JPH0579792B2 - - Google Patents

Info

Publication number
JPH0579792B2
JPH0579792B2 JP5065288A JP5065288A JPH0579792B2 JP H0579792 B2 JPH0579792 B2 JP H0579792B2 JP 5065288 A JP5065288 A JP 5065288A JP 5065288 A JP5065288 A JP 5065288A JP H0579792 B2 JPH0579792 B2 JP H0579792B2
Authority
JP
Japan
Prior art keywords
base
tip
bit
fixed
pedestal
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
JP5065288A
Other languages
Japanese (ja)
Other versions
JPH01226996A (en
Inventor
Kazumi Uchida
Toshihiko Yamazaki
Junichi Asano
Osamu Kiuchi
Yoshizo Bando
Nobuhiro Yoshida
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.)
Kansai Electric Power Co Inc
Kinden Corp
Original Assignee
Kansai Electric Power Co Inc
Kinden Corp
Kansai Denryoku 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 Kansai Electric Power Co Inc, Kinden Corp, Kansai Denryoku KK filed Critical Kansai Electric Power Co Inc
Priority to JP5065288A priority Critical patent/JPH01226996A/en
Publication of JPH01226996A publication Critical patent/JPH01226996A/en
Publication of JPH0579792B2 publication Critical patent/JPH0579792B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は鉄塔基礎工事等の拡底基礎掘削の斜杭
アンカー工事に使用する各種地盤に適合する小口
径削孔方法およびその装置に関するものである。
[Detailed Description of the Invention] "Field of Industrial Application" The present invention relates to a method and apparatus for drilling small diameter holes suitable for various types of ground used for diagonal pile anchor work in expanded base excavation for steel tower foundation work, etc. .

「従来の技術」 従来、大型鉄塔基礎は拡底基礎が主流となつて
きており、該拡底部の掘削は斜杭アンカー工事を
施すことにより地盤の崩落を支保している。該斜
杭アンカー工事において土層では先端にビツトを
付設したオーガードリル、岩盤層ではさく岩機を
それぞれ地盤に応じて取り替えて人力により削孔
している。
"Conventional Technology" Hitherto, the mainstream of large steel tower foundations has been expanded-bottomed foundations, and when excavating the expanded-bottomed portions, diagonal pile anchor work is performed to support the collapse of the ground. In the slanted pile anchor work, holes are manually drilled using an auger drill with a bit attached to the tip for soil layers, and a rock drill for rock layers, depending on the soil type.

「発明が解決しようとする課題」 従来の斜杭アンカー工事では、削孔を人力で行
うため、非常に重労働となる上に、振動、粉塵、
騒音等作業環境が極めて劣悪となる欠点がある。
また、その施工性においても、粘性土層ではオー
ガに粘土が粘りついて掘進量に排土が追い付かな
かつたり、先端のビツトに穿設された掘進方向の
エアー吹出し孔に粘土等が詰まつて排土できなく
なつたりして、ビツトおよびロツド(動力伝達
軸)の周囲に停滞させ、ビツトおよびロツドの回
転抵抗を増大させて削孔不能となる欠点がある。
``Problems to be solved by the invention'' In conventional slanted pile anchor construction, drilling is done manually, which is extremely hard work and also causes vibrations, dust, and
The drawback is that the working environment, such as noise, is extremely poor.
In addition, in terms of workability, clay may stick to the auger in clayey soil layers, making it difficult for the soil to be removed to keep up with the amount of excavation, or the air blow-off hole drilled in the bit at the tip in the direction of excavation may be clogged with clay, etc. This method has the disadvantage that the soil becomes clogged and stagnates around the bit and rod (power transmission shaft), increasing the rotational resistance of the bit and rod, making it impossible to drill holes.

砂礫層を効率よく削孔するためには、先端のビ
ツトに回転と打撃を同時に加える必要があり、従
つてビツトの構造もそれに適したものとしなけれ
ばならないが、従来工法のオーガードリルは回転
のみで粘土および砂層の削孔に適し、さく岩機は
岩盤層の削孔に適するように打撃力を主体とし、
回転はパンマピストンの上・下運動で一方向に回
転するように作られており、回転力も小さいた
め、砂礫層の削孔には非常に長時間を要してい
る。
In order to efficiently drill through sand and gravel layers, it is necessary to apply rotation and impact to the tip of the bit at the same time, so the structure of the bit must also be suitable for this purpose, but conventional auger drills only use rotation. The rock drill is suitable for drilling in clay and sand layers, and the rock drill mainly uses impact force to make it suitable for drilling in bedrock layers.
It is designed to rotate in one direction by the up and down movement of the panma piston, and the rotational force is small, so it takes a very long time to drill holes in sand and gravel layers.

更に岩石と土壌が互層となつている場合には、
岩石層を削孔貫通して土壌層に入るとき、掘進量
が非常に大きくなり、前記粘性土層と同様の現象
で削孔不能となる。また、岩石層を削孔貫通する
時に発生する岩石の小片がビツトの肩(外径部後
部)に引つ掛かり、引き抜きも困難となる。
Furthermore, when rocks and soil are in alternating layers,
When drilling through a rock layer and entering a soil layer, the amount of excavation becomes so large that drilling becomes impossible due to the same phenomenon as in the case of the cohesive soil layer. In addition, small pieces of rock generated when drilling through a rock layer get caught on the shoulder of the bit (at the rear of the outer diameter part), making it difficult to pull out.

従来工法は人力削孔であり、ロツド径が削孔径
よりかなり小さいため、どうしても削孔中心がず
れるという欠点があり、岩石にクラツクが入つて
いたり、岩石と岩石とが重なり合つている場合等
は所定の深さに削孔後、ビツトおよびロツドを引
き抜く際に削孔中心がずれているため、ビツトの
肩が岩石の端に当たつて強大な引抜力を必要とす
る欠点がある。
The conventional method involves manual drilling, and since the rod diameter is much smaller than the drilled hole diameter, there is a drawback that the center of the hole inevitably shifts, and when there are cracks in the rock or rocks overlap, etc. After drilling a hole to a predetermined depth, when pulling out the bit and rod, the center of the hole is shifted, so the shoulder of the bit hits the edge of the rock, requiring a strong pulling force.

「課題を解決するための手段」 本発明は以上の問題点を解決するためになされ
たもので、ロツドをケーシングパイプに挿嵌した
スパイラルロツドとし、該ロツド先端のビツトを
各種地盤を削孔するのに最適な形状とし、ロツド
先端のビツトに、その回転数および打撃数をそれ
ぞれ別個に調整自在に、回転と打撃とを与え、該
ビツトを地盤の変化に関係なく調整可能な一定速
度で遠隔操作により自動的に推進する自動削孔と
し、ビツトに穿設したエアー吹き出し孔をビツト
の掘進方向と逆方向の両方向としたものである。
``Means for Solving the Problems'' The present invention has been made to solve the above problems.The rod is a spiral rod inserted into a casing pipe, and the bit at the tip of the rod is used to drill holes in various types of ground. The bit at the tip of the rod is rotated and struck with the number of rotations and strikes independently adjustable, and the bit is rotated at a constant speed that can be adjusted regardless of changes in the ground. This is an automatic drilling system that is automatically propelled by remote control, with air blow holes drilled in the bit in both the drilling direction of the bit and the opposite direction.

本発明は以上のように遠隔操作による自動削孔
とし、作業環境上の問題点を解消し、施工性の面
でも拡底基礎が適用されるすべての地盤を能率よ
く削孔できる各種地盤に適合する小口径削孔方法
およびその装置を提供することを目的とする。
As described above, the present invention enables automatic drilling by remote control, solves problems in the working environment, and is suitable for various types of ground, which can efficiently drill holes in all types of ground where expanded-bottom foundations are applied in terms of workability. The object of the present invention is to provide a method and device for drilling a small diameter hole.

「作用」 本発明はビツト形状を土層又は岩盤層等の各種
地盤を削孔するのに最適の形状としたから、それ
ぞれ地盤に応じてオーガードリルおよびさく岩機
をそれぞれ取り替える必要がない。
"Function" Since the bit shape of the present invention is optimal for drilling various types of ground such as soil layers or rock layers, there is no need to replace the auger drill and rock drill depending on the ground.

またロツド先端のビツトに回転と打撃をそれぞ
れの回転数と打撃数とを別個に調整自在とし、ビ
ツトを調整可能な一定速度で自動推進するように
したから、人力により削孔することがない。また
遠隔操作による自動削孔であり、集塵装置を設
け、回転、打撃および推進の各駆動部を油圧によ
り作動する等の防音対策を施してあるので、振
動、粉塵、騒音等削孔時の作業環境上の問題点も
なくなる。
In addition, the number of rotations and number of hits of the bit at the tip of the rod can be adjusted separately, and the bit is automatically propelled at an adjustable constant speed, so there is no need to manually drill holes. In addition, automatic drilling is performed by remote control, and soundproofing measures are taken such as a dust collector is installed and the rotation, impact, and propulsion drive parts are operated by hydraulic pressure, so there is no vibration, dust, or noise during drilling. Problems in the working environment will also be eliminated.

