JP2000064365A - Sand-inflow preventive screen device for deep well - Google Patents

Sand-inflow preventive screen device for deep well

Info

Publication number
JP2000064365A
JP2000064365A JP10229651A JP22965198A JP2000064365A JP 2000064365 A JP2000064365 A JP 2000064365A JP 10229651 A JP10229651 A JP 10229651A JP 22965198 A JP22965198 A JP 22965198A JP 2000064365 A JP2000064365 A JP 2000064365A
Authority
JP
Japan
Prior art keywords
sand
screen
casing pipe
deep well
water
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.)
Withdrawn
Application number
JP10229651A
Other languages
Japanese (ja)
Inventor
Yoshio Murahashi
橋 義 雄 村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10229651A priority Critical patent/JP2000064365A/en
Publication of JP2000064365A publication Critical patent/JP2000064365A/en
Withdrawn legal-status Critical Current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

  • Filtration Of Liquid (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a sand-inflow preventive screen device for a deep well, by which the deep well can be used for a prolonged term by quick corresponding when clogging is generated. SOLUTION: In a casing pipe 1, in which a large number of holes communicated with internal and external surfaces are disposed in rows in the vertical direction on a peripheral surface, the casing pipe 1 is composed of an external cylinder 1a and an internal cylinder 1b. Screens 4 preventing the intrusion of sand, etc., mixed with water flowed in from the outside is inserted into arcuate voids 3 in a plan view formed by column materials 2 holding a section between both cylinders 1a, 1b at regular intervals in an exchangeable manner in the vertical direction.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、深井戸におけるケ
ーシングパイプに設けられているストレーナー(集水
孔)に流入する砂等の付着防止を図った深井戸用砂流入
防止スクリーン装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deep well sand inflow prevention screen device for preventing adhesion of sand or the like flowing into a strainer (water collection hole) provided in a casing pipe in a deep well.

【0002】[0002]

【従来の技術】従来から生活用水として水道水を使用し
ていない地域では一般的に直径φ200〜400mm、
設備深度50〜300m程度の深井戸から地下水を取水
している。この場合主に地下水を取水する地層は帯水地
層中の被圧地下水であるが、深い位置の帯水地層は互層
(不透水層・帯水地層・不透水層・帯水地層のような不
連続地層)となっていて、比較的砂礫層中に存在する砂
は細粒子となっている。
2. Description of the Related Art Generally, in areas where tap water has not been used as domestic water, the diameter is generally 200 to 400 mm,
Groundwater is taken from deep wells with a facility depth of 50 to 300 m. In this case, the groundwater intake is mainly the groundwater under pressure in the aquifer, but the deeper aquifers are alternating layers (impermeable layers, aquifers, impermeable layers, aquifers, etc.). It is a continuous formation, and the sand present in the gravel layer is relatively fine particles.

【0003】この被圧地下水を汲み上げるケーシングパ
イプ(揚水管)の従来の形態は、例えば図5乃至図7に
示すようなタイプが一般的に多く使用されている。
As the conventional form of the casing pipe (pumping pipe) for pumping the groundwater under pressure, for example, the types shown in FIGS. 5 to 7 are generally widely used.

【0004】すなわち図5はケーシングパイプ(揚水
管)aの断面図で、上下に多数の水平方向のストレーナ
ーb(集水孔)を配設したもの、図6はケーシングパイ
プ(揚水管)cの破断した斜視図で、周囲を複数等分し
た上下方向に適宜長さのスリット状のストレーナーd
(集水孔)を千鳥状に配置したもの、さらに図7はケー
シングパイプ(揚水管)eの破断した斜視図で、周囲を
複数等分した上下方向に図6のスリットに換えて多数の
孔からなるストレーナf(集水孔)を千鳥状に配置した
ものである。
That is, FIG. 5 is a cross-sectional view of a casing pipe (pumping pipe) a in which a large number of horizontal strainers b (water collecting holes) are arranged vertically, and FIG. 6 shows a casing pipe (pumping pipe) c. In the broken perspective view, a slit-shaped strainer d having an appropriate length in the vertical direction, which is obtained by equally dividing the circumference.
(Water collecting holes) arranged in a zigzag pattern, and FIG. 7 is a broken perspective view of a casing pipe (pumping pipe) e. The strainers f (water collection holes) are made up of staggered arrangement.

