JPH0689558B2 - Water collecting well and lateral well construction method for water collecting well - Google Patents

Water collecting well and lateral well construction method for water collecting well

Info

Publication number
JPH0689558B2
JPH0689558B2 JP2282196A JP28219690A JPH0689558B2 JP H0689558 B2 JPH0689558 B2 JP H0689558B2 JP 2282196 A JP2282196 A JP 2282196A JP 28219690 A JP28219690 A JP 28219690A JP H0689558 B2 JPH0689558 B2 JP H0689558B2
Authority
JP
Japan
Prior art keywords
water collecting
well
water
pipe
lateral
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 - Fee Related
Application number
JP2282196A
Other languages
Japanese (ja)
Other versions
JPH04155025A (en
Inventor
邦雄 美谷島
永三 鶴田
Original Assignee
日本綜合建設株式会社
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 日本綜合建設株式会社 filed Critical 日本綜合建設株式会社
Priority to JP2282196A priority Critical patent/JPH0689558B2/en
Publication of JPH04155025A publication Critical patent/JPH04155025A/en
Publication of JPH0689558B2 publication Critical patent/JPH0689558B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Landscapes

  • Earth Drilling (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、集水井戸および集水井戸の横孔施工方法に関
する。
TECHNICAL FIELD The present invention relates to a water collecting well and a method for constructing a lateral hole in the water collecting well.

(従来の技術) 上水道の水源としては、河川、伏流水あるいは滞水層の
地下水を対象にした井戸などがある。
(Prior Art) Water sources for waterworks include wells for rivers, underground water, or aquifer groundwater.

従来、井戸を水源とする場合には、垂直井戸を掘り、こ
の垂直井戸の内側壁面に横孔を掘り、この横孔から水を
井戸内に集水していた。
Conventionally, when a well is used as a water source, a vertical well is dug, a lateral hole is dug on the inner wall surface of the vertical well, and water is collected from the lateral hole into the well.

特に、横孔は、第6図に示すような管体3を、ボーリン
グ掘削機により打ち込み穿設するものである。この管体
3の周面には複数のスリット4・・が形成され、先端に
は掘削用のヘッド2が設けられている。
In particular, the lateral holes are formed by driving the pipe body 3 as shown in FIG. 6 by driving with a boring excavator. A plurality of slits 4 ... Are formed on the peripheral surface of the pipe body 3, and a head 2 for excavation is provided at the tip.

そして、管体3はそのまま集水用の管体となり、管体3
周面のスリット4・・から管体3に流れ込んだ水が垂直
井戸内に集水される。
Then, the tube body 3 becomes a tube body for collecting water as it is, and the tube body 3
The water flowing into the pipe 3 from the slits 4 on the peripheral surface is collected in the vertical well.

(発明が解決しようとする課題) しかしながら、上記集水井戸では、横孔用の管体3にス
リット4を多く開口し、多くの水を集めようとするもの
であるが、管体3に単にスリット4・・を穿設したもの
では、スリット4・・・に目づまりが発生して十分な量
の水を確保することができなかった。
(Problems to be Solved by the Invention) However, in the above-mentioned water collecting well, many slits 4 are opened in the tubular body 3 for horizontal holes to collect a large amount of water. In the case where the slits 4 ... Are provided, the slits 4 ... Are clogged and a sufficient amount of water cannot be secured.

また、管体3にスリット4・・を穿設する作業は、曲面
に穴を開口するものであり、作業が面倒であり、多くの
加工時間が必要であった。一方、あまりスリット4・・
を多く穿設すると、打ち込みの際に、十分な強度を確保
することができず変形するなどという事態を生ずること
もある。
Further, the work of forming the slits 4 ... In the tube body 3 involves opening a hole in a curved surface, which is troublesome and requires a long processing time. On the other hand, too many slits 4 ...
If a large number of holes are formed, a sufficient strength may not be ensured at the time of driving, which may cause deformation.

このため、従来の集水用の管体3は、開口率からみても
満足のいくものではなかった。
For this reason, the conventional pipe body 3 for collecting water is not satisfactory in view of the aperture ratio.

