JPS59233021A - Excavation work - Google Patents
Excavation workInfo
- Publication number
- JPS59233021A JPS59233021A JP10593383A JP10593383A JPS59233021A JP S59233021 A JPS59233021 A JP S59233021A JP 10593383 A JP10593383 A JP 10593383A JP 10593383 A JP10593383 A JP 10593383A JP S59233021 A JPS59233021 A JP S59233021A
- Authority
- JP
- Japan
- Prior art keywords
- guide
- frames
- attached
- excavation
- bit
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/13—Foundation slots or slits; Implements for making these slots or slits
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】 本発明は掘削工法に関するものである。[Detailed description of the invention] The present invention relates to an excavation method.
すなわち、予め削孔された左右一対のガイド設置孔にガ
イドフレームを建込み、ついで該ガイドフレーム間に回
転ビットを張架し、これを前記ガイドフレームに沿って
孔の長手方向に移動せしめることにより先行削孔された
孔間の地山を掘削するようにしたものである。That is, a guide frame is installed in a pair of left and right guide installation holes that have been drilled in advance, and then a rotating bit is stretched between the guide frames and is moved in the longitudinal direction of the hole along the guide frame. It is designed to excavate the ground between the holes that have been previously drilled.
本発明掘削工法は一気に縦孔を掘削するものでなく、予
めガイドフレームを建込むための孔の掘削を行ないこの
ガイドフレームを1つのガイドとして回転ビットを孔の
長手方向に移動させて掘削を行なうものであるので大が
かりな掘削機械を必要とせず平易に整孔を掘削できると
いう特徴を有するものである。The excavation method of the present invention does not involve excavating a vertical hole all at once; instead, a hole is excavated in advance for installing a guide frame, and the rotary bit is moved in the longitudinal direction of the hole using this guide frame as a guide to perform excavation. Since it is a type of material, it has the feature that it can easily drill holes without the need for large-scale excavation equipment.
以下図面に示す実施例について説明する。The embodiments shown in the drawings will be described below.
+1) (+)は地盤に予め掘削される左右一対のガイ
ド設置孔、+2) (2)は前記ガイド設置孔m (1
)に建込まれるガイドフレームであって、先端がシャー
プに形成されており、断面がU字形をなしている。+1) (+) is a pair of left and right guide installation holes drilled in advance in the ground, +2) (2) is the guide installation hole m (1
) is a guide frame that is built into a guide frame, and has a sharp tip and a U-shaped cross section.
断面U字形内には送水管(3)と油圧配管(4)が納め
られそれら表面はガイド板(5)でカバーされている0
ガイドフレーム(2+ (21の地表から露出した部分
には両フレーム(2)(2)を結合する上部横フレーム
(6)が横架され、これに油圧シリンダー(7) (7
)が取付けられ、このピストンロッド(8) (8)の
先端ニユニバーサルジョイントを介して押下板(9)が
取付けられており、この押下板(9)に直結された押下
管α@は掘下げ深度に合わせて継合わせ自在で前記横フ
レーム(6)とは別にフレーム間に用意された下部横フ
レームaυのガイド管aのでガイドされるようになって
いるっ
aQは押下管0@の継ぎ目を示す。A water pipe (3) and a hydraulic pipe (4) are housed inside the U-shaped cross section, and their surfaces are covered with a guide plate (5). (2) The upper horizontal frame (6) connecting (2) is suspended horizontally, and the hydraulic cylinder (7) (7
) is attached, and a push-down plate (9) is attached via a universal joint at the tip of this piston rod (8) (8), and the push-down pipe α@ directly connected to this push-down plate (9) is It is designed to be guided by the guide tube a of the lower horizontal frame aυ which is prepared between the frames separately from the horizontal frame (6) and can be joined together according to the horizontal frame (6).aQ indicates the joint of the push-down tube 0@ .
押下管(10)の先端にはU字形ブラケットα→が直結
されており、このブラケット04)に表面にチップを植
えた円筒状回転ピッ) (IGが横架されており、ブラ
ケット04)の外側に取付けられた摺動駒αQaQが前
記ガイドフレーム(2)のガイド板(5)に沿って摺動
する。A U-shaped bracket α→ is directly connected to the tip of the push-down tube (10), and a cylindrical rotary pin (IG) with a chip planted on the surface is mounted horizontally on this bracket 04), and the outer side of the bracket 04) A sliding piece αQaQ attached to slides along the guide plate (5) of the guide frame (2).
又、ガイドフレーム(2)に納められた送水管(3)は
ガイド板(5)の途中に設けられた給水口(17)で開
口し、この給水口α′7)から掘削孔αBに給水された
ものは押下管(10)の排水口09から管中で吸い上げ
られ、地表に用意されたポンプにつながる排水管−で外
部に排出される。In addition, the water pipe (3) housed in the guide frame (2) opens at a water supply port (17) provided in the middle of the guide plate (5), and water is supplied from this water supply port α'7) to the excavation hole αB. The waste is sucked up in the pipe from the drain port 09 of the push-down pipe (10), and is discharged to the outside through a drain pipe connected to a pump provided on the ground surface.