更に定速度推進としたから、堅い地盤から軟ら
かい地盤に入つた時、主動のように急に大きく推
進することがなく、削孔量が排土量より大きくな
ることがない。
Furthermore, because it uses constant speed propulsion, when entering soft ground from hard ground, there is no sudden large thrust unlike with main drive, and the amount of holes drilled does not become larger than the amount of earth removed.

またビツトにビツト推進方向と逆方向の両方向
にエアー吹き出し孔を穿設したため、該孔の孔詰
りを起こすことがなく、削孔中の削孔道内に圧縮
エアーが連続的に送られ、切粉や削土のより円滑
な排土状態が可能となると共にビツト肩への岩石
小片の引つ掛かりも防止できる。
In addition, since air blow-off holes are drilled in the bit in both the bit propulsion direction and the opposite direction, the holes will not become clogged, and compressed air will be continuously sent into the drilling path during drilling, resulting in cutting chips. This allows for smoother soil removal during soil excavation, and also prevents small pieces of rock from getting caught on the bit shoulders.

更にまたビツトにビツト外径より僅かに細い外
径のパイプを挿嵌してケーシングパイプとしたか
ら、削土はスパイラルロツドとケーシングパイプ
間をスクリユウコンベア状に搬送され、切粉や岩
石の小片(岩石の小片はビツト溝およびスパイラ
ルロツドとケーシングパイプとの間を通過し得る
大きさに破砕される。)はスパイラルロツドとケ
ーシングパイプとの間を気流搬送され、削孔道内
に停滞することがなく、集塵機を設けたことによ
り粉塵の飛散がない。その上削孔道内壁の破砕石
がロツド部に落ち込むのを防止でき、ビツトおよ
びロツドの回転抵抗を増大させることがない。ま
たケーシングパイプがロツドのガイドとなつて、
ロツドの振れを防ぎ、削孔の直進性が保て、削孔
中心がずれることがない。
Furthermore, since a pipe with an outer diameter slightly smaller than the outside diameter of the bit is inserted into the bit to form a casing pipe, the excavated soil is conveyed between the spiral rod and the casing pipe like a screw conveyor, and chips and rocks are removed. Small pieces (small pieces of rock are crushed to a size that can pass through the bit groove and between the spiral rod and the casing pipe) are carried by air flow between the spiral rod and the casing pipe and remain in the drilling path. Since the dust collector is installed, there is no scattering of dust. Moreover, crushed stones on the inner wall of the drilling path can be prevented from falling into the rod portion, and rotational resistance of the bit and rod will not increase. In addition, the casing pipe acts as a guide for the rod,
Prevents rod deflection, maintains straightness of drilling, and prevents the center of drilling from shifting.

「実施例」 今、ここに本発明の実施の一例を示した添付図
面について詳説する。
Embodiments Reference will now be made in detail to the accompanying drawings, which illustrate one example of implementing the present invention.