そこで、本発明は、上記課題を解決するためになされた
もので、集水量を多く確保することができる集水井戸お
よび集水井戸の横孔施工方法を提供することを目的とす
る。
Then, this invention was made | formed in order to solve the said subject, and an object of this invention is to provide the water collection well which can secure a large amount of water collection, and the horizontal hole construction method of a water collection well.

(課題を解決するための手段) この発明は上記課題解決するために次の構成を備えてな
る。
(Means for Solving the Problem) In order to solve the above problem, the present invention has the following configuration.

集水井戸の横孔施工方法としては、集水用の井戸の内壁
面に、管状のガイド体の先端に掘削用のビットを設けた
エアーハンマ掘削機により横孔を穿設し、前記ガイド体
の内側に集水管を挿入し、次いでガイド体を抜き取るよ
うにしたことを特徴とする。
As a method of constructing a lateral hole of a water collecting well, a lateral hole is bored by an air hammer excavator equipped with a bit for drilling at the tip of a tubular guide body on the inner wall surface of the water collecting well, and the guide body is formed. The water collecting pipe is inserted into the inside of the container, and then the guide body is pulled out.

また、集水管として、線材を螺旋状に巻回した管体を用
いるようにしても良い。
Further, as the water collecting pipe, a pipe body in which a wire is spirally wound may be used.

さらに、集水井戸としては、 内壁面に放射状に横孔を掘り、この横孔から水を集める
ようにした集水井戸において、前記横孔に線材を螺旋状
に巻回して形成した集水管を配設したことを特徴とす
る。
Further, as a water collecting well, in a water collecting well in which horizontal holes are dug radially on the inner wall surface and water is collected from the horizontal holes, a water collecting pipe formed by spirally winding a wire around the horizontal hole is used. It is characterized in that it is provided.

(作用) 次に、作用について述べる。(Operation) Next, the operation will be described.

まず、集水用の集水井戸を掘り、この集水井戸の側壁面
に、管状のガイド体を案内するように掘削用ビットを有
するエアーハンマ掘削機により横孔を穿設する。その
後、ガイド体の内側に集水能力の優れた集水管を挿入
し、前記ガイド体を引き抜く。
First, a water collecting well for water collection is dug, and a lateral hole is bored on the side wall surface of the water collecting well by an air hammer excavator having an excavating bit so as to guide a tubular guide body. After that, a water collecting pipe having an excellent water collecting ability is inserted inside the guide body, and the guide body is pulled out.

このような方法によるため、横孔内に、線材を螺旋状に
巻回した集水管を配設することも可能となる。
By such a method, it is possible to dispose the water collecting pipe in which the wire is spirally wound in the lateral hole.

(実施例) 以下本発明の好適な実施例を添付図面に基づいて詳細に
説明する。
(Examples) Hereinafter, preferred examples of the present invention will be described in detail with reference to the accompanying drawings.

まず、上水道の水源としての垂直な集水井戸10を掘る
(第3図)。この集水井戸10は従来知られている方法で
掘られたものであり、内壁面は複数のセグメント11によ
り覆われ土留めされている。
First, dig a vertical water collection well 10 as a water source for water supply (Fig. 3). The water collecting well 10 is dug by a conventionally known method, and the inner wall surface is covered with a plurality of segments 11 and is earthed.

続いて、集水井戸10に横孔を掘り、この横孔から集水井
戸10に水を集める。ここで横孔を掘る方法について、第
1図を参照して説明する。
Then, a horizontal hole is dug in the water collecting well 10, and water is collected in the water collecting well 10 from this horizontal hole. Here, a method of digging a lateral hole will be described with reference to FIG.

中空のケーシングパイプとしてのガイド管12内に掘削ロ
ッドを挿入し、この掘削ロッドの先端に掘削用ビット14
を設けた掘削機により所定に長さの横孔20をボーリング
する。掘削機は、エアーハンマにより掘り進められれ
る。なお、横孔20は、若干先端が上昇するような孔とす
る。
A drilling rod is inserted into a guide pipe 12 as a hollow casing pipe, and a drilling bit 14 is attached to the tip of this drilling rod.
A horizontal hole 20 having a predetermined length is bored by an excavator provided with. The excavator is excavated by an air hammer. The lateral hole 20 is a hole whose tip is slightly elevated.