【0005】これらのケーシングパイプ(揚水管)に用
いられているストレーナー(集水孔)は、複数の帯水地
層が存在する位置毎の適宜深さにケーシングパイプを埋
設することにより、帯水地層中の地下水はストレーナー
を通してケーシングパイプ内に流入するので、ケーシン
グパイプ内の水を水ポンプ等により汲み上げることによ
り利用されるようになっている。
Strainers (water collection holes) used for these casing pipes (pumping pipes) are constructed by burying the casing pipes at appropriate depths at respective positions where a plurality of aquifers are present. Since the groundwater inside flows into the casing pipe through the strainer, it is used by pumping the water in the casing pipe with a water pump or the like.

【0006】[0006]

【発明が解決しようとする課題】しかしながらこれら揚
水には水と一緒に微粒子の砂等もケーシングパイプ内に
流入し、その結果砂が水と一緒に揚水されるので砂が貯
水槽に堆積したり、また砂以外にも揚水のための水中ポ
ンプの摩耗、ケーシングパイプの腐食や井戸周囲の陥没
等による雑物によってストレーナーの詰まりを起こすた
めケーシングパイプ内への水の流入量が次第に少なくな
り、ついには井戸としての機能を果たさなくなるなどの
問題があった。
However, in these pumps, fine particles of sand or the like also flow into the casing pipe together with the water, and as a result, the sand is pumped together with the water, so that the sand accumulates in the water storage tank. In addition to sand, the strainer may become clogged with foreign matter such as wear of the submersible pump for pumping water, corrosion of the casing pipe, and depression of the well surroundings. Had problems such as not functioning as a well.

【0007】砂の流入する原因を検討してみると、スト
レーナーの孔が砂の粒子よりも大きく開けられているこ
とに加え、ストレーナーの面積が揚水量に対して不足し
ているので、取水量を多くすれば井戸内の水位降下が大
きくなり、流入速度が透水係数値(帯水地層中の流速)
以上になるために水と一緒に砂が井戸周囲に堆積した
り、井戸内に流入するという結果を招いている。
As a result of examining the cause of the inflow of sand, in addition to the holes of the strainer being opened larger than the sand particles, the area of the strainer is insufficient with respect to the amount of pumped water. As the water level increases, the water level in the well increases and the inflow velocity becomes the permeability coefficient (velocity in the aquifer).
As a result, sand is deposited around the well along with water and flows into the well.

【0008】[0008]

【課題を解決するための手段】本発明は、上記のような
問題点の対策として、ストレーナーの面積の増大を図る
とともに、目詰まりを生じた場合には迅速に対応するこ
とができることにより深井戸を長期に亘って使用可能と
した深井戸用砂流入防止スクリーン装置を提供すること
を課題としたもので、その解決手段としてはストレーナ
ーにスクリーン装置を設置して目詰まりを生じた場合は
スクリーン装置を交換可能としたことにある。
In order to solve the above problems, the present invention aims to increase the area of the strainer, and when clogging occurs, it is possible to quickly respond to the problem. The object of the present invention is to provide a sand inflow prevention screen device for deep wells that can be used for a long period of time.As a solution to this problem, a screen device is installed in the strainer when the screen device is clogged. Can be exchanged.

