JP2014214586A - Drilling rod - Google Patents

Drilling rod Download PDF

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JP2014214586A
JP2014214586A JP2013095608A JP2013095608A JP2014214586A JP 2014214586 A JP2014214586 A JP 2014214586A JP 2013095608 A JP2013095608 A JP 2013095608A JP 2013095608 A JP2013095608 A JP 2013095608A JP 2014214586 A JP2014214586 A JP 2014214586A
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rod
head
shaft
excavation
insertion hole
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JP6039499B2 (en
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泰博 後藤
Yasuhiro Goto
泰博 後藤
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Omtec Inc
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/62Drill bits characterised by parts, e.g. cutting elements, which are detachable or adjustable
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F25REFRIGERATION OR COOLING; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS; MANUFACTURE OR STORAGE OF ICE; LIQUEFACTION SOLIDIFICATION OF GASES
    • F25BREFRIGERATION MACHINES, PLANTS OR SYSTEMS; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS
    • F25B27/00Machines, plants or systems, using particular sources of energy

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  • Mechanical Engineering (AREA)
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Abstract

PROBLEM TO BE SOLVED: To provide a drilling rod by which a heat exchange tube for utilization of underground heat can be easily buried, and a time and labor for discharging sludge generated by drilling to the ground surface and handling the sludge is reduced.SOLUTION: A drilling rod 1 includes a shaft 10 and a head 20 attached to a lower end of the shaft. The head 20 has: a head body 21 which is a cylindrical body with an insertion hole 5 formed; a blowout part 22 for blowing out drilling water; a bottom cover 25 for closing the insertion hole 5; a rammer 24 for ramming the bottom cover 25 to make it withdraw from the head body 21; and a rammer operation part 23 for pushing out the rammer 24 toward the bottom cover 25. The shaft 10 has: a shaft body which is a cylindrical body with the insertion hole 5 formed; a drilling water pipe 12 for supplying drilling water to the blowout part 22; and a cover removing rod 15 extending along the axial direction from an upper end side of the shaft body, and making the rammer operation part 23 move slidingly.

Description

本発明は、掘削ロッドに関し、詳しくは、地中熱交換用チューブを地中に埋設するための掘削穴を掘削し、地中熱交換用チューブが挿通可能な挿通孔が形成された筒状体である掘削ロッドに関する。   The present invention relates to a drilling rod, and more specifically, a cylindrical body in which an excavation hole for embedding an underground heat exchange tube in the ground is formed and an insertion hole into which the underground heat exchange tube can be inserted is formed. Relates to a drilling rod.

従来、地中熱交換用チューブを地中に埋設するための掘削穴は、掘削穴における土壁の崩落を防ぐ外管と、掘削用の刃が先端に設けられた内管と、からなる二重管の掘削ロッドにより、掘削される。
この二重管の掘削ロッドを用いた場合、二重管の掘削ロッドで掘削穴を所定の深度まで掘削したのち、内管を引き抜き、地中熱交換用チューブを外管の内部に挿入し、その後、外管を引き抜くことで、地中熱交換用チューブを地中に埋設する。
ところが、二重管の掘削ロッドを用いた場合、内管を引き抜く工程に時間がかかり、施工効率が低下していた。
Conventionally, an excavation hole for embedding an underground heat exchanging tube in the ground is composed of an outer pipe that prevents the collapse of the earth wall in the excavation hole, and an inner pipe that is provided with an excavation blade at the tip. It is excavated by the excavation rod of the heavy pipe.
When this double pipe drilling rod is used, after drilling the drilling hole to a predetermined depth with the double pipe drilling rod, pull out the inner pipe and insert the underground heat exchange tube into the outer pipe, Thereafter, the underground heat exchange tube is buried in the ground by pulling out the outer tube.
However, when a double-pipe excavation rod is used, the process of drawing out the inner pipe takes time, and the construction efficiency is reduced.

そこで、管端面から高圧の削孔水を掘削面へ向けて噴射しながら回転し、地盤に竪穴を形成する掘削管が提案されている(特許文献1)。
この掘削管によれば、削孔水により地盤を掘削しつつ、掘削土を泥状にしつつ上方へ浮上させて排土し、竪穴を形成する。そして、所定長を掘削後、掘削管内に熱交換用チューブを挿入し、その後、掘削管だけ引き抜くことで、二重管を用いることなく、熱交換用チューブを地中に設置できる。
Therefore, a drilling pipe has been proposed that rotates while jetting high-pressure drilling water from the pipe end surface toward the drilling surface to form a borehole in the ground (Patent Document 1).
According to this excavation pipe, while excavating the ground with drilling water, the excavated soil is made to rise upward while being mud, and is discharged to form a dredged hole. Then, after excavating the predetermined length, the heat exchanging tube is inserted into the excavating pipe, and then only the excavating pipe is pulled out, so that the heat exchanging tube can be installed in the ground without using a double pipe.

特開2012−127583号公報JP2012-127583A

しかしながら、特許文献1の掘削管内には、掘削水が充満している。このため、掘削管内に熱交換用チューブを挿入する時には、充満した掘削水を排水ポンプ等により除去する必要がある。この掘削水は、掘削土が混ざった汚泥であり、除去し処理するには多大な費用と手間を要する。   However, the drilling pipe of Patent Document 1 is filled with drilling water. For this reason, when inserting the heat exchange tube into the excavation pipe, it is necessary to remove the filled excavation water by a drain pump or the like. This excavated water is sludge mixed with excavated soil, and requires a great deal of money and labor to remove and treat.

本発明は、地中熱利用のための熱交換用チューブを容易に埋設できるとともに、掘削により発生する汚泥を地上に排出し、処理する手間を削減できる掘削ロッドを提供することを目的とする。   An object of the present invention is to provide a drilling rod that can easily embed a heat exchanging tube for use of underground heat and that can reduce sludge generated by excavation to the ground and reduce the time and effort for processing.