更に又、ガイドフレーム(2)に納められた油圧配管(
4)は地表に用意された図示しない油圧ユニットにつな
がり、更に先端はブラケット04)の少なくとも一方に
装置された摺動駒の駆動モータCυ(3)
につながっている。Furthermore, the hydraulic piping (
4) is connected to a hydraulic unit (not shown) prepared on the ground surface, and its tip is further connected to a sliding piece drive motor Cυ(3) installed on at least one of the brackets 04).
前記した油圧ユニットから又油圧シリンダー(7)に向
っても給油される。The hydraulic cylinder (7) is also supplied with oil from the aforementioned hydraulic unit.
本発明は以上のようになっているので予め地盤に左右一
対のガイド設置孔fil (1,1を掘削し、これにガ
イドフレーム+2) +21を建込む。Since the present invention is as described above, a pair of left and right guide installation holes fil (1, 1) are excavated in advance in the ground, and a guide frame +2 (+21) is built therein.
この建込みの際ガイドフレームf2+ +2)の先端が
シャープになっているのでガイド設置孔[1,) (1
)底より更にガイドフレームの先端を土中に進入せしめ
て、ガイドフレームの安定を図ることができる。During this installation, the tip of the guide frame f2+ +2) is sharp, so the guide installation hole [1,) (1
) The tip of the guide frame can be inserted further into the soil from the bottom to stabilize the guide frame.
地上に露出したガイドフレーム(21(2+には上下部
の横フレーム(6)αυを取付けると共に油圧シリンダ
ー(71(71を取付け、油圧シリンダー(71(71
のピストンロッド(8) +8+に取付けられた押下板
(9)に押下管aeを取付ける。 押下管OCの先端に
は予めガイドフレーム(21+21に沿って下降できる
回転ビットaつを取付けたブラケット04)を設けてお
く。Attach the upper and lower horizontal frames (6) αυ to the guide frame (21 (2+) exposed on the ground, and attach the hydraulic cylinder (71 (71) to the hydraulic cylinder (71 (71)
Attach the push-down tube ae to the push-down plate (9) attached to the piston rod (8) +8+. A guide frame (bracket 04 with two rotary bits attached that can be lowered along 21+21) is provided in advance at the tip of the push-down tube OC.
かくしてガイドフレーム(2+ +21内の油圧配管(
4)を通じて摺動駒aOに装置された駆動モータeυに
給(4)
油してモータを駆動せしめれば回転ビットαつが回転し
、孔tl) tl)間の地山Q乃を掘削することになる
。 その際送水管(3)から孔α樽中に給水され掘削を
容易とする。 掘削されたものは水と一緒に押下管0■
中で吸上げられ外部に排出される。Thus, the hydraulic piping in the guide frame (2+ +21)
4) Supply oil to the drive motor eυ installed on the sliding piece aO through (4) When the motor is driven with oil, the rotary bits α rotate and excavate the ground Q between the holes tl) and tl). become. At this time, water is supplied from the water pipe (3) into the hole α barrel to facilitate excavation. Excavated items are pushed down with water 0■
It is sucked up inside and discharged outside.
そしてその掘削深度に合わせて押下管α〔の長さが足り
なくなると、補助の押下管a〔を継合わせる。Then, if the length of the push-down pipe α is insufficient depending on the excavation depth, an auxiliary push-down pipe a is spliced.
又、回転ピッ) O5の押下げにより駆動モータQ11
も一緒に下降することとなるが、その進行に合わせて油
圧配管(4)も引き伸ばされることとなる。Also, by pressing down O5, the drive motor Q11
The hydraulic pipe (4) will also be stretched as it moves down.
したがって油圧配管(4)と駆動モータとをつなぐ部分
は図示しないガイド板(5)に設けたガイド孔に沿って
移動できるように装置する。Therefore, the part connecting the hydraulic pipe (4) and the drive motor is arranged so that it can move along a guide hole provided in a guide plate (5), not shown.
その他排水は押下管を利用しないでポンプにつながる排
水管を孔08中に投下して排水してもよい0
かかる場合押下管αQを利用して駆動モータe11の油
圧配管を行なうことができる。In addition, drainage may be drained by dropping a drain pipe connected to the pump into the hole 08 without using the push-down pipe. In such a case, the push-down pipe αQ can be used to provide hydraulic piping for the drive motor e11.
回転ビットとしては第3図(イ)(ロ)(ハ)に示され
たものが用いられる。As the rotating bit, those shown in FIGS. 3(a), 3(b), and 3(c) are used.
第4図に示すものは掘削工法の簡単な場合を示すもので
ガイドフレーム+2) (2+の固定は重錘体(ハ)で
上部からガイドフレーム(21F21を押えることによ
り固定するようになっている。The one shown in Fig. 4 shows a simple case of the excavation method, and the guide frame + 2) (2+ is fixed by holding down the guide frame (21F21) from the top with a weight body (C). .