1はセンターポイントで、先端を地盤に打ち込
み易く尖鋭とし、中間膨大部1aに先端より円板
状座板2を挿嵌し固定したもので、地上から所要
深さに掘削した拡底基礎施工面3の側周3aに土
留めのために設置した支保工材としてのライナー
プレート4の該施工面3における中心に油圧ブレ
ーカ等を使つて該センターポイント1先端より座
板2までを打ち込むものである。5は支点ベース
で、座板2と同様の円板5aと、その上方に突出
して後述の高さ調整用ねじ9を挿嵌するための円
筒部5bとを固定したものである。6は球面滑り
軸受で、該円筒部5bの内面下端部にその内面を
球面とした外輪6aを固定し、外輪6aに嵌入し
た外面が球面となつた内輪6bから成り、該内輪
6bの軸孔6Cにセンターポイント1の基端から
中間膨大部1a上に成形した心軸1bを挿嵌し、
センターポイント1を中心として支点ベース5も
あらゆる方向に摺動自在とするものである。7は
ジヤツキボルトで、支点ベース5の円板5a上の
同一円周上の三等分点にそれぞれねじ孔を穿設し
てねじ込んだもので、各ジヤツキボルト7の先端
をセンターポイント1に挿嵌して固定した座板2
上に当接し、各ジヤツキボルト7を調整すること
により、支点ベース5をセンターポイント1を中
心として揺動させ、支点ベース5上に設備等した
水準器(図示せず)により支点ベース5の水準を
出し、各ジヤツキボルト7の支点ベース5上に挿
嵌したナツト7aによりジヤツキボルト7を締め
付け、支点ベース5を該水準の位置に固定するも
のである。8はセンターポイント1の座板2の上
面に突出した三本の埋め込みボルトで、支点ベー
ス5周囲のボルト孔5cを貫通し、各埋め込みボ
ルト8の先端よりナツト8aを挿嵌し、前記支点
ベース5の水準をより確実に保つものである。9
は外面にねじを穿設した円筒状の高さ調整ねじ
で、一端に支点ベース5の円筒部5bを挿嵌する
嵌入孔9aを穿設したものである。10,10は
高さ調整ナツトで、高さ調整用ねじ9の外面に挿
嵌し、高さ調整するものである。11は固定ベー
スで、二本の山形鋼11a,11aを第10図お
よび第11図に示すように対向してその両端部下
面等で固定したもので、先端にそれぞれ前記ライ
ナープレート4の連結フランジ部4aに穿設した
孔4bに符合する孔11cを穿設した連結固定部
材11bを付設したものである。12は下フレー
ムで、第10図に示すように固定ベース11の対
向する山形鋼11a,11aとそれぞれ対向する
山形鋼12a,12aで構成し、中間部等で相互
を連結固定し、該固定ベース11の山形鋼11
a,11a上に摺動自在に下フレーム12を載置
し、両者を長孔12cを介してボルト12d、ナ
ツト12eで固定可能としたものである。13は
固定ベース受台アームで、該アーム13の両端に
固定ベース11の山形鋼11a,11aを載置す
る固定ベース受台13a,13aを固定し、中央
に前記高さ調整ねじ9を挿入可能な貫通孔13を
穿設したブロツク13bを設備したもので、該ブ
ロツク13bの貫通孔13cに高さ調整ねじ9を
挿入し、前記高さ調整ナツト10,10をブロツ
ク13bの上下に挿嵌し、該ナツト10,10を
調整することにより固定ベース受台アーム13の
高さを調整し、ライナープレート4に先端を固定
された固定ベース11の水準を出すものである。
14は水平調整装置で、該固定ベース11の水準
を出す装置と前記各ジヤツキボルト7を調整する
ことにより支点ベース5の水準を出す装置とを合
わせたものである。15,15は固定ベース11
と下フレーム12のそれぞれ山形鋼11a,11
a,12a,12aが固定ベース受台13a,1
3aから抜出するのを防止する浮き止めボルト
で、該固定ベース受台13a,13aの上方に着
脱自在に挿嵌したものである。16は架台で、第
3図、第4図等に示すように山形鋼17a,17
aを二列に固定した本体フレーム17から成り、
該本体フレーム17の先端下面の両側に軸受17
bを突設し、前記下フレーム12の一端の両側の
山形鋼12a下面に突設した軸受12bと該軸受
17bとを回動自在に軸支し、該本体フレーム1
7の中間部下面両側に軸受17cを突設し、それ
ぞれ一方に長孔18cを穿設し、他方に該長孔1
8cを貫く高さ調整ボルト18dを挿嵌して伸縮
自在とした二本の山形鋼18a,18aから成る
角度調整用脚18の一端を前記本体フレーム17
の中間部下面両側の軸受17cに回動自在に軸支
し、該角度調整用脚18の他端を下フレーム12
の他端の両側の山形鋼12a上面に突設した軸受
12cに回動自在に軸支したものである。19は
スライド台で、前記本体フレーム17上を摺動す
るもので、第7図に示すように両側に山形鋼17
a,17aの辺より僅かに厚い調整板20a,2
0aを介して押え板20,20を固定し、山形鋼
17a,17aの両側の辺17d,17dをガイ
ドするようにしたものである。21はスライド台
19上に固定したギヤーボツクスで、上方の基部
に回転用駆動部としての油圧モータ22を固定
し、該モータ22の回転軸22aに固定した駆動
歯車23と、下方に後述のスパイラルロツド27
の軸部27a基端部に成形した六角軸27cを摺
動自在に挿嵌する軸孔24aを貫設し、その両側
の軸部24b,24bに軸受メタル24c,24
cを介在して中央部に成形した前記駆動歯車23
と噛合する従動歯車24とを収納するもので、下
方の基部にスパイラルロツド27の六角軸27c
の基端に打撃を与えるハンマー25を摺動自在に
案内する筒部21aを連設したものである。26
は打撃用駆動部としての小ストローク油圧シリン
ダで、該シリンダ26のピストンロツド26aの
先端を該ハンマー25に穿設したロツド孔25a
に挿嵌して固着し、該ギヤーボツクス21の筒部
21aの基端に固着したものである。27はスパ
イラルロツドで、軸部27aの周囲にスパイラル
状に二条の羽根27b,27bを成形したもの
で、該軸部27aの基端部に六角軸部27cを成
形し、前記従動歯車24の軸孔24aから突出す
るよう摺動自在に挿嵌するもので、先端にその先
端部を回転方向側をほぼ鉛直とした十文字状刃先
に成形し、該十文字状部28aの回転方向の先端
部にそれぞれ超硬チツプ29を付設し、十文字状
刃先の相対峙する一組の刃先と連続して二条の羽
根28c,28cをスパイラル状に胴部28bに
成形したビツト28を着脱自在に挿嵌したもので
ある。30,30はビツト28の胴部28bに穿
設した、従来同様のビツト28の掘進方向に開口
したエアー吹き出し孔で、31,31は該胴部2
8bに穿設したビツト28の掘進方向と逆方向に
開口したエアー吹き出し孔である。32は前記ギ
ヤーボツクス21の先端部に固定した排出部で、
前記スパイラルロツド27のスパイラル状羽根2
7b,27bの終端付近の上方をエアーダクト部
32aとし、同下方を後述の集塵器56で吸えな
い大きな土塊等の排土口および集塵能力を高める
ための吸気口32bとして開口したものである。
33はビツト28の外径より僅かに細い外径を有
するパイプで、スパイラルロツド27に挿嵌して
ケーシングパイプとするもので、該パイプ33の
基部33aを前記排出部32の先端部に固定した
ものである。34は架台16の本体フレーム17
先端部上面に固定した支持台で、該ケーシングパ
イプ33を摺動自在に支持するものである。35
は本体フレーム17の先端にその基部35aを固
定した、先端が拡がつたコーン形状の防塵キヤツ
プで、岩盤を削孔した場合等に発生する粉塵が周
辺に拡散するのを防止するためのもので、該基部
35aを前記ケーシングパイプ33に摺動自在に
挿嵌したものである。36はウオームとウオーム
歯車から成るウオーム減速機で、本体フレーム1
7の基端部下面に設備したもので、その入力軸3
6aにカツプリング37を介して推進用駆動部と
しての油圧モータ38の回転軸38aを連結し、
その出力軸36bにスプロケツト39を固定した
ものである。40は該スプロケツト39と同様の
スプロケツトで、本体フレーム17の先端部下面
の両側に突設した軸受17eに回動自在に軸受し
た軸40aに固定したものである。41はチエー
ンで、前記スプロケツト39,40に亘つて架設
するもので、該チエーン41の両端を前記スライ
ド台19の下面に突設した垂下板19aに固定
し、油圧モータ38が回動することによりスプロ
ケツト39,40間にチエーン41を移動させ、
スライド台19を本体フレーム17上に前進又は
後退させるものである。42は集塵機56と連結
する集塵ダクトで、前記排出部32の上方のエア
ーダクト部32aの側方開口32cに連結したも
ので、集塵ダクト42と集塵機56とを集塵ホー
ス56aにより連結し、削孔土、岩盤削孔時の粉
塵等を集塵機56へ導くためのものである。43
はエアー調整バルブで、前記ハンマー25を摺動
自在に案内する筒部21aに設けたエアー吸入孔
44に連結したもので、開閉弁43aによりエア
ーコンプレツサー57からエアーホース57aを
介して供給されるエアーの流量を調整して、スパ
イラルロツド27の軸部27aの中心に基端から
先端に亘つて穿設した公知のエアー孔27dを介
してビツト28の排気孔30,30,31,31
から該エアーを噴出させるものである。45,4
5は回転駆動部の油圧モータ22への油の流入、
排出を行う配管で、遠隔操作台46に設備した遠
隔制御装置46aとしての正逆回転切換弁47と
三方口分配器48の一方口を介してエンジン式油
圧ユニツト58に油圧ホース58aで連結したも
ので、該切換弁47を切換えるこにより、油の供
給、戻りを切換え、油圧モータ22の正逆回転を
切換えるものである。49,49は打撃駆動部の
油圧シリンダ26への油の流入、排出を行う配管
で、遠隔操作台46に設備した遠隔制御装置46
aとしての駆動停止切換弁50、可変流量調整弁
51と分配器48の他方の口を介して油圧ユニツ
ト58に連結したもので、該駆動停止切換弁50
を切換えてハンマー25によるスパイラルロツド
27の六角軸部27c基端への打撃の開始および
停止を制御し、可変流量調整弁51の調整ダイア
ル51aを調整することにより打撃数を任意調整
し得るようにしたものである。52,52は推進
駆動部の油圧モータ38への油の流入、排出を行
う配管で、遠隔操作台46に設備した遠隔制御装
置46aとしての前進後退切換弁53、それぞれ
前進および後退の速度調整のための可変流量調整
弁54,55と分配器48のもう一方の口を介し
て油圧ユニツト58に連結したもので、該前進後
退切換弁53を切換てスライド台19の前進およ
び後退を選択し、前進又は後退の場合にはそれぞ
れ前進用可変流量調整弁54又は後退用可変流量
調整弁55の調整ダイヤル54a,55aを調整
して前進又は後退の速度を調整するものである。
Reference numeral 1 is a center point, the tip of which is sharpened to make it easier to drive into the ground, and a disk-shaped seat plate 2 is inserted and fixed from the tip into the intermediate enlarged portion 1a, and the expanded bottom foundation construction surface 3 is excavated from the ground to the required depth. Using a hydraulic breaker or the like, a hydraulic breaker or the like is used to drive a liner plate 4, which serves as a shoring material, installed on the side periphery 3a of the construction surface 3 as a shoring material, from the tip of the center point 1 to the seat plate 2. Reference numeral 5 denotes a fulcrum base, to which a circular plate 5a similar to the seat plate 2 and a cylindrical portion 5b protruding upward from the circular plate 5a and into which a height adjustment screw 9 (to be described later) is inserted are fixed. Reference numeral 6 designates a spherical sliding bearing, which consists of an outer ring 6a having a spherical inner surface fixed to the lower end of the inner surface of the cylindrical portion 5b, an inner ring 6b having a spherical outer surface fitted into the outer ring 6a, and a shaft hole of the inner ring 6b. 6C, insert the core shaft 1b molded onto the intermediate enlarged portion 1a from the base end of the center point 1,
The fulcrum base 5 is also slidable in all directions about the center point 1. Reference numeral 7 denotes a jack bolt, which is screwed into each of the trisecting points on the same circumference on the disk 5a of the fulcrum base 5 by drilling screw holes therein.The tip of each jack bolt 7 is inserted into the center point 1. Seat plate 2 fixed by
By adjusting each jack bolt 7, the fulcrum base 5 is swung about the center point 1, and the level of the fulcrum base 5 is adjusted using a spirit level (not shown) installed on the fulcrum base 5. Then, the bolts 7 are tightened by nuts 7a inserted onto the fulcrum bases 5 of each jack bolt 7, and the fulcrum bases 5 are fixed at the level position. Reference numeral 8 denotes three embedded bolts protruding from the upper surface of the seat plate 2 of the center point 1, which pass through the bolt holes 5c around the fulcrum base 5, and insert nuts 8a from the tips of the respective embedded bolts 8 to secure the bolts to the fulcrum base. This will ensure that the level of 5 is maintained more reliably. 9
This is a cylindrical height adjustment screw with a thread bored on its outer surface, and has a fitting hole 9a formed at one end into which the cylindrical portion 5b of the fulcrum base 5 is inserted. Reference numerals 10 and 10 indicate height adjustment nuts which are inserted into the outer surface of the height adjustment screw 9 to adjust the height. Reference numeral 11 denotes a fixed base, which is made up of two angle irons 11a, 11a which are fixed at the lower surfaces of both ends of the two angle irons 11a, 11a facing each other as shown in FIGS. A connecting and fixing member 11b is attached, which has a hole 11c formed therein that corresponds to the hole 4b formed in the portion 4a. Reference numeral 12 designates a lower frame, as shown in FIG. 10, it is composed of opposing angle irons 11a, 11a of the fixed base 11 and angle irons 12a, 12a facing each other, which are connected and fixed to each other at the intermediate part, etc., and the fixed base 11 angle steel 11
A lower frame 12 is slidably mounted on the upper frame 11a and 11a, and both can be fixed with bolts 12d and nuts 12e through elongated holes 12c. 13 is a fixed base pedestal arm, fixed base pedestals 13a, 13a on which the angle irons 11a, 11a of the fixed base 11 are placed are fixed at both ends of the arm 13, and the height adjustment screw 9 can be inserted into the center. The height adjustment screw 9 is inserted into the through hole 13c of the block 13b, and the height adjustment nuts 10 are inserted into the top and bottom of the block 13b. By adjusting the nuts 10, 10, the height of the fixed base pedestal arm 13 is adjusted, and the fixed base 11 whose tip is fixed to the liner plate 4 is leveled.
Reference numeral 14 denotes a leveling device, which combines a device for leveling the fixed base 11 and a device for leveling the fulcrum base 5 by adjusting each of the jack bolts 7. 15, 15 is the fixed base 11
and the angle irons 11a, 11 of the lower frame 12, respectively.
a, 12a, 12a are fixed base pedestals 13a, 1
This is a floating retaining bolt that prevents it from being pulled out from the fixed base pedestal 13a, and is detachably inserted and fitted above the fixed base pedestals 13a, 13a. Reference numeral 16 denotes a frame, and as shown in FIGS. 3 and 4, angle irons 17a and 17
Consists of a main body frame 17 in which a is fixed in two rows,
Bearings 17 are provided on both sides of the bottom surface of the tip of the main body frame 17.
The main body frame 1
Bearings 17c are provided protrudingly on both sides of the lower surface of the middle part of 7, and a long hole 18c is bored in each one, and the long hole 18c is bored in the other side.
One end of the angle adjustment leg 18, which is made up of two angle irons 18a and 18a which are made telescopic by inserting a height adjustment bolt 18d penetrating through the main body frame 17
The other end of the angle adjusting leg 18 is rotatably supported on bearings 17c on both sides of the intermediate lower surface of the lower frame 12.
It is rotatably supported by bearings 12c protruding from the upper surface of the angle iron 12a on both sides of the other end. Reference numeral 19 denotes a slide table which slides on the main body frame 17, and has angle irons 17 on both sides as shown in FIG.
Adjustment plates 20a, 2 slightly thicker than the sides of a, 17a
The presser plates 20, 20 are fixed via 0a, and the sides 17d, 17d on both sides of the angle irons 17a, 17a are guided. Reference numeral 21 designates a gear box fixed on the slide base 19, with a hydraulic motor 22 as a rotation drive unit fixed to the upper base, a drive gear 23 fixed to the rotating shaft 22a of the motor 22, and a spiral to be described below. Rod 27
A shaft hole 24a into which a molded hexagonal shaft 27c is slidably inserted is provided at the base end of the shaft portion 27a, and bearing metals 24c, 24 are provided in the shaft portions 24b, 24b on both sides of the shaft hole 24a.
The driving gear 23 formed in the center with c
The hexagonal shaft 27c of the spiral rod 27 is housed at the lower base.
A cylindrical portion 21a that slidably guides a hammer 25 that applies a blow to the base end of the cylindrical portion 21a is continuously provided. 26
is a small stroke hydraulic cylinder as a driving part for striking, and the tip of a piston rod 26a of the cylinder 26 is connected to a rod hole 25a formed in the hammer 25.
It is inserted into and fixed to the base end of the cylindrical portion 21a of the gear box 21. Reference numeral 27 designates a spiral rod in which two spiral blades 27b, 27b are molded around a shaft portion 27a, and a hexagonal shaft portion 27c is molded at the base end of the shaft portion 27a. It is slidably inserted so as to protrude from the shaft hole 24a, and the distal end thereof is formed into a cross-shaped cutting edge with the rotation direction side substantially vertical, and the distal end of the cross-shaped portion 28a in the rotation direction is formed into a cross-shaped cutting edge. Each has a carbide tip 29 attached thereto, and a bit 28 is removably inserted into the body 28b in which two blades 28c, 28c are formed in a spiral shape continuously with a pair of opposing cutting edges of a cross-shaped cutting edge. It is. Numerals 30 and 30 are air blow-off holes opened in the digging direction of the bit 28, similar to the conventional ones, which are bored in the body part 28b of the bit 28, and 31 and 31 are air blow-off holes that are opened in the digging direction of the bit 28, as in the conventional case.
This is an air blowing hole that opens in the opposite direction to the digging direction of the bit 28 drilled in the hole 8b. 32 is a discharge part fixed to the tip of the gear box 21;
Spiral blades 2 of the spiral rod 27
The upper part near the ends of 7b and 27b is an air duct part 32a, and the lower part thereof is opened as an outlet for discharging large clods of soil that cannot be sucked up by a dust collector 56, which will be described later, and as an intake port 32b for increasing the dust collection capacity. be.
A pipe 33 has an outer diameter slightly smaller than the outer diameter of the bit 28, and is inserted into the spiral rod 27 to serve as a casing pipe.The base 33a of the pipe 33 is fixed to the tip of the discharge part 32. This is what I did. 34 is the main body frame 17 of the pedestal 16
The casing pipe 33 is slidably supported by a support fixed to the upper surface of the tip. 35
is a cone-shaped dustproof cap with a widened tip, whose base 35a is fixed to the tip of the main body frame 17, and is used to prevent dust generated when drilling holes in rock from spreading to the surrounding area. , the base portion 35a is slidably inserted into the casing pipe 33. 36 is a worm reducer consisting of a worm and a worm gear, and the main body frame 1
It is installed on the bottom surface of the proximal end of the input shaft 3.
A rotating shaft 38a of a hydraulic motor 38 as a propulsion drive unit is connected to 6a via a coupling ring 37,
A sprocket 39 is fixed to the output shaft 36b. A sprocket 40 similar to the sprocket 39 is fixed to a shaft 40a rotatably supported by bearings 17e protruding from both sides of the lower surface of the distal end of the main body frame 17. Reference numeral 41 denotes a chain, which is installed across the sprockets 39 and 40. Both ends of the chain 41 are fixed to a hanging plate 19a protruding from the lower surface of the slide table 19, and when the hydraulic motor 38 rotates, Move the chain 41 between sprockets 39 and 40,
The slide table 19 is moved forward or backward onto the main body frame 17. 42 is a dust collection duct connected to the dust collector 56, which is connected to the side opening 32c of the air duct section 32a above the discharge section 32, and the dust collection duct 42 and the dust collector 56 are connected by a dust collection hose 56a. This is for guiding the excavated soil, dust, etc. during rock drilling to the dust collector 56. 43
An air adjustment valve is connected to an air suction hole 44 provided in the cylindrical portion 21a that slidably guides the hammer 25, and is supplied from an air compressor 57 via an air hose 57a by an on-off valve 43a. The exhaust holes 30, 30, 31, 31 of the bit 28 are adjusted through a known air hole 27d drilled in the center of the shaft portion 27a of the spiral rod 27 from the base end to the tip end.
The air is blown out from the 45,4
5 is the inflow of oil into the hydraulic motor 22 of the rotary drive unit;
A pipe for discharging water, which is connected to an engine-type hydraulic unit 58 with a hydraulic hose 58a through one port of a forward/reverse rotation switching valve 47 as a remote control device 46a installed on a remote control console 46 and a three-way distributor 48. By switching the switching valve 47, the oil supply and return are switched, and the forward and reverse rotation of the hydraulic motor 22 is switched. 49, 49 are pipes for inflowing and discharging oil into the hydraulic cylinder 26 of the impact drive unit, and a remote control device 46 installed on the remote control table 46.
It is connected to the hydraulic unit 58 through the drive stop switching valve 50, the variable flow rate adjustment valve 51, and the other port of the distributor 48 as shown in FIG.
to control the start and stop of the impact of the hammer 25 on the base end of the hexagonal shaft portion 27c of the spiral rod 27, and by adjusting the adjustment dial 51a of the variable flow rate adjustment valve 51, the number of impacts can be arbitrarily adjusted. This is what I did. Reference numerals 52 and 52 designate pipes for inflowing and discharging oil into and out of the hydraulic motor 38 of the propulsion drive unit, and a forward and backward switching valve 53 as a remote control device 46a installed on the remote control console 46, respectively, for adjusting forward and backward speeds. It is connected to a hydraulic unit 58 through variable flow rate adjustment valves 54, 55 and the other port of the distributor 48, and selects forward or backward movement of the slide base 19 by switching the forward/backward switching valve 53. In the case of forward movement or backward movement, the forward or backward speed is adjusted by adjusting the adjustment dials 54a and 55a of the forward variable flow rate regulating valve 54 or the backward variable flow rate regulating valve 55, respectively.