(1) 地中熱交換用チューブを地中に埋設するための掘削穴を掘削し、前記地中熱交換用チューブが挿通可能な挿通孔が形成された筒状体である掘削ロッドであって、
前記掘削ロッドを回転させる掘削機に上端が取り付けられるシャフトと、
前記シャフトの下端に取り付けられるヘッドと、を備え、
前記ヘッドは、
前記挿通孔が形成された筒状体であるヘッド本体と、
前記ヘッド本体に設けられ、削孔水を噴出する噴出部と、
前記ヘッド本体の下端に設けられ、前記挿通孔を塞ぐ底蓋と、
前記ヘッド本体に設けられ、前記ヘッド本体の軸方向において前記底蓋に向かってスライド移動し、前記底蓋を突いて前記ヘッド本体から離脱させる突棒と、
ヘッド本体に設けられ、前記ヘッド本体の軸方向に沿ってスライド移動し、前記突棒を前記底蓋に向かって押し出す突棒操作部と、を有し、
前記シャフトは、
前記挿通孔が形成された筒状体であるシャフト本体と、
前記シャフト本体に設けられ、前記シャフト本体の軸方向に沿って延び、前記噴出部に削孔水を供給する削孔水管と、
前記シャフト本体に設けられ、前記シャフト本体の上端側から軸方向に沿って前記ヘッドに向かって延び、前記突棒操作部をスライド移動させる蓋外し用ロッドと、を有する掘削ロッド。
(1) A drilling rod which is a cylindrical body in which an excavation hole for burying an underground heat exchange tube is buried and an insertion hole into which the underground heat exchange tube can be inserted is formed. ,
A shaft whose upper end is attached to an excavator for rotating the excavation rod;
A head attached to the lower end of the shaft,
The head is
A head body which is a cylindrical body in which the insertion hole is formed;
An ejection part provided in the head body, for ejecting hole water;
A bottom lid that is provided at a lower end of the head body and closes the insertion hole;
A projecting rod provided on the head main body, slidably moving toward the bottom cover in the axial direction of the head main body, and protruding the bottom cover from the head main body;
A projecting rod operating portion that is provided in the head body, slides along the axial direction of the head body, and pushes the projecting rod toward the bottom cover,
The shaft is
A shaft body which is a cylindrical body in which the insertion hole is formed;
A drilling water pipe provided in the shaft body, extending along an axial direction of the shaft body, and supplying drilling water to the ejection part;
An excavation rod having a lid removing rod provided on the shaft main body, extending from an upper end side of the shaft main body toward the head along an axial direction, and slidingly moving the projecting rod operating portion.

(1)の発明によれば、掘削ロッドは、地中熱交換用チューブを地中に埋設するための掘削穴を掘削し、地中熱交換用チューブが挿通可能な挿通孔が形成された筒状体であり、シャフトと、ヘッドと、を備える。
ヘッドは、シャフトの下端に取り付けられ、ヘッド本体と、噴出部と、底蓋と、突棒と、突棒操作部と、を有する。
ヘッド本体は、挿通孔が形成された筒状体である。
噴出部は、ヘッド本体に設けられ、削孔水を噴出する。
底蓋は、ヘッド本体の下端に設けられ、挿通孔を塞ぐ。
突棒は、ヘッド本体に設けられ、ヘッド本体の軸方向において底蓋に向かってスライド移動し、底蓋を突いてヘッド本体から離脱させる。
突棒操作部は、ヘッド本体に設けられ、ヘッド本体の軸方向に沿ってスライド移動し、突棒を底蓋に向かって押し出す。
シャフトは、掘削ロッドを回転させる掘削機に上端が取り付けられ、シャフト本体と、削孔水管と、蓋外し用ロッドと、を有する。
シャフト本体は、挿通孔が形成された筒状体である。
削孔水管は、シャフト本体に設けられ、シャフト本体の軸方向に沿って延び、噴出部に削孔水を供給する。
蓋外し用ロッドは、シャフト本体に設けられ、シャフト本体の上端側から軸方向に沿ってヘッドに向かって延び、突棒操作部をスライド移動させる。
According to the invention of (1), the excavation rod excavates a excavation hole for embedding the underground heat exchange tube in the ground, and a cylinder in which an insertion hole into which the underground heat exchange tube can be inserted is formed. It is a shape body, and is provided with a shaft and a head.
The head is attached to the lower end of the shaft, and has a head main body, an ejection part, a bottom cover, a projecting bar, and a projecting bar operating unit.
The head body is a cylindrical body in which an insertion hole is formed.
The ejection part is provided in the head main body and ejects drilling water.
The bottom cover is provided at the lower end of the head body and closes the insertion hole.
The projecting rod is provided on the head main body, slides toward the bottom lid in the axial direction of the head main body, and pierces the bottom lid to be detached from the head main body.
The projecting rod operating unit is provided in the head main body, slides along the axial direction of the head main body, and pushes the projecting rod toward the bottom cover.
An upper end of the shaft is attached to an excavator that rotates the excavation rod, and includes a shaft main body, a drilled water pipe, and a lid removing rod.
The shaft body is a cylindrical body in which an insertion hole is formed.
The drilling water pipe is provided in the shaft body, extends along the axial direction of the shaft body, and supplies drilling water to the ejection part.
The lid removing rod is provided on the shaft main body, extends from the upper end side of the shaft main body toward the head along the axial direction, and slides the projecting rod operating portion.

本発明の掘削ロッドによれば、以下の手順で、地中熱交換用チューブを掘削穴に設置する。
まず、掘削機により掘削ロッドを回転させながら、シャフトの削孔水管から噴出部に削孔水を供給し、噴出部から削孔水を噴出し、所定深度の掘削穴を形成する。このとき、掘削穴には、削孔水と掘削土が混ざった汚泥で満たされている。しかしながら、掘削ロッドの挿通孔は、ヘッドの下端に設けられた底蓋により塞がれているので、挿通孔内に大量の汚泥が流入することはない。
このため、この段階において汚泥を処理することなく、掘削ロッドの挿通孔に地中熱交換用チューブを挿入する。
According to the excavation rod of the present invention, the underground heat exchange tube is installed in the excavation hole in the following procedure.
First, while rotating the excavating rod by the excavator, the drilling water is supplied from the drilling water pipe of the shaft to the ejection part, and the drilling water is ejected from the ejection part to form a drilling hole having a predetermined depth. At this time, the excavation hole is filled with sludge mixed with drilling water and excavation soil. However, since the insertion hole of the excavation rod is closed by the bottom lid provided at the lower end of the head, a large amount of sludge does not flow into the insertion hole.
For this reason, the underground heat exchange tube is inserted into the insertion hole of the excavation rod without treating the sludge at this stage.

次に、蓋外し用ロッドをヘッド方向に移動させる。すると、突棒操作部は、ヘッド本体の軸方向に沿ってスライド移動し、突棒を底蓋に向かって押し出す。突棒は、底蓋に向かってスライド移動し、底蓋を突いてヘッド本体から離脱させる。
そして、掘削ロッドを掘削穴から引き抜くことで、地中熱交換用チューブを掘削穴に設置できる。
Next, the lid removing rod is moved in the head direction. Then, the projecting rod operating section slides along the axial direction of the head body and pushes the projecting rod toward the bottom cover. The projecting rod slides toward the bottom lid, and pierces the bottom lid to be detached from the head body.
Then, by extracting the excavation rod from the excavation hole, the underground heat exchange tube can be installed in the excavation hole.

このように、本発明の掘削ロッドによれば、掘削穴の掘削により発生した汚泥が、地中熱交換用チューブを挿通させる挿通孔に流入することを防止できる。
したがって、地中熱利用のための熱交換用チューブを容易に埋設できるとともに、掘削により発生する汚泥を地上に排出し、処理する手間を削減できる掘削ロッドを提供できる。
Thus, according to the excavation rod of the present invention, sludge generated by excavation of the excavation hole can be prevented from flowing into the insertion hole through which the underground heat exchange tube is inserted.
Therefore, it is possible to provide a drilling rod that can easily embed a heat exchange tube for use of underground heat, and can discharge the sludge generated by excavation to the ground and reduce the labor for processing.

