボア側20cがブロックされているため作動しない。
At the beginning of excavation, the bottom expansion bit 9 is set with each bottom expansion blade lO closed.
The excavated earth and sand etc. and muddy water are sucked up to the ground together through a center pipe 13, a drill pipe 8, a kelly bar 7, a swivel joint 4 and a suction hose 3 and discharged by operating a suction pump 1. Next, after excavating to a predetermined depth, the hydraulic pump 21 shown in FIG. 3 is operated, and the automatic switching valve 24 is switched to the (c) position by a cam mechanism in the state where the directional switching valve 22 is switched to the (a) position. I'm awake. Pressure oil from the hydraulic pump 2I is supplied to the rod side 16b of the hydraulic cylinder 16 through the pipe 23a, and the rod 16a rises as shown by arrow a, and the slider 15 shown in FIG. R10 is expanded in diameter via link 14. During this time, the pressure oil on the bore side 16c of the hydraulic cylinder 16 is transferred to the automatic switching valve 24.
, and is returned through the pipe 23b. Further, pressure oil from the hydraulic pump 2I enters the rod side 20b of the hydraulic cylinder 20, but does not operate because the bore side 20c is blocked.

拡底翼10を開いた状態で拡底掘削を少し行ったら、方
向切換弁22を(ロ)位置に切換え、油圧ポンプ21の
圧油を配管23b、自動切換弁24を通して油圧シリン
ダ16のボア側16cに送りロッド16aを矢印す方向
へ下降させて、拡底R1oを閉じる。油圧シリンダ16
が最大ストロークすると、ローラ26がカム27のポケ
ット部27aに落ち、自動切換弁24はばね28により
(ニ)位置に切換ねる。これにより圧油は配管23b、
自動切換弁24および配管25b、オペレートチェック
弁29を通り油圧シリンダ20のボア側20cに入り、
ロッド20aが下降し、スライダI9が下降して回動掘
削翼L2は、第2図に示すようにリンク18を介して先
端ビット11の張り出し方向にピン17を中心に回動す
る。この回動掘削翼12が先端ビット11の掘削面と同
一になる位置まで回動すると、油圧シリンダ200ロツ
ド20aはストッパ(図示せず)に当り止まる。この状
態で拡底ビット9全体を降下させ、先端ビット11と回
動掘削翼I2とで垂直掘削を行う。つまり、第4図(b
)に示した拡底部の垂直立上りを掘削する。この際、オ
ペレータチェック弁29は掘削反力により回動掘削翼1
2が閉じ側へ回動するのを防止する。
Once the bottom has been expanded a little with the bottom expanding blade 10 open, the directional switching valve 22 is switched to the (b) position, and the pressure oil from the hydraulic pump 21 is passed through the pipe 23b and the automatic switching valve 24 to the bore side 16c of the hydraulic cylinder 16. The feed rod 16a is lowered in the direction of the arrow to close the expanded bottom R1o. Hydraulic cylinder 16
When the roller 26 reaches its maximum stroke, the roller 26 falls into the pocket portion 27a of the cam 27, and the automatic switching valve 24 is switched to the (d) position by the spring 28. As a result, the pressure oil is transferred to the pipe 23b,
It enters the bore side 20c of the hydraulic cylinder 20 through the automatic switching valve 24, piping 25b, and operating check valve 29,
The rod 20a is lowered, the slider I9 is lowered, and the rotating excavation blade L2 is rotated about the pin 17 in the direction in which the tip bit 11 extends via the link 18, as shown in FIG. When the rotary excavation blade 12 rotates to a position where it is flush with the excavation surface of the tip bit 11, the hydraulic cylinder 200 rod 20a hits a stopper (not shown) and stops. In this state, the entire bottom-expanding bit 9 is lowered, and vertical excavation is performed using the tip bit 11 and the rotary excavation blade I2. In other words, Fig. 4 (b
) Excavate the vertical rise of the bottom expansion section shown in ). At this time, the operator check valve 29 is activated by the rotary excavation blade 1 due to the excavation reaction force.
2 from rotating toward the closing side.