(ハ)はガイド調整装置であって、ガイドの片方又は両
側に設置する。(C) is a guide adjustment device, which is installed on one or both sides of the guide.
【図面の簡単な説明】
第1図は本発明工法の第1実施例を示す正面図、第2図
は同上横断面図、第3図ピ)(ロ)(ハ)は各種異なる
回転ビットの正面図、第4図は本発明工法の第2実施例
を示す切断正面図である。[Brief explanation of the drawings] Fig. 1 is a front view showing the first embodiment of the method of the present invention, Fig. 2 is a cross-sectional view of the same, and Fig. 3 shows various types of rotating bits. The front view and FIG. 4 are cut front views showing a second embodiment of the construction method of the present invention.
Claims (1)
ムを建込み、ついで該ガイドフレーム間に回転ビットを
張架し、これを前記ガイドフレームに沿って孔の長手方
向に移動せしめることにより先行削孔された孔間の地山
を掘削するようにした掘削工法。A guide frame is installed in a pair of left and right guide installation holes that have been drilled in advance, and then a rotating bit is stretched between the guide frames and moved in the longitudinal direction of the hole along the guide frame to perform preliminary drilling. An excavation method that excavates the ground between the drilled holes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10593383A JPS59233021A (en) | 1983-06-15 | 1983-06-15 | Excavation work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10593383A JPS59233021A (en) | 1983-06-15 | 1983-06-15 | Excavation work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS59233021A true JPS59233021A (en) | 1984-12-27 |
Family
ID=14420648
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10593383A Pending JPS59233021A (en) | 1983-06-15 | 1983-06-15 | Excavation work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59233021A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01121491A (en) * | 1987-11-02 | 1989-05-15 | Kajima Corp | Excavator for continuous wall |
JP2011226258A (en) * | 2010-04-16 | 2011-11-10 | Bauer Maschinen Gmbh | Drilling apparatus for drilling perpendicularly extending groove in ground and method therefor |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53110212A (en) * | 1977-03-05 | 1978-09-26 | Asahi Kogyo Co Ltd | Method of vertically setting up main post and method of building continuous wall under ground |
JPS5820671U (en) * | 1981-07-31 | 1983-02-08 | 松下電工株式会社 | electric razor |
-
1983
- 1983-06-15 JP JP10593383A patent/JPS59233021A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53110212A (en) * | 1977-03-05 | 1978-09-26 | Asahi Kogyo Co Ltd | Method of vertically setting up main post and method of building continuous wall under ground |
JPS5820671U (en) * | 1981-07-31 | 1983-02-08 | 松下電工株式会社 | electric razor |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01121491A (en) * | 1987-11-02 | 1989-05-15 | Kajima Corp | Excavator for continuous wall |
JPH0441753B2 (en) * | 1987-11-02 | 1992-07-09 | Kajima Kensetsu Kk | |
JP2011226258A (en) * | 2010-04-16 | 2011-11-10 | Bauer Maschinen Gmbh | Drilling apparatus for drilling perpendicularly extending groove in ground and method therefor |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
PL377412A1 (en) | Method and system for circulating fluid in a well system | |
RU94029677A (en) | Template and process for drilling and filling several boreholes | |
DE60016829T2 (en) | Improvements related to underwater drilling of wellbores | |
RU179765U1 (en) | Flushing Horizontal Drilling Rig | |
JPS5813819A (en) | Lowering work for ground water level | |
JPS59233021A (en) | Excavation work | |
CA2008977A1 (en) | Method and apparatus for horizontal drilling | |
JPH086348B2 (en) | Drilling rig for continuous underground wall | |
DE3268535D1 (en) | Hydraulic down-the-hole rock drill | |
CN116291471A (en) | Construction method and tunneling equipment for large-diameter vertical shaft of upper soft and lower hard stratum | |
DE102006042046A1 (en) | Drilling method and drilling device | |
CN107143345A (en) | Shallow buried covered excavation drilling suspension device and its method for protecting support | |
JP3832605B2 (en) | sampler | |
SU967322A1 (en) | Digger | |
CN218035748U (en) | Hydraulic engineering surveys sample drill bit | |
KR970011598B1 (en) | Hammer drill | |
BE887709A (en) | WERKWIJZE MACHINE VOOR HET AANBRENGEN VAN EEN ELEMENT DOORHEEN EEN MUUR ONDER DE BESCHERMING VAN EEN SAS | |
CN212867394U (en) | Water exploration drilling equipment | |
CN112431548B (en) | Light artificial drilling well-forming construction process | |
GB2270329A (en) | Forming a hole in the ground | |
JPH01146018A (en) | Method and apparatus for trenching ground | |
JPS605093Y2 (en) | Pressure caisson for spring water strata | |
JP2002371785A (en) | Method for draining pressurized water in ground on planned tunneling line | |
SU1550105A1 (en) | Arrangement for constructing an inclined drainage well | |
RU2244794C1 (en) | Method for opening water-bearing horizons by a vertical well and device for realization of said method |