また、本発明によれば、蓋外し用ロッド、突棒操作部及び突棒をスライド移動するだけで、底蓋をヘッド本体から離脱させることができる。これにより、ヒンジやギヤや油圧等の複雑な機構を設けることなく、シンプルな構成で底蓋をヘッド本体から離脱させることができる。
よって、ヒンジやギヤや油圧等の複雑な機構を用いて突棒操作部及び突棒を操作した場合に比べ、汚泥の中でも不具合が生ずる可能性が低く、確実に底蓋をヘッド本体から離脱させることができる。
Further, according to the present invention, the bottom lid can be detached from the head body simply by slidingly moving the lid removing rod, the projecting rod operating portion, and the projecting rod. Accordingly, the bottom cover can be detached from the head body with a simple configuration without providing a complicated mechanism such as a hinge, gear, or hydraulic pressure.
Therefore, compared with the case where the projecting rod operating part and projecting rod are operated using a complicated mechanism such as a hinge, gear or hydraulic pressure, there is less possibility of malfunction in the sludge, and the bottom lid is surely detached from the head body. be able to.

(2) 前記シャフトは、前記シャフト本体の外周において、前記シャフト本体の軸方向に沿って所定間隔で複数設けられ、前記蓋外し用ロッドを支持する支持部を、更に備え、
前記蓋外し用ロッドは、前記支持部に支持されて、前記挿通孔の中心から所定距離離れた位置において、一直線上に延びる(1)に記載の掘削ロッド。
(2) The shaft further includes a support portion provided at a predetermined interval along an axial direction of the shaft body on the outer periphery of the shaft body, and supporting the lid removing rod.
The excavating rod according to (1), wherein the lid removing rod is supported by the support portion and extends in a straight line at a position away from a center of the insertion hole by a predetermined distance.

ここで、掘削ロッドは、通常、所定長の掘削ロッドが複数連結されている。そして、掘削ロッドの互いに連結する部分である上下端部は、中間部分に比べ、外径が大きい。
(2)の発明によれば、支持部を設けることで、外径が大きくなる上下端部をかわした位置において、突棒操作部及び突棒をスライド移動する蓋外し用ロッドを一直線上に配置できる。
これにより、地上において蓋外し用ロッドの上端側に加えた力を、蓋外し用ロッドの下端側に設けた突棒操作部及び突棒に、直接伝達することができる。また、蓋外し用ロッドを支持する支持部を所定間隔で設けたので、蓋外し用ロッドの上端側に力を加えた場合に、蓋外し用ロッドが撓むのを防止できる。
よって、ヒンジやギヤや油圧等の複雑な機構を用いて突棒操作部及び突棒を操作した場合に比べ、汚泥の中でも不具合が生ずる可能性がより低くなり、更に確実に底蓋をヘッド本体から離脱させることができる。
Here, the excavation rod is usually connected with a plurality of excavation rods of a predetermined length. And the upper-lower-end part which is a part which mutually connects a drilling rod has a larger outer diameter compared with an intermediate part.
According to the invention of (2), by providing the support portion, the protruding rod operating portion and the lid removing rod for slidingly moving the protruding rod are arranged in a straight line at the position where the upper and lower ends where the outer diameter is increased. it can.
Thereby, the force applied to the upper end side of the lid removing rod on the ground can be directly transmitted to the projecting rod operating portion and the projecting rod provided on the lower end side of the lid removing rod. In addition, since the support portions that support the lid removing rod are provided at predetermined intervals, it is possible to prevent the lid removing rod from being bent when a force is applied to the upper end side of the lid removing rod.
Therefore, compared with the case where the projecting rod operation unit and projecting rod are operated using a complicated mechanism such as a hinge, gear, hydraulic pressure, etc., the possibility of a malfunction occurring in the sludge is lower, and the bottom cover is more securely attached to the head body. Can be disengaged from.

(3) 前記削孔水管、前記噴出部、前記蓋外し用ロッド、前記突棒操作部及び前記突棒は、それぞれ、前記挿通孔の中心を互いの対称点とする1対で設けられ、
前記蓋外し用ロッド、前記突棒操作部及び前記突棒は、前記挿通孔の軸方向から視て、前記削孔水管及び前記噴出部に対し、前記挿通孔の中心を中心点とし90度回転した位置に設けられている(1)又は(2)に記載の掘削ロッド。
(3) The drilled water pipe, the ejection portion, the lid removing rod, the projecting rod operation unit, and the projecting rod are each provided in a pair with the center of the insertion hole as a mutual symmetry point,
The lid removing rod, the projecting rod operating portion, and the projecting rod rotate 90 degrees around the center of the insertion hole with respect to the drilled water pipe and the ejection portion as viewed from the axial direction of the insertion hole. The excavation rod according to (1) or (2), which is provided at the position where the excavation is performed.

(3)の発明によれば、シャフト本体の外周において、削孔水管及び蓋外し用ロッドを、挿通孔の中心を中心点とし90度毎に設けることができる。また、ヘッド本体の外周において、噴出部と、突棒操作部及び突棒と、を挿通孔の中心を中心点とし90度毎に設けることができる。
よって、掘削ロッドの重量バランスが向上し、掘削ロッドの回転時のブレを抑えることができるので、掘削穴の施工精度が向上する。
According to the invention of (3), on the outer periphery of the shaft main body, the drilled water pipe and the lid removing rod can be provided every 90 degrees with the center of the insertion hole as the center point. Further, on the outer periphery of the head main body, the ejection portion, the projecting rod operating unit, and the projecting rod can be provided every 90 degrees with the center of the insertion hole as the center point.
Therefore, the weight balance of the excavation rod is improved, and blurring during rotation of the excavation rod can be suppressed, so that the construction accuracy of the excavation hole is improved.

本発明によれば、地中熱利用のための熱交換用チューブを容易に埋設できるとともに、掘削により発生する汚泥を地上に排出し、処理する手間を削減できる掘削ロッドを提供できる。   ADVANTAGE OF THE INVENTION According to this invention, while being able to embed the heat exchange tube for geothermal heat utilization easily, the excavation rod which can reduce the effort which discharges | emits the sludge generated by excavation on the ground and processes can be provided.

本発明の実施形態に係る掘削ロッドを説明する図である。It is a figure explaining the excavation rod which concerns on embodiment of this invention. 図1に示すAA’線における断面図である。It is sectional drawing in the AA 'line shown in FIG. 前記実施形態に係るヘッドを説明する図である。It is a figure explaining the head concerning the embodiment. 前記実施形態に係るヘッドを垂直面で切断した断面図である。It is sectional drawing which cut | disconnected the head which concerns on the said embodiment by the perpendicular surface. 前記実施形態に係るヘッドを、図1に示すL側から視た図である。It is the figure which looked at the head concerning the above-mentioned embodiment from the L side shown in FIG. 前記実施形態に係る掘削ロッドの動作を説明する図である。It is a figure explaining operation | movement of the excavation rod which concerns on the said embodiment.