次に本発明装置を使用するに当たつては、従来
工法と同様に地上から所要深さに掘削した拡底基
礎施工面3の側周3aに土留めのための円筒状ラ
イナープレート4を設置しておき、該ライナープ
レート4が構成する円形断面の該施工面3におけ
る中心付近にセンターポイント1の先端より座板
2までをハンドブレーカー等を使用して打ち込
み、該センターポイント1の基端に支点ベース5
の円筒部5bをその下方より挿嵌し、該円筒部5
bに外輪6bを固定した球面滑り軸受6の内輪6
bの軸孔6cをセンターポイント1の中間膨大部
1a上の心軸1bに挿嵌すると共に、支点ベース
5の円板5aの各ボルト孔5cに座板2の上面に
突設した各埋め込みボルト8を挿入して該円板5
aに挿嵌した各ジヤツキボルト7の先端を該座板
2上に当接して載置し、各ジヤツキボルトを調整
して支点ベース5の円板5aの水準を出し、円筒
部5bを鉛直に保持する。次いで該円筒部5bに
予め固定ベース受台アーム13の上下に高さ調整
ナツト10,10を挿嵌した高さ調整ねじ9の嵌
入孔9aを嵌入し、該固定ベース受台アーム13
の固定ベース受台13a,13aに固定ベース1
1の山形鋼11a,11aを載置し、該山形鋼1
1a,11aのそれぞれ先端の連結固定部材11
bを前記ライナープレート14の連結フランジ部
4aに固定し、該高さ調整ナツト10,10を調
整することにより固定ベース11の水準を出し、
本体フレーム17上にスライド台19と、該スラ
イド台19上に回転用、打撃用の各駆動部、本体
フレーム17の基端部下面に推進用駆動部を設備
した架台16の下フレーム12を該固定ベース1
1上に載置する。次に架台16の両側の角度調整
用脚18の高さを該脚18を伸縮させることによ
り削孔角度αを選択し、スパイラルロツド27の
先端のビツト28を削孔口に合わせ、固定ベース
11と下フレーム12とを固定する。次に遠隔操
作台46および集塵機56、エアーコンプレツサ
ー57、油圧ユニツト58をセツトし、油圧ホー
ス58a、エアーホース57a、および集塵ホー
ス56aを油圧ユニツト58と操作台46の三方
口分配器48の元栓、該分配器48の三方口と油
圧モータ22,38、油圧シリンダ26、エアー
コンプレツサー58とエアー調整バルブ43、集
塵機56と集塵ダクト42とをそれぞれ連結す
る。
Next, when using the device of the present invention, a cylindrical liner plate 4 for earth retaining is installed on the side periphery 3a of the expanded bottom foundation construction surface 3 that has been excavated to the required depth from the ground as in the conventional construction method. Then, use a hand breaker or the like to drive the center point 1 from the tip of the center point 1 to the seat plate 2 near the center of the construction surface 3 of the circular cross section that the liner plate 4 constitutes, and place a fulcrum at the base end of the center point 1. base 5
The cylindrical part 5b is inserted from below, and the cylindrical part 5
Inner ring 6 of spherical sliding bearing 6 with outer ring 6b fixed to b
The shaft hole 6c of b is inserted into the center shaft 1b on the intermediate enlarged portion 1a of the center point 1, and each embedded bolt is provided in each bolt hole 5c of the disc 5a of the fulcrum base 5 to protrude from the upper surface of the seat plate 2. 8 and insert the disc 5
Place the tip of each jack bolt 7 inserted into a in contact with the seat plate 2, adjust each jack bolt to level the disc 5a of the fulcrum base 5, and hold the cylindrical part 5b vertically. . Next, the insertion hole 9a of the height adjustment screw 9, in which the height adjustment nuts 10, 10 are inserted in advance on the upper and lower sides of the fixed base pedestal arm 13, is fitted into the cylindrical portion 5b, and the fixed base pedestal arm 13 is inserted into the insertion hole 9a of the height adjustment screw 9.
The fixed base 1 is attached to the fixed base pedestals 13a, 13a.
The angle irons 11a, 11a of 1 are placed, and the angle irons 1
Connection fixing member 11 at the tip of each of 1a and 11a
b is fixed to the connecting flange portion 4a of the liner plate 14, and the level of the fixed base 11 is adjusted by adjusting the height adjustment nuts 10, 10,
The lower frame 12 of the pedestal 16 is equipped with a slide stand 19 on the main body frame 17, drive parts for rotation and impact on the slide stand 19, and a drive part for propulsion on the lower surface of the base end of the main body frame 17. Fixed base 1
Place it on 1. Next, the drilling angle α is selected by extending and contracting the height of the angle adjusting legs 18 on both sides of the pedestal 16, and the bit 28 at the tip of the spiral rod 27 is aligned with the drilling hole, and the fixing base is 11 and the lower frame 12 are fixed. Next, set the remote control console 46, dust collector 56, air compressor 57, and hydraulic unit 58, and connect the hydraulic hose 58a, air hose 57a, and dust collection hose 56a to the hydraulic unit 58 and the three-way outlet distributor 48 of the operation console 46. The three-way outlet of the distributor 48 is connected to the hydraulic motors 22, 38, the hydraulic cylinder 26, the air compressor 58 and the air adjustment valve 43, and the dust collector 56 and the dust collection duct 42, respectively.