横孔20を所定長さまで掘り進んだら掘削を止める。そし
て、従来から知られているように、掘削用ビット14を先
端に有する掘削ロッドを逆方向に回転させることにより
掘削用ビット14を縮径させ、掘削用ビット14をガイド管
12から引き抜く。
When the horizontal hole 20 is dug to a predetermined length, the excavation is stopped. Then, as conventionally known, the diameter of the excavating bit 14 is reduced by rotating the excavating rod having the excavating bit 14 at the tip in the opposite direction, and the excavating bit 14 is guided by the guide pipe.
Pull out from 12.

続いて、ガイド管12内に集水管16を挿入し、ガイド管12
を引き抜き、横孔20内に集水管16を残す。
Next, insert the water collection pipe 16 into the guide pipe 12
To leave the water collecting pipe 16 in the lateral hole 20.

集水管16の集水井戸10に臨む部分を集水井戸10内に突出
させ、先端にはバルブ18を設けるとともに、セグメント
11に穿設された孔をコーキングする。
A portion of the water collection pipe 16 facing the water collection well 10 is projected into the water collection well 10, and a valve 18 is provided at the tip of the water collection well 10.
Caulk the hole drilled in 11.

同様に、集水井戸10の周面に複数の横孔20・・・を穿設
し、集水管16を配置する(第4図参照)。
Similarly, a plurality of lateral holes 20 ... Are bored in the peripheral surface of the water collecting well 10 and the water collecting pipe 16 is arranged (see FIG. 4).

また、集水管16は、第5図に示すように、細いワイヤー
等の線材17を螺旋状に、かつ隣接する線材同士が僅かな
間隙を保持するようにして巻回して管体を形成した集水
性に優れたものを用いる。いわゆる巻線形スクリーンと
呼ばれるものである。集水管16の集水井戸10内への突出
部分近傍は、集水することがないため巻線形のスクリー
ンでない管体とする。
Further, as shown in FIG. 5, the water collecting pipe 16 is formed by winding a wire rod 17 such as a thin wire in a spiral shape and winding the wire rod so that adjacent wire rods hold a slight gap between them to form a tubular body. Use a water-soluble material. It is a so-called wound screen. The vicinity of the protruding portion of the water collection pipe 16 into the water collection well 10 is a pipe body that is not a winding type screen because water is not collected.

上述するように、集水井戸10の横孔20・・・に集水管16
を挿入したので、この集水管16の螺旋状に巻回した線材
17の間隙から多量の水が侵入し、さらに集水管16から集
水井戸10に水を集めることができる。
As described above, the water collecting pipe 16 is provided in the lateral hole 20 ... of the water collecting well 10.
The wire rod that was spirally wound on this water collection pipe 16
A large amount of water can invade from the gap 17 and further collect water from the water collection pipe 16 to the water collection well 10.

以上、本発明の好適な実施例を挙げて種々説明してきた
が、本発明が上述した実施例に限定されるものでないこ
とはいうまでもなく、発明の精神を逸脱しない範囲内で
多くの改変を施し得ることはもちろんである。
Although various descriptions have been given above with reference to the preferred embodiments of the present invention, it goes without saying that the present invention is not limited to the above-described embodiments, and many modifications are made without departing from the spirit of the invention. Of course, it can be applied.

(発明の効果) 本発明は以上のように構成されているため、次に示すよ
うな著効を奏する。
(Effects of the Invention) Since the present invention is configured as described above, the following remarkable effects are exhibited.

1)集水能力のある集水管を、ガイド管を挿入した後、
このガイド管内に挿入するようにしたので、集水管が破
損することなく容易に、横孔内に挿入することができ
る。
1) After inserting the guide pipe with the water collection pipe with the water collection capacity,
Since the water collecting pipe is inserted into the guide pipe, it can be easily inserted into the lateral hole without damaging the water collecting pipe.

2)また、集水管として、線材を巻回して形成した管体
を用いることにより、極めて集水量の多い集水井戸の施
工が可能となった。
2) Further, by using a tube body formed by winding a wire rod as the water collecting pipe, it is possible to construct a water collecting well having an extremely large water collecting amount.