以下、本発明の実施形態を図面に基づいて説明する。以下の説明において、同一の構成には、同一の符号を付し、その説明を省略又は簡略化する。
図1は、本発明の実施形態に係る掘削ロッド1を説明する図である。
本実施形態の以下の説明において、「上端」とは図1に示すU側端部であり、「下端」とは図1に示すL側端部である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the following description, the same components are denoted by the same reference numerals, and the description thereof is omitted or simplified.
Drawing 1 is a figure explaining excavation rod 1 concerning an embodiment of the present invention.
In the following description of the present embodiment, the “upper end” is the U-side end portion shown in FIG. 1, and the “lower end” is the L-side end portion shown in FIG.

掘削ロッド1は、掘削機100に取り付けられ、地中熱交換用チューブを地中に埋設するための掘削穴を掘削する。
掘削機100は、アースオーガであり、掘削機100を駆動する動力源や操縦者が搭乗する操作部が設けられた本体(図示無し)と、本体により垂直に支持されたリーダ(図示無し)と、リーダにおいて上下方向にスライド可能に支持された掘削部110と、を備える。
掘削部110は、掘削ロッド1の上端が接続され、地盤面を掘削する駆動源となるモータと、モータの回転力を適正なトルクで掘削ロッド1に伝達する減速機と、を備える。
The excavation rod 1 is attached to the excavator 100 and excavates an excavation hole for burying the underground heat exchange tube in the ground.
The excavator 100 is an earth auger, and includes a main body (not shown) provided with a power source for driving the excavator 100 and an operation unit on which a pilot rides, and a reader (not shown) vertically supported by the main body. The excavator 110 is supported by the reader so as to be slidable in the vertical direction.
The excavation unit 110 includes a motor that is connected to the upper end of the excavation rod 1 and serves as a drive source for excavating the ground surface, and a speed reducer that transmits the rotational force of the motor to the excavation rod 1 with an appropriate torque.

掘削ロッド1は、地中熱交換用チューブが挿通可能な挿通孔5が形成された筒状体であり、掘削機100の掘削部110に上端が取り付けられるシャフト10と、シャフト10の下端に取り付けられるヘッド20と、を備える。   The excavation rod 1 is a cylindrical body in which an insertion hole 5 into which an underground heat exchange tube can be inserted is formed, and is attached to a shaft 10 whose upper end is attached to the excavation part 110 of the excavator 100 and to the lower end of the shaft 10. The head 20 is provided.

図2は、図1に示すAA’線における断面図である。
図1及び図2に示すように、シャフト10は、掘削部110に上端が取り付けられるシャフト本体11と、シャフト本体11に設けられた削孔水管12と、シャフト本体11に設けられ、削孔水管12を覆う削孔水管カバー13と、シャフト本体11に取り付けられる支持部14と、支持部14を介して、シャフト本体11に設けられた蓋外し用ロッド15と、を備える。
2 is a cross-sectional view taken along line AA ′ shown in FIG.
As shown in FIGS. 1 and 2, the shaft 10 includes a shaft main body 11 whose upper end is attached to the excavation part 110, a drilled water pipe 12 provided in the shaft main body 11, and a drilled water pipe provided in the shaft main body 11. A drilled water pipe cover 13 that covers 12, a support portion 14 that is attached to the shaft body 11, and a lid removal rod 15 that is provided on the shaft body 11 via the support portion 14.

シャフト本体11は、掘削ロッド1の回転軸C上で延び、回転軸Cを中心とする挿通孔5が形成された筒状体である。
シャフト本体11は、図1に示すように、上端側に設けられ、断面が六角形状に形成され、掘削機100の掘削部110と係合する掘削機接続部11aと、下端側に設けられ、断面が六角形状の穴が形成され、ヘッド20と係合するヘッド係合部11bと、を有する。
本実施形態では、掘削機接続部11aを六角形状に形成しているが、これに限らず、掘削機接続部11aは、シャフト10を掘削部110に回転させることができれば、任意の形状や機構で構成してよい。
The shaft body 11 is a cylindrical body that extends on the rotation axis C of the excavating rod 1 and has an insertion hole 5 that is centered on the rotation axis C.
As shown in FIG. 1, the shaft main body 11 is provided on the upper end side, the cross section is formed in a hexagonal shape, the excavator connection part 11 a that engages the excavation part 110 of the excavator 100, and the lower end side, A hole having a hexagonal cross section is formed, and has a head engaging portion 11 b that engages with the head 20.
In the present embodiment, the excavator connection portion 11a is formed in a hexagonal shape, but the shape is not limited thereto, and the excavator connection portion 11a can have any shape or mechanism as long as the shaft 10 can be rotated to the excavation portion 110. You may comprise.

削孔水管12は、シャフト本体11の軸方向に沿って延び、後述するヘッド20の噴出部に削孔水を供給する。
削孔水管12は、図1に示すように、上端側に設けられ、スイベルを介して、外部からの削孔水を供給する外部ホースが接続される外部ホース接続部12aと、下端側に設けられ、後述するヘッド20の噴出部と接続し、この噴出部に削孔水を供給する供給部12bと、を有する。
The drilling water pipe 12 extends along the axial direction of the shaft body 11 and supplies drilling water to the ejection portion of the head 20 described later.
As shown in FIG. 1, the drilled water pipe 12 is provided on the upper end side, and is provided on the lower end side with an external hose connection portion 12a to which an external hose for supplying drilled water from the outside is connected via a swivel. And a supply part 12b that is connected to a jet part of the head 20 to be described later and supplies drilling water to the jet part.

削孔水管カバー13は、図2に示すように、シャフト本体11の外周面に設けられ、L型アングルで構成され、シャフト本体11の外周面との間に削孔水管12を収容する。   As shown in FIG. 2, the drilled water pipe cover 13 is provided on the outer peripheral surface of the shaft main body 11, is configured with an L-shaped angle, and houses the drilled water pipe 12 between the outer peripheral surface of the shaft main body 11.

支持部14は、シャフト本体11の外周において、シャフト本体11の軸(図1に示す回転軸C)方向に沿って所定間隔で複数設けられ、蓋外し用ロッド15を支持する。
支持部14には、図2に示すように、蓋外し用ロッド15が挿通するロッド孔14aが形成されている。
複数の支持部14は、各ロッド孔14aの中心が、挿通孔5の中心である回転軸Cから所定距離離れた位置において、一直線上配置されるように設けられている。
A plurality of support portions 14 are provided at predetermined intervals along the axis of the shaft main body 11 (rotation axis C shown in FIG. 1) on the outer periphery of the shaft main body 11 to support the lid removing rod 15.
As shown in FIG. 2, the support portion 14 is formed with a rod hole 14 a through which the lid removing rod 15 is inserted.
The plurality of support portions 14 are provided so that the centers of the rod holes 14 a are arranged in a straight line at a position away from the rotation axis C that is the center of the insertion hole 5 by a predetermined distance.