この状態で削孔する地盤が土層の場合には遠隔
制御装置46aの正逆転切換弁47を中立の停止
位置から正回転方向に操作すれば、回転駆動用油
圧モータ22により駆動歯車23、従動歯車24
を介して六角軸27cに回転が伝えられ、スパイ
ラルロツド27がケーシングパイプ33中で回転
する、次に前進後退切換弁53を中立位置から前
進側に操作すれば、推進用油圧モータ38が可変
流量調整弁54の設定に応じた速度で回転し、該
回転がウオーム減速機36を介してスプロケツト
39,40に架設されたチエーン41の前進運動
に変換され、チエーン41の両端を固定した垂下
板19aを介してスライド台19が本体フレーム
17に沿つて前進する。これに伴いスライド台1
9にギアーボツクス21を介して固定された回転
用油圧モータ22、打撃用油圧シリンダ26、ス
パイラルロツド27およびケーシングパイプ33
が一体となつて前進し、ケーシングパイプ33は
スパイラルロツド27と共にフレーム17の先端
部上面に固定した支持台34に案内されて本体フ
レーム17先端より突出し、スパイラルロツド2
7先端に取付けたビツト28により斜状削孔が開
始される。該斜状削孔を開始するに当たり、予め
エアー調整バルブ43の開閉弁43aを開き、エ
アーコンプレツサー57からの圧縮エアーをエア
ー吸入口44より筒部21aに供給し、該圧縮エ
アーはスパイラルロツド27の軸部27aのエア
ー孔27dを通つてビツト28のエアー吹き出し
孔30,30,31,31から噴出しておく。そ
してビツト28により削孔された土はケーシング
パイプ33に挿嵌されたスパイラルロツド27の
回転により、スパイラルロツド27とケーシング
パイプ33間をスクリユウコンベア状にスパイラ
ルロツド27のスパイラル状羽根27b,27b
の終端付近の排出部32に送られ、エアーダクト
32aから集塵機56に吸い込まれ、該集塵機で
吸えない大きな土塊等は排土口32bから外部に
放出される。このとき前記ビツト28から供給さ
れるエアーが土砂を分散させ、浮力を与えるた
め、円滑な排土状態が達成できるものである。
If the ground to be drilled in this state is a soil layer, if the forward/reverse switching valve 47 of the remote control device 46a is operated from the neutral stop position to the forward rotation direction, the rotation drive hydraulic motor 22 will cause the drive gear 23 to gear 24
Rotation is transmitted to the hexagonal shaft 27c through the hexagonal shaft 27c, causing the spiral rod 27 to rotate in the casing pipe 33.Next, when the forward/backward switching valve 53 is operated from the neutral position to the forward side, the propulsion hydraulic motor 38 is changed. The hanging plate rotates at a speed according to the setting of the flow rate adjustment valve 54, and the rotation is converted into the forward motion of the chain 41 installed on the sprockets 39 and 40 via the worm reducer 36, and the hanging plate fixes both ends of the chain 41. The slide table 19 moves forward along the main body frame 17 via the slide 19a. Along with this, slide stand 1
A rotating hydraulic motor 22, a striking hydraulic cylinder 26, a spiral rod 27, and a casing pipe 33 are fixed to the rotary cylinder 9 via a gear box 21.
The casing pipe 33 and the spiral rod 27 move forward together, and the casing pipe 33 and the spiral rod 27 are guided by a support base 34 fixed to the upper surface of the tip of the frame 17 and protrude from the tip of the main body frame 17, and the spiral rod 2
Diagonal drilling is started by the bit 28 attached to the tip of the hole 7. Before starting the oblique drilling, the on-off valve 43a of the air adjustment valve 43 is opened in advance, and compressed air from the air compressor 57 is supplied to the cylindrical part 21a from the air suction port 44. Air is blown out from the air blowing holes 30, 30, 31, 31 of the bit 28 through the air hole 27d of the shaft portion 27a of the door 27. Then, the soil drilled by the bit 28 is conveyed between the spiral rod 27 and the casing pipe 33 like a screw conveyor by the rotation of the spiral rod 27 fitted into the casing pipe 33. , 27b
The soil is sent to the discharge section 32 near the terminal end of the soil, and is sucked into the dust collector 56 through the air duct 32a, and large clods of soil that cannot be sucked up by the dust collector are discharged to the outside from the soil discharge port 32b. At this time, the air supplied from the bit 28 disperses the earth and sand and provides buoyancy, so that smooth earth removal can be achieved.

また地盤が地表から岩盤層である場合、或いは
土層から岩盤層に移つた倍には、前記状態のまま
遠隔制御装置46aの駆動停止切換弁50を起動
側に操作すると、打撃用油圧シリンダ26が作動
し、ピストンロツド26a先端に固着されている
ハンマー25が可変流量調整弁51の設定に応じ
た数で小ストロークの往復運動をし、回転状態に
あるスパイラルロツド27の軸部27aの六角軸
27c基端に打撃力を伝え、スパイラルロツド2
7先端のビツト28には回転と打撃とが組み合わ
せて与えられるから、岩盤層の削孔が効率よく行
われるものである。このとき岩盤の削孔により生
じた切粉は、前記削孔土の場合と同様にスパイラ
ルロツド27のエアー孔を通りビツト28のエア
ー吹き出し孔30,30,31,31から噴出さ
れるエアーの力によりスパイラルロツド27とケ
ーシングパイプ33との間に気流搬送され、排出
部32のエアーダクト部32aから集塵ダクト4
2を介して集塵機56に吸入される。
In addition, when the ground is from the ground surface to a bedrock layer, or when the ground has changed from a soil layer to a bedrock layer, if the drive stop switching valve 50 of the remote control device 46a is operated to the activation side in the above state, the impact hydraulic cylinder 26 is activated, and the hammer 25 fixed to the tip of the piston rod 26a makes a reciprocating motion with a small stroke according to the setting of the variable flow rate regulating valve 51, and the hexagonal shaft of the shaft portion 27a of the spiral rod 27 in a rotating state 27c Transmit the impact force to the base end of the spiral rod 2
Since the bit 28 at the tip of 7 is subjected to a combination of rotation and impact, drilling in the rock layer can be carried out efficiently. At this time, the chips generated by drilling into the rock mass pass through the air hole of the spiral rod 27 and are blown out from the air blowing holes 30, 30, 31, 31 of the bit 28, as in the case of the drilling soil. Due to the force, the airflow is carried between the spiral rod 27 and the casing pipe 33, and the dust is transferred from the air duct part 32a of the discharge part 32 to the dust collection duct 4.
2 to the dust collector 56.