3)従来のように、管体にスリットを設けた集水管は製
造が極めて面倒であるとともに集水能力が十分でなかっ
たが、線材を巻回した集水管を用いることにより、耐久
性に優れ、効率良く、十分な集水量を確保することがで
きる。
3) Conventionally, the water collecting pipe with slits in the pipe body was extremely troublesome to manufacture and the water collecting capacity was not sufficient, but by using the water collecting pipe wound with the wire rod, the durability is excellent. It is possible to secure a sufficient amount of water collection efficiently.

【図面の簡単な説明】[Brief description of drawings]

第1図は横孔の穿設状態を示す断面説明図、第2図は横
孔の施工状態を示す断面説明図、第3図は集水井戸を示
す断面説明図、第4図は集水井戸の平面説明図、第5図
は集水管の部分斜視図、第6図は従来の集水管の説明図
である。 10……集水井戸、 11……セグメント、 14……掘削用ビット、 16……集水管、 17……線材、 18……バルブ、 20……横孔。
FIG. 1 is a cross-sectional explanatory view showing a drilled state of a horizontal hole, FIG. 2 is a cross-sectional explanatory view showing a construction state of a horizontal hole, FIG. 3 is a cross-sectional explanatory view showing a water collecting well, and FIG. Fig. 5 is a plan view of a well, Fig. 5 is a partial perspective view of a water collection pipe, and Fig. 6 is an explanatory view of a conventional water collection pipe. 10 …… water collection well, 11 …… segment, 14 …… excavation bit, 16 …… water collection pipe, 17 …… wire rod, 18 …… valve, 20 …… horizontal hole.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】集水用の井戸の内壁面に、管状のガイド体
の先端に掘削用のビットを設けたエアーハンマ掘削機に
より横孔を穿設し、 前記ガイド体の内側に集水管を挿入し、 次いでガイド体を抜き取るようにしたことを特徴とする
集水井戸の横孔施工方法。
1. A horizontal hole is bored on an inner wall surface of a water collecting well by an air hammer excavator having a drilling bit at the tip of a tubular guide body, and a water collecting pipe is provided inside the guide body. A lateral well construction method for a water collection well, characterized in that the guide body is inserted and then extracted.
【請求項2】集水管として、線材を螺旋状に巻回した管
体を用いたことを特徴とする請求項1記載の集水井戸の
横孔施工方法。
2. The method for constructing a lateral hole in a water collecting well according to claim 1, wherein a tube body in which a wire is spirally wound is used as the water collecting tube.
【請求項3】内壁面に放射状に横孔を掘り、この横孔か
ら水を集めるようにした集水井戸において、 前記横孔に線材を螺旋状に巻回して形成した集水管を配
設したことを特徴とする集水井戸。
3. A water collecting well in which horizontal holes are radially formed in an inner wall surface and water is collected from the horizontal holes, and a water collecting pipe formed by spirally winding a wire is arranged in the horizontal hole. A water collection well characterized by this.
JP2282196A 1990-10-19 1990-10-19 Water collecting well and lateral well construction method for water collecting well Expired - Fee Related JPH0689558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2282196A JPH0689558B2 (en) 1990-10-19 1990-10-19 Water collecting well and lateral well construction method for water collecting well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2282196A JPH0689558B2 (en) 1990-10-19 1990-10-19 Water collecting well and lateral well construction method for water collecting well

Publications (2)

Publication Number Publication Date
JPH04155025A JPH04155025A (en) 1992-05-28
JPH0689558B2 true JPH0689558B2 (en) 1994-11-09

Family

ID=17649326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2282196A Expired - Fee Related JPH0689558B2 (en) 1990-10-19 1990-10-19 Water collecting well and lateral well construction method for water collecting well

Country Status (1)

Country Link
JP (1) JPH0689558B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100284857B1 (en) * 1998-03-13 2001-03-15 김명수 Gathering Method of Underground Water
JP2013167051A (en) * 2012-02-14 2013-08-29 Nagaoka International Corp Construction method for radial catchment well using coil screen
JP6206895B1 (en) * 2017-04-11 2017-10-04 株式会社内外地下開発 Renovation method for small-diameter wells and excavation equipment used therefor

Also Published As

Publication number Publication date
JPH04155025A (en) 1992-05-28

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