蓋外し用ロッド15は、複数の支持部14の各ロッド孔14aに挿通され、シャフト本体11の上端側から軸(図1に示す回転軸C)方向に沿ってヘッド20に向かって延び、後述するヘッド20の突棒操作部をスライド移動させる。
蓋外し用ロッド15は、図1に示すように、上端側に設けられ、上方から下方(図1中U側からL側)に外力が加えられる操作部15aと、下端側に設けられ、後述するヘッド20の突棒操作部と係合し、外力を突棒操作部に伝達する伝達部15bと、を有する。
The lid removing rod 15 is inserted into the rod holes 14a of the plurality of support portions 14 and extends from the upper end side of the shaft body 11 toward the head 20 along the axis (rotation axis C shown in FIG. 1). The projecting rod operating portion of the head 20 to be moved is slid.
As shown in FIG. 1, the lid removing rod 15 is provided on the upper end side, and is provided on the lower end side with an operating portion 15 a to which an external force is applied from above to below (from U side to L side in FIG. 1). And a transmission portion 15b that engages with the projecting rod operation portion of the head 20 and transmits an external force to the projecting rod operation portion.

操作部15aは、上方から下方に向かう力が加えられれば、任意の構造とすることができる。例えば、操作部15aは、上方から下方に落とされるハンマーに打撃される受け部を備えてもよい。
また、操作部15aは、シャフト本体11に固定され、ねじ孔が形成された固定部と、この固定部と螺合するボルトと、で構成してもよい。この場合、ボルトをインパクトレンチ等で締め上げることで、蓋外し用ロッド15に上方から下方に向かう力が加えられる。
The operation unit 15a can have an arbitrary structure as long as a force from the top to the bottom is applied. For example, the operation unit 15a may include a receiving unit that is hit by a hammer that is dropped from above.
Further, the operation portion 15a may be configured by a fixing portion that is fixed to the shaft body 11 and has a screw hole, and a bolt that is screwed to the fixing portion. In this case, by tightening the bolt with an impact wrench or the like, a force directed downward from above is applied to the lid removing rod 15.

また、蓋外し用ロッド15は、鞘管と、この鞘管の中を挿通する芯管と、で構成してもよい。この場合、鞘管は支持部14に固定され、芯管は鞘管の内部においてスライド移動して、操作部15aで受けた外力をヘッド20に伝達する。
この構成によれば、ヘッド20に外力を伝達する芯管を、鞘管により、汚泥等から保護できるとともに、軸方向に拘束し撓むのを防止できるので、より確実に外力をヘッド20に伝達することできる。
Moreover, you may comprise the rod 15 for lid | cover removal with a sheath tube and the core tube penetrated in this sheath tube. In this case, the sheath tube is fixed to the support portion 14, and the core tube slides inside the sheath tube to transmit the external force received by the operation portion 15 a to the head 20.
According to this configuration, the core tube that transmits the external force to the head 20 can be protected from sludge and the like by the sheath tube, and can be restrained in the axial direction and prevented from being bent, so that the external force is transmitted to the head 20 more reliably. Can do.

また、図2に示すように、シャフト10において、削孔水管12、削孔水管カバー13、一直線上に配列された複数の支持部14及び蓋外し用ロッド15は、それぞれ、挿通孔5の中心(図2に示す回転軸C)を互いの対称点とする1対で設けられている。
そして、一直線上に配列された複数の支持部14及び蓋外し用ロッド15は、挿通孔5の軸方向から視て、削孔水管12及び削孔水管カバー13に対し、挿通孔5の中心を中心点とし90度回転した位置に設けられている。
Further, as shown in FIG. 2, in the shaft 10, the drilled water pipe 12, the drilled water pipe cover 13, the plurality of support portions 14 arranged in a straight line, and the lid removing rod 15 are respectively arranged in the center of the insertion hole 5. (A rotation axis C shown in FIG. 2) is provided as a pair having symmetry points with each other.
The plurality of support portions 14 and the lid removing rod 15 arranged in a straight line are located at the center of the insertion hole 5 with respect to the drilled water pipe 12 and the drilled water pipe cover 13 when viewed from the axial direction of the insertion hole 5. The center point is provided at a position rotated 90 degrees.

図3は、前記実施形態に係るヘッド20を説明する図である。
ヘッド20は、シャフト本体11と係合するヘッド本体21と、ヘッド本体21に設けられ、削孔水管12が接続される噴出部22と、ヘッド本体21に設けられ、蓋外し用ロッド15と係合する突棒操作部23と、突棒操作部23に連結した突棒24と、ヘッド本体21の下端に設けられた底蓋25と、ヘッド本体21に設けられた掘削刃26と、を備える。
FIG. 3 is a diagram illustrating the head 20 according to the embodiment.
The head 20 includes a head main body 21 that engages with the shaft main body 11, a jet part 22 that is provided in the head main body 21 and to which the drilled water pipe 12 is connected, and is provided in the head main body 21 and is engaged with the lid removing rod 15. And a projecting rod 24 connected to the projecting rod operating unit 23, a bottom cover 25 provided at the lower end of the head main body 21, and a digging blade 26 provided on the head main body 21. .

ヘッド本体21は、掘削ロッド1の回転軸C上で延び、回転軸Cを中心とする挿通孔5が形成された筒状体である。
ヘッド本体21は、上端側に設けられ、断面が六角形状に形成され、シャフト本体11のヘッド係合部11bと係合するシャフト係合部21aを有する。
本実施形態では、ヘッド係合部11b及びシャフト係合部21aを六角形状に形成し、シャフト10とヘッド20とを係合させているが、これに限らず、シャフト10とヘッド20とを係合させる構成は、シャフト10の回転にヘッド20が追随すれば、任意の形状や機構で構成してよい。
The head body 21 is a cylindrical body that extends on the rotation axis C of the excavating rod 1 and has an insertion hole 5 that is centered on the rotation axis C.
The head main body 21 is provided on the upper end side, has a cross section formed in a hexagonal shape, and has a shaft engaging portion 21 a that engages with the head engaging portion 11 b of the shaft main body 11.
In the present embodiment, the head engaging portion 11b and the shaft engaging portion 21a are formed in a hexagonal shape, and the shaft 10 and the head 20 are engaged. As long as the head 20 follows the rotation of the shaft 10, the configuration to be combined may be configured in any shape or mechanism.

図4は、前記実施形態に係るヘッド20を垂直面で切断した断面図である。
図4に示すように、ヘッド本体21には、軸方向に延び、突棒操作部23が係合しスライド移動する溝211と、突棒24が挿入されスライド移動する突棒挿入孔212と、が形成されている。
FIG. 4 is a cross-sectional view of the head 20 according to the embodiment cut along a vertical plane.
As shown in FIG. 4, the head main body 21 includes a groove 211 that extends in the axial direction and engages and slides with the projecting rod operation unit 23, a projecting rod insertion hole 212 into which the projecting rod 24 is inserted and moved, Is formed.

図3に戻って、噴出部22は、ヘッド本体21の軸方向に沿って延び、ヘッド本体21の下端から削孔水を噴出する。
噴出部22は、上端側に設けられ、削孔水管12の供給部12bと接続し、削孔水管12から削孔水の供給を受ける受給部22aと、ヘッド本体21の下端に設けられ削孔水を噴出する噴出口22bと、受給部22aから噴出口22bに削孔水を送水する管がカバーにより保護された送水部22cと、を備える。
Returning to FIG. 3, the ejection portion 22 extends along the axial direction of the head body 21, and ejects drilling water from the lower end of the head body 21.
The ejection part 22 is provided on the upper end side, is connected to the supply part 12 b of the drilling water pipe 12, and receives a supply part 22 a that receives the supply of drilling water from the drilling water pipe 12, and is provided at the lower end of the head body 21. A water outlet 22b that ejects water, and a water supply part 22c in which a pipe that supplies the drilled water from the receiving part 22a to the water outlet 22b is protected by a cover.