更に岩盤層から土層に移つた場合には、遠隔制
御装置46aの駆動停止切換弁50を停止側に操
作し、打撃用油圧シリンダ26の作動を停止して
回動用油圧モータ22による回動のみをスパイラ
ルロツド27の先端のビツト28に与えるように
する。
Furthermore, when the bedrock layer shifts to the soil layer, the drive stop switching valve 50 of the remote control device 46a is operated to the stop side, the operation of the impact hydraulic cylinder 26 is stopped, and only rotation by the rotation hydraulic motor 22 is performed. is applied to the bit 28 at the tip of the spiral rod 27.

削孔が終了すると、前進後退切換弁53を後退
側に操作し、推進用油圧モータ38を前記と逆方
向に回転させてスライド台19を本体フレーム1
7に沿つて後退させ、一箇所の削孔作業が終了す
る。
When drilling is completed, the forward/backward switching valve 53 is operated to the backward side, the propulsion hydraulic motor 38 is rotated in the opposite direction, and the slide table 19 is moved to the main body frame 1.
7, and the drilling work at one location is completed.

次の削孔を行う場合には、前の削孔位置のライ
ナープレート4の連結フランジ部4aと固定ベー
ス11先端の連結固定部材11a,11bとの固
定を解き、該連結固定部材11b,11bをライ
ナープレート4の円周方向に、高さ調整用ねじ9
をその嵌入孔9aに嵌入した支点ベース5の円筒
部5bの囲りに移動して、次の削孔位置のライナ
ープレート4の連結フランジ部4aとを固定し直
すのみで、前記同様の操作を繰り返すことによ
り、削孔を行うことができる。本実施例は鉄塔拡
底基礎用削孔に適用したものであるが、他の削孔
にも適用し得ることは勿論である。
When drilling the next hole, the connecting flange 4a of the liner plate 4 at the previous drilling position and the connecting fixing members 11a, 11b at the tip of the fixed base 11 are released, and the connecting fixing members 11b, 11b are removed. A height adjustment screw 9 is installed in the circumferential direction of the liner plate 4.
The same operation as above is carried out by simply moving the fulcrum base 5 around the cylindrical portion 5b of the fulcrum base 5 fitted into the insertion hole 9a and fixing it again to the connecting flange portion 4a of the liner plate 4 at the next drilling position. By repeating this process, the hole can be drilled. Although this embodiment is applied to drilling for the base of a steel tower, it is of course applicable to drilling other holes.

「発明の効果」 本発明は以上のような構成で、地盤が土層、岩
盤層或いはそれらが交互に混じり合つた層でも、
ビツト28やスパイラルロツド27等の工具を交
換する必要がなく、また人力を要さず、各種地盤
の削孔が遠隔操作で自動的に行えるから、拡底基
礎掘削作業が重労働とならず、作業者が少なくて
済む。
"Effects of the Invention" The present invention has the above-described configuration, and even if the ground is a soil layer, a bedrock layer, or a layer of layers in which these layers are mixed,
There is no need to replace tools such as the bit 28 or spiral rod 27, and drilling in various types of ground can be performed automatically by remote control without requiring human labor. There will be fewer people.

また遠隔操作による自動削孔が可能となるから
削孔による振動を一切受けることがなく、排土を
直接浴びることもなく、切粉は排出部32を通つ
て集塵機56に吸入されるため、拡底内に飛散せ
ず、各駆動部22,26,38を油圧駆動式とし
たため、従来のようにエンジン削岩機や空気削岩
機の場合に生じるエンジン音や排気音がなく、打
撃者もスパイラルロツド27にケーシングパイプ
33に覆われているため、作業騒音が低く押さえ
られ、振動、粉塵、騒音等の作業環境が改善され
る。
In addition, since automatic drilling is possible by remote control, there is no vibration caused by drilling, and there is no direct exposure to waste soil. Chips are sucked into the dust collector 56 through the discharge section 32, so the bottom can be expanded. Since the driving parts 22, 26, and 38 are hydraulically driven, there is no engine or exhaust noise that occurs with conventional engine rock drills or air rock drills, and the hitter can also enjoy the spiral movement. Since the rod 27 is covered with the casing pipe 33, the working noise is kept low, and the working environment such as vibration, dust, and noise is improved.

更にスパイラルロツド27がケーシングパイプ
33を挿嵌したため、削土および切粉等はそれぞ
れスパイラルロツド27とケーシングパイプ33
間をスクリユウコンベア状に搬送或いは気流搬送
され、削孔道内に停滞することがないから、スパ
イラルロツド27およびビツト28の回転の抵抗
とはならず、削孔不能になることはない。
Furthermore, since the casing pipe 33 is inserted into the spiral rod 27, the excavated soil and chips are removed from the spiral rod 27 and the casing pipe 33, respectively.
Since it is conveyed like a screw conveyor or airflow between the holes and does not stagnate in the drilling path, it does not create resistance to the rotation of the spiral rod 27 and the bit 28 and does not become impossible to drill.

またビツト肩部への岩石の小片の噛み込みが防
止でき、削孔の直進性が保て、削孔中がずれるこ
とがないことにより、スパイラルロツド27およ
びビツト28の引抜き強大な力を必要とせず、容
易に引抜くことができ、作業能率を向上させるこ
とができる。
In addition, it is possible to prevent small pieces of rock from getting caught in the shoulder of the bit, maintain the straightness of drilling, and prevent the hole from shifting during drilling, which makes it necessary to draw out the spiral rod 27 and bit 28 with great force. It can be easily pulled out without causing any damage, improving work efficiency.