拡底部の掘削が終了したら方向切換弁22を(イ)位置
に切換え、油圧シリンダ20のロッド20aを縮小させ
るが、その前にリリーフ弁30を調整し圧力を下降させ
ておく。これは油圧シリンダ20がストロークエンドに
なり管内圧力が上昇した場合に、リリーフ弁31の設定
圧以上に油圧シリンダ16のボア側16cの圧力が上が
ると、圧力シリンダ16が作動するので、それを防止す
るためである。リリーフ弁30と31の設定圧力比は、
油圧シリンダ16のボア側16cとロッド側16bとの
面積比により決定される。
When the excavation of the expanded bottom portion is completed, the directional control valve 22 is switched to the (a) position to retract the rod 20a of the hydraulic cylinder 20, but before that, the relief valve 30 is adjusted to lower the pressure. This prevents the pressure cylinder 16 from operating if the pressure on the bore side 16c of the hydraulic cylinder 16 rises above the set pressure of the relief valve 31 when the hydraulic cylinder 20 reaches the end of its stroke and the pressure inside the pipe increases. This is to do so. The set pressure ratio of the relief valves 30 and 31 is:
It is determined by the area ratio between the bore side 16c and the rod side 16b of the hydraulic cylinder 16.

以上の如く1本実施例によれば、拡底部の垂直立上り掘
削を先端ビット11と回動掘削R12とで行うようにし
たので、掘削効率を向上でき、かつ掘削トルクに対する
剛性不足といった問題を解消できる。また、拡底翼lO
を開閉する油圧シリンダ16と回動掘削′R12を開閉
する油圧シリンダ20との間に、油圧シリンダ20への
圧油の給徘切換を行う切換弁24を設け、その切換弁2
4を油圧シリンダ16のロッド16aに設けたカム17
により切換えられるようにしたので、地上から拡底ビッ
ト9までの油圧配管は2本で済み、配管構造も簡単とな
る。さらに、油圧回路における開閉弁33を閉にするこ
とにより油圧シリンダ16のみの動作が可能であり、通
常の拡底掘削もでき、また開閉弁33および34を開、
開閉弁35を閉にすることにより油圧シリンダ20のみ
の動作も可能であり、この場合には任意形状の拡底掘削
ができる。
As described above, according to this embodiment, the vertical upright excavation of the expanded bottom part is performed using the tip bit 11 and the rotary excavation R12, thereby improving the excavation efficiency and solving the problem of insufficient rigidity with respect to excavation torque. can. In addition, the wide-bottomed wing lO
A switching valve 24 for switching the supply of pressure oil to the hydraulic cylinder 20 is provided between the hydraulic cylinder 16 that opens and closes and the hydraulic cylinder 20 that opens and closes the rotary excavation 'R12.
4 is provided on the rod 16a of the hydraulic cylinder 16.
Since the hydraulic piping can be switched from the ground to the bottom expanding bit 9 by two, the piping structure can be simplified. Furthermore, by closing the on-off valve 33 in the hydraulic circuit, only the hydraulic cylinder 16 can be operated, and normal bottom-expanding excavation is also possible.
By closing the on-off valve 35, it is also possible to operate only the hydraulic cylinder 20, and in this case, bottom widening excavation of an arbitrary shape can be performed.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、拡底部の垂直立上り掘削を先端ビット
回動掘削翼とで行うようにしたので、拡底翼で掘削を行
う場合と比較して掘削効率を向上でき、かつ掘削トルク
に対する剛性不足といった問題を解消できる。
According to the present invention, since the vertical upright excavation of the expanded bottom part is performed using the rotary excavation blade with the tip bit, the excavation efficiency can be improved compared to the case where excavation is performed with the expanded bottom blade, and the rigidity against the excavation torque is insufficient. Problems such as this can be resolved.

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

第1図ないし第3図は本発明の一実施例を示し、第1図
は本発明による拡底掘削機の側面図、第2図はその拡底
掘削機を備えて拡底杭施工用穴を掘削しているリバース
サーキュレーションドリルの全体側面図、第3図は拡底
掘削機の油圧回路図、第4図は拡底杭用穴の形状を示す
説明図である。 8・・・ドリルパイプ、9・・・拡底ビット、10・・
・拡底翼、11・・・先端ビット、12・・・回動掘削
翼、13・・・センターパイプ、 14.18・・・リ
ンク、15.19・・・スライダ、16、20・・・油
圧シリンダ、16a、 20a・・・ロッド、17・・
・ピン。
1 to 3 show an embodiment of the present invention, FIG. 1 is a side view of a bottom-expanding excavator according to the present invention, and FIG. 2 is a side view of a bottom-expanding excavator according to the present invention, and FIG. 3 is a hydraulic circuit diagram of the bottom-expanding excavator, and FIG. 4 is an explanatory diagram showing the shape of the hole for the bottom-expanding pile. 8... Drill pipe, 9... Bottom expansion bit, 10...
- Expanded bottom wing, 11...Tip bit, 12...Rotating drilling wing, 13...Center pipe, 14.18...Link, 15.19...Slider, 16, 20...Hydraulic cylinder , 16a, 20a...rod, 17...
·pin.