突棒操作部23は、ヘッド本体21の軸方向に沿ってスライド移動し、突棒24を底蓋25に向かって押し出す。
図4に示すように、突棒操作部23は、ヘッド本体21の外周面に設けられたロッド挿入孔231aが形成されたロッド下端支持部材231と、ロッド下端支持部材231のロッド挿入孔231aに上端部分が挿入された中継部材232と、中継部材232と突棒24とを連結する連結部材233と、を備える。
The projecting rod operating unit 23 slides along the axial direction of the head main body 21 and pushes the projecting rod 24 toward the bottom cover 25.
As shown in FIG. 4, the projecting rod operation unit 23 is inserted into the rod lower end support member 231 provided with the rod insertion hole 231 a provided on the outer peripheral surface of the head main body 21, and the rod insertion hole 231 a of the rod lower end support member 231. The relay member 232 in which the upper end portion is inserted, and the connecting member 233 that connects the relay member 232 and the projecting rod 24 are provided.

ロッド下端支持部材231は、蓋外し用ロッド15の伝達部15bと係合する。
ロッド挿入孔231aには、上方(図4中U側)から蓋外し用ロッド15の下端部分が挿入され、下方(図4中L側)から中継部材232の上端部分が挿入される。即ち、蓋外し用ロッド15と中継部材232とは、ロッド挿入孔231a内部において係合する。
The rod lower end support member 231 engages with the transmission portion 15 b of the lid removing rod 15.
The lower end portion of the lid removing rod 15 is inserted into the rod insertion hole 231a from above (U side in FIG. 4), and the upper end portion of the relay member 232 is inserted from below (L side in FIG. 4). That is, the lid removing rod 15 and the relay member 232 are engaged in the rod insertion hole 231a.

中継部材232は、棒状体であり、ヘッド本体21の軸方向に沿って下方(図4中L側)に延びる。
連結部材233は、上端に中継部材232の下端が接続され、側縁がヘッド本体21の溝211と係合し、下端に突棒24の上端が接続されている。連結部材233は、中継部材232に押圧されると、溝211に沿って下方(図4中L側)にスライド移動し、突棒24を底蓋25に向かって押し出す。
The relay member 232 is a rod-like body and extends downward (L side in FIG. 4) along the axial direction of the head body 21.
The connecting member 233 has the upper end connected to the lower end of the relay member 232, the side edge engaged with the groove 211 of the head body 21, and the lower end connected to the upper end of the projecting rod 24. When the connecting member 233 is pressed by the relay member 232, the connecting member 233 slides downward (L side in FIG. 4) along the groove 211 and pushes the protruding rod 24 toward the bottom cover 25.

突棒24は、ヘッド本体21の突棒挿入孔212に挿入され、ヘッド本体21の軸方向において底蓋25に向かってスライド移動し、底蓋25を突いてヘッド本体21から離脱させる。   The projecting rod 24 is inserted into the projecting rod insertion hole 212 of the head body 21, slides toward the bottom cover 25 in the axial direction of the head body 21, and projects the bottom cover 25 from the head body 21.

図5は、前記実施形態に係るヘッド20を、図1に示すL側から視た図である。
図5に示すように、底蓋25は、円形の板状体であり、ヘッド本体21の下端面に設けられ、挿通孔5及び突棒挿入孔212を塞ぐ。
また、底蓋25には、噴出部22の噴出口22bが配置された部分に切り欠き25aが形成されている。
底蓋25は、例えば、ヘッド本体21の下端面に溶接により数カ所点付けされているが、これに限らず、掘削時の振動等により落下せず、突棒24に突かれた時にヘッド本体21から離脱できれば、任意の方法で固定してよい。
FIG. 5 is a view of the head 20 according to the embodiment as viewed from the L side shown in FIG.
As shown in FIG. 5, the bottom cover 25 is a circular plate-like body, is provided on the lower end surface of the head body 21, and closes the insertion hole 5 and the projecting rod insertion hole 212.
Further, the bottom cover 25 is formed with a notch 25a at a portion where the jet port 22b of the jet part 22 is disposed.
For example, the bottom lid 25 is scored at several points on the lower end surface of the head main body 21 by welding. However, the bottom lid 25 is not limited to this, and does not fall due to vibration during excavation and the head main body 21 when it is struck by the projecting rod 24. As long as it can be detached from the device, it may be fixed by any method.

図3に戻って、掘削刃26は、ヘッド本体21の下端側外周面において、螺旋形状に形成されている。   Returning to FIG. 3, the excavation blade 26 is formed in a spiral shape on the outer peripheral surface on the lower end side of the head body 21.

また、ヘッド20において、噴出部22、突棒操作部23及び突棒24は、それぞれ、挿通孔5の中心(図3に示す回転軸C)を互いの対称点とする1対で設けられている。
そして、突棒操作部23及び突棒24は、挿通孔5の軸方向から視て、噴出部22に対し、挿通孔5の中心を中心点とし90度回転した位置に設けられている。
Further, in the head 20, the ejection portion 22, the projecting rod operation unit 23, and the projecting rod 24 are each provided in a pair with the center of the insertion hole 5 (the rotation axis C shown in FIG. 3) as a symmetry point. Yes.
The projecting rod operating portion 23 and the projecting rod 24 are provided at a position rotated 90 degrees with respect to the ejection portion 22 with the center of the insertion hole 5 as a center point, as viewed from the axial direction of the insertion hole 5.

次に、本実施形態に係る掘削ロッド1を用いて、地中熱交換用チューブを掘削穴に設置する手順について説明する。
図6は、前記実施形態に係る掘削ロッド1の動作を説明する図である。
まず、掘削機により掘削ロッド1を回転させながら、シャフト10の削孔水管12から噴出部22に削孔水を供給し、噴出部22の噴出口22bから削孔水を噴出し、所定深度の掘削穴200を形成する。このとき、掘削穴200には、削孔水と掘削土が混ざった汚泥で満たされている。しかしながら、掘削ロッド1の挿通孔5は、ヘッド20の下端に設けられた底蓋25(図6中点線で示す底蓋25)により塞がれているので、挿通孔5内に大量の汚泥が流入することはない。
このため、この段階において汚泥を処理することなく、掘削ロッド1の挿通孔5に地中熱交換用チューブ2を挿入する。
Next, a procedure for installing the underground heat exchange tube in the excavation hole using the excavation rod 1 according to the present embodiment will be described.
FIG. 6 is a diagram for explaining the operation of the excavation rod 1 according to the embodiment.
First, while rotating the excavating rod 1 with an excavator, the drilling water is supplied from the drilling water pipe 12 of the shaft 10 to the ejection portion 22, and the drilling water is ejected from the ejection port 22 b of the ejection portion 22. The excavation hole 200 is formed. At this time, the excavation hole 200 is filled with sludge mixed with drilling water and excavation soil. However, since the insertion hole 5 of the excavation rod 1 is closed by the bottom cover 25 (the bottom cover 25 shown by a dotted line in FIG. 6) provided at the lower end of the head 20, a large amount of sludge is contained in the insertion hole 5. There is no inflow.
For this reason, the underground heat exchange tube 2 is inserted into the insertion hole 5 of the excavation rod 1 without treating sludge at this stage.