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

添付図面は本発明実施の例の一例を示したもの
で、第1図は本発明削孔装置の使用状態を示す一
部断面とした概略側面図、第2図は一部断面にし
た装置本体の概略側面図、第3図は第2図A−A
線要部拡大断面図、第4図は同B−B線要部拡大
断面図、第5図はスライド台が本体フレームの最
下端まで下がつた状態の要部平面図、第6図は第
5図C−C線拡大断面図、第7図は同D−D線要
部断面図、第8図はビツトの側面図、第9図は同
正面図、第10図は水平調整装置を地盤にセツト
した状態の一部断面にした要部正面図、第11図
は水平調整装置の分解斜視図、第12図は遠隔操
作台の正面図である。 1……センターポイント、1a……中間膨大
部、1b……心軸、2……底板、3……拡底基礎
施工面、3a……側周、4……ライナープレー
ト、4a……連結フランジ部、4b……孔、5…
…支点ベース、5a……円板、5b……円筒部、
6……球面滑り軸受、6a……外輪、6b……内
輪、6c……軸孔、7……ジヤツキボルト、7a
……ナツト、8……埋め込みボルト、8a……ナ
ツト、9……高さ調整用ねじ、9a……嵌入孔、
10……高さ調整ナツト、11……固定ベース、
11a……山形鋼、11b……連結固定部材、1
1c……孔、12……下フレーム、12a……山
形鋼、12b,12c……軸受、12c……長
孔、12d……ボルト、12e……ナツト、13
……固定ベース受台アーム、13a……固定ベー
ス受台、13b……ブロツク、13c……貫通
孔、14……水平調整装置、15……浮き止めボ
ルト、16……架台、17……本体フレーム、1
7a……山形鋼、17b,17c……軸受、17
d……辺、17e……軸受、18……角度調整用
脚、18a,18b……山形鋼、18c……長
孔、18d……高さ調整ボルト、19……スライ
ド台、19a……垂下板、20……押え板、20
a……調整板、21……ギヤーボツクス、22…
…油圧モータ、22a……回転軸、23……駆動
歯車、24……従動歯車、24a……軸孔、24
b……軸部、24c……軸受メタル、25……ハ
ンマー、25a……ロツド孔、26……油圧シリ
ンダ、26a……ピストンロツド、27……スパ
イラルロツド、27a……軸部、27b……羽
根、27c……六角軸、27d……エアー孔、2
8……ビツト、28a……十文字状部、28b…
…胴部、28c……羽根、29……超硬チツプ、
30,31……エアー吹き出し孔、32……排出
部、32a……エアーダクト部、32b……排土
口および吸気口、32c……側方開口、33……
ケーシングパイプ、33a……基部、34……支
持台、35……防塵キヤツプ、35a……基部、
36……ウオーム減速機、36a……入力軸、3
6b……出力軸、37……カツプリング、38…
…油圧モータ、38a……回転軸、39,40…
…スプロケツト、40a……軸、41……チエー
ン、42……集塵ダクト、43……エアー調整バ
ルブ、43a……開閉弁、44……エアー吸入
口、45……配管、46……遠隔操作台、46a
……遠隔制御装置、47……正逆回転切換弁、4
8……三方口分配器、49……配管、50……駆
動停止切換弁、51……可変流量調整弁、51a
……調整ダイヤル、52……配管、53……前進
後退切換弁、54,55……可変流量調整弁、5
4a,55a……調整ダイヤル、56……集塵
機、56a……集塵ホース、57……エアーコン
プレツサー、57a……エアーホース、58……
油圧ユニツト、58a……油圧ホース。
The attached drawings show an example of an embodiment of the present invention, in which Fig. 1 is a schematic side view, partially in section, showing the state in which the drilling device of the present invention is used, and Fig. 2 is a partially sectional view of the main body of the device. Schematic side view of Figure 3 is Figure 2 A-A
Figure 4 is an enlarged cross-sectional view of the main part along the line B-B, Figure 5 is a plan view of the main part with the slide platform lowered to the lowest end of the main body frame, and Figure 6 is the main part plan view. Figure 5 is an enlarged cross-sectional view taken along the line C-C, Figure 7 is a cross-sectional view of the main part taken along the line D-D, Figure 8 is a side view of the bit, Figure 9 is a front view of the same, and Figure 10 is a horizontal adjustment device placed on the ground. 11 is an exploded perspective view of the horizontal adjustment device, and FIG. 12 is a front view of the remote control console. DESCRIPTION OF SYMBOLS 1... Center point, 1a... Intermediate expansion part, 1b... Center axis, 2... Bottom plate, 3... Expanded base construction surface, 3a... Side circumference, 4... Liner plate, 4a... Connecting flange part , 4b... hole, 5...
...Fulcrum base, 5a...disc, 5b...cylindrical part,
6... Spherical sliding bearing, 6a... Outer ring, 6b... Inner ring, 6c... Shaft hole, 7... Jacket bolt, 7a
... Nut, 8 ... Embedded bolt, 8a ... Nut, 9 ... Height adjustment screw, 9a ... Fitting hole,
10... Height adjustment nut, 11... Fixed base,
11a... angle iron, 11b... connection fixing member, 1
1c...hole, 12...lower frame, 12a...angle iron, 12b, 12c...bearing, 12c...long hole, 12d...bolt, 12e...nut, 13
...Fixed base pedestal arm, 13a...Fixed base pedestal, 13b...Block, 13c...Through hole, 14...Horizontal adjustment device, 15...Floating stop bolt, 16... Frame, 17... Main body frame, 1
7a... angle iron, 17b, 17c... bearing, 17
d...Side, 17e...Bearing, 18...Angle adjustment leg, 18a, 18b...Angle iron, 18c...Long hole, 18d...Height adjustment bolt, 19...Slide base, 19a...Descent Board, 20...Press plate, 20
a... Adjustment plate, 21... Gearbox, 22...
... Hydraulic motor, 22a ... Rotating shaft, 23 ... Drive gear, 24 ... Driven gear, 24a ... Shaft hole, 24
b...shaft, 24c...bearing metal, 25...hammer, 25a...rod hole, 26...hydraulic cylinder, 26a...piston rod, 27...spiral rod, 27a...shaft, 27b... Blade, 27c...Hexagonal shaft, 27d...Air hole, 2
8...Bit, 28a...Cross-shaped part, 28b...
...Body part, 28c...Feather, 29...Carbide tip,
30, 31... Air blowout hole, 32... Discharge part, 32a... Air duct part, 32b... Soil discharge port and intake port, 32c... Side opening, 33...
Casing pipe, 33a... base, 34... support stand, 35... dustproof cap, 35a... base,
36...Worm reducer, 36a...Input shaft, 3
6b... Output shaft, 37... Coupling, 38...
...Hydraulic motor, 38a... Rotating shaft, 39, 40...
...Sprocket, 40a...Shaft, 41...Chain, 42...Dust collection duct, 43...Air adjustment valve, 43a...Opening/closing valve, 44...Air inlet, 45...Piping, 46...Remote control Stand, 46a
...Remote control device, 47...Forward/reverse rotation switching valve, 4
8... Three-way outlet distributor, 49... Piping, 50... Drive stop switching valve, 51... Variable flow rate adjustment valve, 51a
...Adjustment dial, 52...Piping, 53...Forward/backward switching valve, 54, 55...Variable flow rate adjustment valve, 5
4a, 55a...adjustment dial, 56...dust collector, 56a...dust collection hose, 57...air compressor, 57a...air hose, 58...
Hydraulic unit, 58a...hydraulic hose.

Claims (1)