Claims (1)

【特許請求の範囲】[Claims] 1、ドリルパイプの下端部に拡底ビットを装着し、ドリ
ルパイプにより拡底ビットを回転させて拡底杭施工用穴
を掘削する拡底掘削機であって、前記拡底ビットはドリ
ルパイプにピン連結されて開閉可能な複数の拡底翼と、
ドリルパイプ下端に固設される先端ビットと、その先端
ビットの両端部にピン連結され、該先端ビットの張出方
向への開き回動およびドリルパイプ方向への閉じ回動が
可能な回動掘削翼と、ドリルパイプに装着されて前記拡
底翼の開閉を行う油圧シリンダおよび前記回動掘削翼の
開閉を行う油圧シリンダとを備え、拡底翼の開閉と回動
掘削翼の開閉とを別々に行えるように構成されているこ
とを特徴とする拡底掘削機。
1. A bottom-expanding excavator that attaches a bottom-expanding bit to the lower end of a drill pipe and rotates the bottom-expanding bit with the drill pipe to drill a hole for installing a bottom-expanding pile, and the bottom-expanding bit is connected to the drill pipe with a pin to open and close. Possible multiple expansion wings,
Rotary drilling includes a tip bit fixed to the lower end of the drill pipe, and pins connected to both ends of the tip bit, allowing the tip bit to open and rotate in the extending direction and close in the drill pipe direction. A hydraulic cylinder that is attached to a drill pipe and opens and closes the bottom-expanding blade, and a hydraulic cylinder that opens and closes the rotary drilling blade, and the bottom-expanding blade and the rotating drilling blade can be opened and closed separately. A bottom-expanding excavator characterized by being configured as follows.
JP1519487A 1987-01-27 1987-01-27 Excavator for expanded bottom Pending JPS63184612A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1519487A JPS63184612A (en) 1987-01-27 1987-01-27 Excavator for expanded bottom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1519487A JPS63184612A (en) 1987-01-27 1987-01-27 Excavator for expanded bottom

Publications (1)

Publication Number Publication Date
JPS63184612A true JPS63184612A (en) 1988-07-30

Family

ID=11882047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1519487A Pending JPS63184612A (en) 1987-01-27 1987-01-27 Excavator for expanded bottom

Country Status (1)

Country Link
JP (1) JPS63184612A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5908268A (en) * 1988-12-29 1999-06-01 Takechi Engineering Co., Ltd. Method of making a hole for a foundation pile
WO2000003113A1 (en) * 1998-07-10 2000-01-20 Dexin He A hydraulic pushing-expanding device
CN100395414C (en) * 2005-11-28 2008-06-18 王国奋 Bottom-expanding equipment for pipeline sinking precast reinforced concrete pile
JP2008150834A (en) * 2006-12-15 2008-07-03 Mitani Sekisan Co Ltd Pile hole drilling head, and method for checking position of drilling arm of it
JP2008179971A (en) * 2007-01-24 2008-08-07 Mitani Sekisan Co Ltd Pile hole excavation head

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5024645U (en) * 1973-06-29 1975-03-20
JPS5133612U (en) * 1974-09-05 1976-03-12
JPS5931392A (en) * 1982-08-11 1984-02-20 株式会社鴻池組 Rotary excavating bit device for expanding bottom

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5024645U (en) * 1973-06-29 1975-03-20
JPS5133612U (en) * 1974-09-05 1976-03-12
JPS5931392A (en) * 1982-08-11 1984-02-20 株式会社鴻池組 Rotary excavating bit device for expanding bottom

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5908268A (en) * 1988-12-29 1999-06-01 Takechi Engineering Co., Ltd. Method of making a hole for a foundation pile
WO2000003113A1 (en) * 1998-07-10 2000-01-20 Dexin He A hydraulic pushing-expanding device
CN100395414C (en) * 2005-11-28 2008-06-18 王国奋 Bottom-expanding equipment for pipeline sinking precast reinforced concrete pile
JP2008150834A (en) * 2006-12-15 2008-07-03 Mitani Sekisan Co Ltd Pile hole drilling head, and method for checking position of drilling arm of it
JP2008179971A (en) * 2007-01-24 2008-08-07 Mitani Sekisan Co Ltd Pile hole excavation head

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