次に、蓋外し用ロッド15をヘッド20方向に移動させる。すると、突棒操作部23は、ヘッド本体21の軸方向に沿ってスライド移動し、突棒24を底蓋25に向かって押し出す。突棒24は、底蓋25に向かってスライド移動し、底蓋25を突いてヘッド本体21から離脱させる(図6中実線で示す底蓋25)。
そして、地中熱交換用チューブ2を掘削穴200に残し、掘削ロッド1を掘削穴200から引き抜くことで、地中熱交換用チューブ2を掘削穴200に設置できる。
Next, the lid removing rod 15 is moved toward the head 20. Then, the projecting rod operating unit 23 slides along the axial direction of the head main body 21 and pushes the projecting rod 24 toward the bottom cover 25. The projecting rod 24 slides toward the bottom lid 25, and projects the bottom lid 25 from the head main body 21 (the bottom lid 25 shown by a solid line in FIG. 6).
And the underground heat exchange tube 2 can be installed in the excavation hole 200 by leaving the underground heat exchange tube 2 in the excavation hole 200 and pulling out the excavation rod 1 from the excavation hole 200.

このように、本実施形態の掘削ロッド1によれば、掘削穴200の掘削により発生した汚泥が、地中熱交換用チューブ2を挿通させる挿通孔5に流入することを防止できる。
したがって、地中熱利用のための熱交換用チューブを容易に埋設できるとともに、掘削により発生する汚泥を地上に排出し、処理する手間を削減できる掘削ロッドを提供できる。
Thus, according to the excavation rod 1 of the present embodiment, sludge generated by excavation of the excavation hole 200 can be prevented from flowing into the insertion hole 5 through which the underground heat exchange tube 2 is inserted.
Therefore, it is possible to provide a drilling rod that can easily embed a heat exchange tube for use of underground heat, and can discharge the sludge generated by excavation to the ground and reduce the labor for processing.

また、本実施形態の掘削ロッド1によれば、蓋外し用ロッド15、突棒操作部23及び突棒24をスライド移動するだけで、底蓋25をヘッド本体21から離脱させることができる。これにより、ヒンジやギヤや油圧等の複雑な機構を設けることなく、シンプルな構成で底蓋25をヘッド本体21から離脱させることができる。
よって、ヒンジやギヤや油圧等の複雑な機構を用いて突棒操作部23及び突棒24を操作した場合に比べ、汚泥の中でも不具合が生ずる可能性が低く、確実に底蓋25をヘッド本体21から離脱させることができる。
Further, according to the excavation rod 1 of the present embodiment, the bottom lid 25 can be detached from the head main body 21 simply by slidingly moving the lid removing rod 15, the projecting rod operating portion 23 and the projecting rod 24. As a result, the bottom cover 25 can be detached from the head body 21 with a simple configuration without providing a complicated mechanism such as a hinge, gear, or hydraulic pressure.
Therefore, compared with the case where the projecting rod operating portion 23 and projecting rod 24 are operated using a complicated mechanism such as a hinge, gear, hydraulic pressure, etc., there is less possibility of malfunction in sludge, and the bottom cover 25 is securely attached to the head body. 21 can be removed.

また、本実施形態の掘削ロッド1によれば、支持部14を設けることで、シャフト本体11において外径が大きくなる上下端部をかわした位置において、突棒操作部23及び突棒24をスライド移動する蓋外し用ロッド15を一直線上に配置できる。
これにより、地上において蓋外し用ロッド15の上端側に加えた力を、蓋外し用ロッド15の下端側に設けた突棒操作部23及び突棒24に、直接伝達することができる。また、蓋外し用ロッド15を支持する支持部14を所定間隔で設けたので、蓋外し用ロッド15の上端側に力を加えた場合に、蓋外し用ロッド15が撓むのを防止できる。
よって、ヒンジやギヤや油圧等の複雑な機構を用いて突棒操作部23及び突棒24を操作した場合に比べ、汚泥の中でも不具合が生ずる可能性がより低くなり、更に確実に底蓋25をヘッド本体21から離脱させることができる。
Further, according to the excavation rod 1 of the present embodiment, by providing the support portion 14, the projecting rod operation unit 23 and the projecting rod 24 are slid at positions where the upper and lower end portions where the outer diameter increases in the shaft body 11 are displaced. The moving lid removing rod 15 can be arranged in a straight line.
Thereby, the force applied to the upper end side of the lid removing rod 15 on the ground can be directly transmitted to the projecting rod operating portion 23 and the projecting rod 24 provided on the lower end side of the lid removing rod 15. Further, since the support portions 14 that support the lid removing rod 15 are provided at predetermined intervals, it is possible to prevent the lid removing rod 15 from being bent when a force is applied to the upper end side of the lid removing rod 15.
Therefore, compared with the case where the projecting rod operation unit 23 and the projecting rod 24 are operated using a complicated mechanism such as a hinge, gear, hydraulic pressure, etc., the possibility of malfunction occurring in the sludge is further reduced, and the bottom cover 25 is more reliably secured. Can be detached from the head body 21.

また、本実施形態の掘削ロッド1によれば、シャフト本体11の外周において、削孔水管12及び蓋外し用ロッド15を、挿通孔5の中心を中心点とし90度毎に設けることができる。また、ヘッド本体21の外周において、噴出部22と、突棒操作部23及び突棒24と、を挿通孔5の中心を中心点とし90度毎に設けることができる。
よって、掘削ロッド1の重量バランスが向上し、掘削ロッド1の回転時のブレを抑えることができるので、掘削穴200の施工精度が向上する。
Further, according to the excavating rod 1 of the present embodiment, the drilled water pipe 12 and the lid removing rod 15 can be provided on the outer periphery of the shaft body 11 every 90 degrees with the center of the insertion hole 5 as the center point. Further, on the outer periphery of the head main body 21, the ejection portion 22, the projecting rod operating portion 23 and the projecting rod 24 can be provided every 90 degrees with the center of the insertion hole 5 as the center point.
Therefore, the weight balance of the excavation rod 1 is improved, and blurring during rotation of the excavation rod 1 can be suppressed, so that the construction accuracy of the excavation hole 200 is improved.

なお、本発明は前記実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。   It should be noted that the present invention is not limited to the above-described embodiment, and modifications, improvements, etc. within a scope that can achieve the object of the present invention are included in the present invention.