【特許請求の範囲】 1 回転数および打撃数をそれぞれ自由に調整可
能としたビツトに遠隔操作によりケーシング付き
スパイラルロツドを介して該ビツト先端の各種地
盤に最適の回転と打撃を与え、そしてビツトを調
整自在の速度で、しかも地盤の変化に影響されな
い定速度自動推進し、該ロツドの中心にエアーを
通し、そして該エアーをビツトからビツトの掘進
方向とその逆方向に両方向に噴射し、切粉と排土
はスパイラルロツドとケーシングとの間を通り、
スパイラルロツドの基部から削孔と別動力で排出
することを特徴とする各種地盤に適合する小口径
削孔方法。 2 地上から所要探さに掘削した拡底基礎施工面
の側周に設置したライナープレートの中心の該施
工面に水平調整装置を介して回動自在に固定ベー
スを設け、該固定ベースの先端をライナープレー
ト等支保工材に着脱自在に固定し、該固定ベース
上に摺動自在に下フレームを載置し、該下フレー
ムの一端に架台の先端部を回動自在に軸支し、下
フレームの他端部と架台の中間部とを伸縮自在に
角度調整用脚で回動自在に軸支し、該架台上を摺
動移行するスライド台を設備し、該スライド台上
に回転用駆動部と打撃用駆動部とを配置し、掘進
方向とその逆方向の両方向にエアー吹き出し孔を
穿設したビツトを先端に固定したスパイラルロツ
ドの基端が該回転用駆動部と打撃用駆動部とに連
結し、該スパイラルロツドにケーシングパイプを
挿嵌し、該パイプ基部をスパイラルロツド基端部
に設備した排出部に固定し、該パイプ先端部を架
台先端部上方に固定した支持台に摺動自在に挿嵌
し、該排出部上方のエアーダクト部を集塵機に連
結し、排出部下方を該集塵機で吸えない大きな土
塊等の排土口および集塵能力を高めるための吸気
口として開口し、該架台先端に該ケーシングパイ
プが摺動自在に挿嵌する防塵用キヤツプを付設
し、前記スライド台をスパイラルロツドと共に架
台上を前進および後退させる推進用駆動部を設備
し、前記各駆動部を遠隔的に制御する遠隔制御装
置を設け、地盤に合わせて回転と打撃の数とを別
個に調整自在に且つ推進駆動を一定速度で調整自
在としたことを特徴とする各種地盤に適合する小
口径削孔装置。 3 地上から所要深さに掘削した拡底基礎施工面
の側周に設置したライナープレート等支保工材が
構成する円形断面の中心付近の該施工底面に打ち
込んだセンターポイントの座板上方に球面滑り軸
受を介して支点ベースを挿嵌し、該支点ベースに
該座板上に当接するジヤツキボルトをねじ込み、
該支点ベース上方に高さ調整用ねじを回転自在に
挿嵌し、該ねじに上下より高さ調整ナツトをねじ
込んで固定ベース受台アームを介在固定し、該ア
ームの固定ベース受台に先端を前記ライナープレ
ート等支保工材に着脱自在に固定した固定ベース
を嵌入載置し、固定ベースおよび支点ベースの水
準を出す水平調整装置とし、該固定ベース上に摺
動自在に且つ固定可能に下フレームを載置し、該
下フレームの一端に架台の先端部を回動自在に軸
支し、下フレームの他端部と架台の中間部とを伸
縮自在の角度調整用脚で回動自在に軸支し、該架
台上を摺動移行するスライド台を設備し、該スラ
イド台上に回転用駆動部と打撃用駆動部とを配置
し、掘進方向および逆方向の両方向にエアー吹き
出し孔を穿設したビツトを先端に固定したスパイ
ラルロツドの基端を該回転用駆動部と打撃用駆動
部とに連結し、該スパイラルロツドにビツト外径
より僅かに細い外径のケーシングパイプを挿嵌
し、該パイプ基部をスパイラルロツド基端部に設
備した排出部に固定し、該パイプ先端部を架台先
端部上方に固定した支持台に摺動自在に挿嵌し、
該排出部上方のエアーダクト部を集塵機に連結
し、排出部下方を該集塵機で吸えない大きな塊等
の排土口および集塵能力を高めるための吸気口と
して開口し、該架台先端に該ケーシングパイプが
摺動自在に挿嵌する防塵用キヤツプを付設し、前
記スライド台をスパイラルロツドと共に架台上を
前進および後退させる推進用駆動部を設備し、前
記各駆動部を遠隔的に制御する遠隔制御装置を設
け、地盤に合わせて回転と打撃の数とを別個に調
整自在に且つ推進駆動を一定速度で調整自在とし
たことを特徴とする各種地盤に適合する小口径削
孔装置。 4 ビツトにスパイラルロツドのエアー孔と連続
する掘進方向および逆方向の両方向にエアー吹き
出し孔を穿設すると共に、ビツト形状を回転方向
側をほぼ鉛直とした十文字刃とし、先端部の回転
方向に超硬チツプを付設し、ビツト胴部をスパイ
ラルロツドと同様のスパイラル状に成形したこと
を特徴とする請求項2又は請求項3記載の各種地
盤に適合する小口径削孔装置。 5 回転用駆動部、打撃用駆動部および推進用駆
動部はそれぞれ油圧により作動し、各駆動部に対
する遠隔制御装置として少なくとも回転用駆動部
に対しては正逆回転切換弁、打撃用駆動部に対し
ては駆動停止切換弁、推進用駆動部に対しては前
進後退切換弁を含む油圧回路を設備したことを特
徴とする請求項2又は請求項3記載の各種地盤に
適合する小口径削孔装置。
[Scope of Claims] 1. A bit whose rotational speed and number of blows can be freely adjusted are given optimal rotation and blows to various types of ground at the tip of the bit via a spiral rod with a casing by remote control, and the bit is The rod is automatically propelled at an adjustable speed and at a constant speed that is not affected by changes in the ground, and air is passed through the center of the rod, and the air is injected in both directions, from the bit to the bit in the digging direction and in the opposite direction. Powder and soil pass between the spiral rod and the casing,
A small-diameter drilling method suitable for various types of ground, characterized by ejecting the hole from the base of the spiral rod using a separate power source. 2. A fixed base is rotatably provided via a horizontal adjustment device on the construction surface at the center of the liner plate installed on the side circumference of the construction surface of the expanded base foundation excavated from the ground at the required depth, and the tip of the fixed base is attached to the liner plate. A lower frame is removably fixed to a supporting material, etc., a lower frame is slidably placed on the fixed base, the tip of the mount is rotatably supported at one end of the lower frame, and The end part and the middle part of the pedestal are rotatably supported by telescopic angle adjustment legs, and a slide pedestal is provided that slides on the pedestal, and a rotation drive unit and a striking part are mounted on the slide pedestal. The proximal end of a spiral rod, which has a bit fixed at its tip with air blow holes drilled in both the excavation direction and the opposite direction, is connected to the rotation drive part and the striking drive part. Then, a casing pipe is inserted into the spiral rod, the base of the pipe is fixed to a discharge section installed at the base end of the spiral rod, and the tip of the pipe is slid onto a support base fixed above the tip of the frame. The air duct part above the discharge part is connected to the dust collector, and the lower part of the discharge part is opened as a discharge port for large earth clods etc. that cannot be sucked up by the dust collector, and as an intake port to increase the dust collection capacity. A dust-proof cap into which the casing pipe is slidably inserted is attached to the tip of the pedestal, and a propulsion drive unit is provided for moving the slide pedestal forward and backward on the pedestal together with a spiral rod, and each of the drive units is A small-diameter device suitable for various types of ground that is equipped with a remote control device that allows the number of rotations and strikes to be adjusted separately according to the ground, and the propulsion drive to be adjusted at a constant speed. Drilling equipment. 3. A spherical sliding bearing is installed above the seat plate of the center point driven into the bottom surface of the construction near the center of the circular cross-section made up of supporting materials such as liner plates installed around the side of the construction surface of the expanded base foundation excavated to the required depth from the ground. Insert the fulcrum base through the fulcrum base, screw the jack bolt that contacts the seat plate into the fulcrum base,
Rotatably insert the height adjustment screw above the fulcrum base, screw the height adjustment nut onto the screw from above and below to fix the fixed base pedestal arm, and insert the tip of the arm into the fixed base pedestal. A fixed base removably fixed to the supporting material such as the liner plate is inserted and mounted, and a leveling device is used to level the fixed base and the fulcrum base, and the lower frame is slidably and fixably mounted on the fixed base. The tip of the pedestal is rotatably supported at one end of the lower frame, and the other end of the lower frame and the middle part of the pedestal are rotatably supported by telescopic angle adjusting legs. A slide base is installed to support and slide on the pedestal, a rotation drive unit and a striking drive unit are arranged on the slide base, and air blow holes are bored in both the excavation direction and the opposite direction. The proximal end of a spiral rod with a fixed bit fixed to the tip is connected to the rotating drive section and the striking drive section, and a casing pipe having an outer diameter slightly smaller than the outer diameter of the bit is inserted into the spiral rod. , the pipe base is fixed to a discharge part provided at the base end of the spiral rod, and the pipe tip is slidably inserted into a support fixed above the pedestal tip;
The air duct above the discharge part is connected to a dust collector, and the lower part of the discharge part is opened as a discharge port for large lumps that cannot be picked up by the dust collector, and as an intake port to increase the dust collection capacity. A dust-proof cap into which the pipe is slidably inserted is attached, a propulsion drive section is provided for moving the slide platform forward and backward on the pedestal together with a spiral rod, and a remote controller is provided to remotely control each of the drive sections. A small-diameter drilling device suitable for various types of ground, characterized in that it is equipped with a control device so that the rotation and the number of blows can be adjusted separately according to the ground, and the propulsion drive can be adjusted at a constant speed. 4 Air blow-off holes are bored in the bit in both the digging direction and the opposite direction, which are continuous with the air holes in the spiral rod, and the bit shape is a cross-shaped blade with the rotation direction side being almost vertical, and the tip part is made in the rotation direction. 4. A small-diameter drilling device suitable for various types of ground according to claim 2 or 3, characterized in that a carbide tip is attached and the bit body is formed into a spiral shape similar to a spiral rod. 5. The rotation drive unit, the impact drive unit, and the propulsion drive unit are each operated by hydraulic pressure, and the remote control device for each drive unit includes a forward/reverse rotation switching valve for at least the rotation drive unit, and a forward/reverse rotation switching valve for the impact drive unit. A small-diameter drilling hole suitable for various types of ground according to claim 2 or 3, characterized in that a hydraulic circuit including a drive stop switching valve for the propulsion drive unit and a forward/backward switching valve for the propulsion drive unit is installed. Device.
JP5065288A 1988-03-04 1988-03-04 Method and apparatus for drilling small hole matching various ground Granted JPH01226996A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5065288A JPH01226996A (en) 1988-03-04 1988-03-04 Method and apparatus for drilling small hole matching various ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5065288A JPH01226996A (en) 1988-03-04 1988-03-04 Method and apparatus for drilling small hole matching various ground

Publications (2)

Publication Number Publication Date
JPH01226996A JPH01226996A (en) 1989-09-11
JPH0579792B2 true JPH0579792B2 (en) 1993-11-04

Family

ID=12864870

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5065288A Granted JPH01226996A (en) 1988-03-04 1988-03-04 Method and apparatus for drilling small hole matching various ground

Country Status (1)

Country Link
JP (1) JPH01226996A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102476992B1 (en) * 2022-06-24 2022-12-14 (주)리콘 Displacement Control Soil Drilling System And Platform Reinforcement Method Using The Same

Also Published As

Publication number Publication date
JPH01226996A (en) 1989-09-11

Similar Documents

Publication Publication Date Title
US5542782A (en) Method and apparatus for in situ installation of underground containment barriers under contaminated lands
US5765965A (en) Apparatus for in situ installation of underground containment barriers under contaminated lands
US5957624A (en) Apparatus and method for in Situ installation of underground containment barriers under contaminated lands
CN112854239B (en) Reinforcing construction method for ultra-deep mucky soil layer triaxial mixing pile
JPH0536595B2 (en)
CN117145383A (en) Rectangular slide-resistant pile mechanical hole forming method capable of reaming and synchronously drilling horizontal cantilever
KR101582166B1 (en) Excavating bit having air-hammer and screw for excavating ground composed by earth, sand, soft rock and boulder
CN212506260U (en) Planting pile construction equipment
KR100377560B1 (en) A horizontal excavator to gather underground water
JPH0579792B2 (en)
DE602004005311T2 (en) Foundation stone drilling and excavating equipment
CN219412475U (en) Drilling machine for foundation bored pile construction
JP3042002U (en) Underground ground improvement device with co-rotation prevention
CN116950563A (en) Step-by-step rectangular deep hole drilling machine with haunched horizontal cantilever and adapted to rock stratum
JPH0738461Y2 (en) Blast hole drilling machine for excavation
CN116905964A (en) Rectangular pile mechanical hole forming method capable of reaming and asynchronous drilling and digging with haunching horizontal cantilever
JPH07217359A (en) Mud scraper
CN219033349U (en) Civil engineering foundation pit excavating device
CN220599716U (en) Rectangular slide-resistant pile drilling machine with armpit horizontal cantilever and step-by-step type size variable
JPH06264435A (en) Cement milk injection type down-hole hammer
CN213330884U (en) A small pile foundation equipment for construction
KR200364939Y1 (en) Hammer bit and excavation machine using the same
JP3427095B2 (en) Lining device for deep foundation pit inner wall
CN211422532U (en) Eccentric roller type scale cleaning drill bit
CN117072058A (en) Rectangular pile mechanical hole forming method capable of reaming step by step and drilling rectangular pile with haunched horizontal cantilever

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 14

Free format text: PAYMENT UNTIL: 20071104

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 15

Free format text: PAYMENT UNTIL: 20081104

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 15

Free format text: PAYMENT UNTIL: 20081104