1 掘削ロッド
2 地中熱交換用チューブ
5 挿通孔
10 シャフト
11 シャフト本体
12 削孔水管
15 蓋外し用ロッド
20 ヘッド
21 ヘッド本体
22 噴出部
23 突棒操作部
24 突棒
25 底蓋
100 掘削機
200 掘削穴



DESCRIPTION OF SYMBOLS 1 Excavation rod 2 Underground heat exchange tube 5 Insertion hole 10 Shaft 11 Shaft main body 12 Drilling water pipe 15 Lid for rod removal 20 Head 21 Head main body 22 Ejection part 23 Protrusion stick operation part 24 Protrusion stick 25 Bottom cover 100 Excavator 200 Drilling hole



Claims (3)

地中熱交換用チューブを地中に埋設するための掘削穴を掘削し、前記地中熱交換用チューブが挿通可能な挿通孔が形成された筒状体である掘削ロッドであって、
前記掘削ロッドを回転させる掘削機に上端が取り付けられるシャフトと、
前記シャフトの下端に取り付けられるヘッドと、を備え、
前記ヘッドは、
前記挿通孔が形成された筒状体であるヘッド本体と、
前記ヘッド本体に設けられ、削孔水を噴出する噴出部と、
前記ヘッド本体の下端に設けられ、前記挿通孔を塞ぐ底蓋と、
前記ヘッド本体に設けられ、前記ヘッド本体の軸方向において前記底蓋に向かってスライド移動し、前記底蓋を突いて前記ヘッド本体から離脱させる突棒と、
ヘッド本体に設けられ、前記ヘッド本体の軸方向に沿ってスライド移動し、前記突棒を前記底蓋に向かって押し出す突棒操作部と、を有し、
前記シャフトは、
前記挿通孔が形成された筒状体であるシャフト本体と、
前記シャフト本体に設けられ、前記シャフト本体の軸方向に沿って延び、前記噴出部に削孔水を供給する削孔水管と、
前記シャフト本体に設けられ、前記シャフト本体の上端側から軸方向に沿って前記ヘッドに向かって延び、前記突棒操作部をスライド移動させる蓋外し用ロッドと、を有する掘削ロッド。
A drilling rod that is a cylindrical body in which an excavation hole for burying the underground heat exchange tube in the ground is formed, and an insertion hole into which the underground heat exchange tube can be inserted is formed,
A shaft whose upper end is attached to an excavator for rotating the excavation rod;
A head attached to the lower end of the shaft,
The head is
A head body which is a cylindrical body in which the insertion hole is formed;
An ejection part provided in the head body, for ejecting hole water;
A bottom lid that is provided at a lower end of the head body and closes the insertion hole;
A projecting rod provided on the head main body, slidably moving toward the bottom cover in the axial direction of the head main body, and protruding the bottom cover from the head main body;
A projecting rod operating portion that is provided in the head body, slides along the axial direction of the head body, and pushes the projecting rod toward the bottom cover,
The shaft is
A shaft body which is a cylindrical body in which the insertion hole is formed;
A drilling water pipe provided in the shaft body, extending along an axial direction of the shaft body, and supplying drilling water to the ejection part;
An excavation rod having a lid removing rod provided on the shaft main body, extending from an upper end side of the shaft main body toward the head along an axial direction, and slidingly moving the projecting rod operating portion.
前記シャフトは、前記シャフト本体の外周において、前記シャフト本体の軸方向に沿って所定間隔で複数設けられ、前記蓋外し用ロッドを支持する支持部を、更に備え、
前記蓋外し用ロッドは、前記支持部に支持されて、前記挿通孔の中心から所定距離離れた位置において、一直線上に延びる請求項1に記載の掘削ロッド。
The shaft further includes a support portion that is provided at a predetermined interval along the axial direction of the shaft main body on the outer periphery of the shaft main body, and supports the lid removing rod.
The excavation rod according to claim 1, wherein the lid removing rod is supported by the support portion and extends in a straight line at a position away from a center of the insertion hole by a predetermined distance.
前記削孔水管、前記噴出部、前記蓋外し用ロッド、前記突棒操作部及び前記突棒は、それぞれ、前記挿通孔の中心を互いの対称点とする1対で設けられ、
前記蓋外し用ロッド、前記突棒操作部及び前記突棒は、前記挿通孔の軸方向から視て、前記削孔水管及び前記噴出部に対し、前記挿通孔の中心を中心点とし90度回転した位置に設けられている請求項1又は2に記載の掘削ロッド。
The drilling water pipe, the ejection part, the lid removing rod, the projecting rod operating unit, and the projecting bar are each provided in a pair with the center of the insertion hole as a mutual symmetry point,
The lid removing rod, the projecting rod operating portion, and the projecting rod rotate 90 degrees around the center of the insertion hole with respect to the drilled water pipe and the ejection portion as viewed from the axial direction of the insertion hole. The excavation rod according to claim 1 or 2, wherein the excavation rod is provided at a position where the excavation is performed.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285464A (en) * 2016-09-26 2017-01-04 中国石油大学(华东) A kind of instantaneous negative pressure underbalance well drilling plant and method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4595059A (en) * 1983-10-18 1986-06-17 Japan Metals & Chemicals Co., Ltd. Method of providing a conductor pipe to an opening portion of a well
JP3110253B2 (en) * 1994-06-30 2000-11-20 ダイハツ工業株式会社 Pillar garnish mounting structure
JP2002303088A (en) * 2001-04-06 2002-10-18 Nippon Steel Corp Method of installing heat-exchanger tube for utilizing underground heat
US20030221870A1 (en) * 2002-06-01 2003-12-04 Johnson Howard E. Earth loop heat exchange methods and systems
JP2009144469A (en) * 2007-12-17 2009-07-02 Nishimura Kogyo Kk Excavating blade expansion/contraction device
JP2012127583A (en) * 2010-12-15 2012-07-05 Ohbayashi Corp Method for building pipe member concerning underground heat exchanger into excavation hole
JP2013145072A (en) * 2012-01-13 2013-07-25 Asahi Kasei Construction Materials Co Ltd Method for laying heat collection pipe and excavation tool for laying

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4595059A (en) * 1983-10-18 1986-06-17 Japan Metals & Chemicals Co., Ltd. Method of providing a conductor pipe to an opening portion of a well
JP3110253B2 (en) * 1994-06-30 2000-11-20 ダイハツ工業株式会社 Pillar garnish mounting structure
JP2002303088A (en) * 2001-04-06 2002-10-18 Nippon Steel Corp Method of installing heat-exchanger tube for utilizing underground heat
US20030221870A1 (en) * 2002-06-01 2003-12-04 Johnson Howard E. Earth loop heat exchange methods and systems
JP2009144469A (en) * 2007-12-17 2009-07-02 Nishimura Kogyo Kk Excavating blade expansion/contraction device
JP2012127583A (en) * 2010-12-15 2012-07-05 Ohbayashi Corp Method for building pipe member concerning underground heat exchanger into excavation hole
JP2013145072A (en) * 2012-01-13 2013-07-25 Asahi Kasei Construction Materials Co Ltd Method for laying heat collection pipe and excavation tool for laying

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285464A (en) * 2016-09-26 2017-01-04 中国石油大学(华东) A kind of instantaneous negative pressure underbalance well drilling plant and method

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