【0009】すなわち本発明は、周面内外面に連通する
孔が上下方向に多数列設された深井戸用ケーシングパイ
プにおいて、該ケーシングパイプを外筒と内筒とで構成
し、両筒間を一定の等間隔に保持する柱材により形成さ
れる平面視円弧状をなす空所に、外部から流入する水に
混じった砂等の侵入を防止するスクリーンを垂直方向に
交換可能に挿入するようにしたことを特徴とする。
That is, according to the present invention, in a deep well casing pipe in which a large number of holes communicating with the inner and outer peripheral surfaces are vertically arranged, the casing pipe is composed of an outer cylinder and an inner cylinder, and the space between both cylinders is formed. A screen that prevents the entry of sand mixed with water flowing in from the outside into the space formed by the pillars that are held at regular equal intervals and that is arcuate in plan view is replaceably inserted in the vertical direction. It is characterized by having done.

【0010】これによりスクリーンに水垢や砂が付着し
て透水性が悪くなったりした場合は空所から容易に取り
出して洗浄するか、または新品のスクリーンと取替える
ことができる。したがってケーシング内の水位降下を防
止することができる。
If water stains or sand adhere to the screen and the water permeability deteriorates, the screen can be easily taken out from the void and washed, or a new screen can be replaced. Therefore, the water level in the casing can be prevented from dropping.

【0011】また前記スクリーンは縦桟および横桟によ
り固定された濾材を複数枚繋部により縦長に連結して構
成することが好ましい。これによりスクリーンは頑丈に
固定され、使用中に桟から外れるような不具合は生じな
い。
Further, it is preferable that the screen is constituted by vertically connecting a plurality of filter media fixed by a vertical rail and a horizontal rail by a connecting portion. This ensures that the screen is rigidly fixed and does not come off during use.

【0012】[0012]

【発明の実施の形態】以下、本発明を図面に示す実施の
形態を参照して説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in the drawings.

【0013】図1は本発明にかかる深井戸用砂流入防止
スクリーン装置の平面図を示すもので、ケーシングパイ
プ1は外筒1aと内筒1bとで構成され、両筒1a,1
b間にはこの間の間隔を一定の等間隔に保持するための
柱材2(図1では4個)が固着されており、両筒1a,
1b間と隣合う柱材2とにより形成される平面視円弧状
の部分は下方に至る空所3となっている。この空所3に
は上部からスクリーン4が垂直方向に交換可能に挿入さ
れている。なおスクリーン4は空所3に対して容易に挿
入可能なように空所3との間に余裕を持つ大きさとされ
る。
FIG. 1 is a plan view of a sand inflow prevention screen device for a deep well according to the present invention. A casing pipe 1 is composed of an outer cylinder 1a and an inner cylinder 1b.
Column members 2 (four in FIG. 1) are fixed between b to maintain a constant interval between them.
The arc-shaped portion in plan view formed by the column members 2 adjacent to each other and the adjacent column members 2 is a void 3 extending downward. A screen 4 is vertically replaceably inserted into the void 3 from above. It should be noted that the screen 4 is sized so as to have a margin between the screen 3 and the space 3 so that the screen 4 can be easily inserted.

【0014】図2は図1のケーシングパイプ1の破断し
た外観の斜視図を示すもので、外筒1aおよび内筒1b
の周面には上下および左右方向に内外面へ通ずる多数の
孔1c(または孔の代わりに縦長のスリット1dでもよ
い)が従来と同様に設けられており、これらの孔1cま
たは1dはスクリーン4と連通していることでストレー
ナーとしての透水孔面積の増大が図られている。
FIG. 2 is a perspective view of the casing pipe 1 shown in FIG. 1 with the outer appearance broken away. The outer cylinder 1a and the inner cylinder 1b are shown.
A large number of holes 1c (or vertical slits 1d instead of the holes) communicating vertically and horizontally to the inner and outer surfaces are provided on the peripheral surface of the screen as in the conventional case. The area of the water-permeable holes as a strainer is increased by communicating with the strainer.

【0015】またスクリーン4は図2のように挿入され
るもので、図3はその詳細構造の正面図を、濾材5単体
は図4にそれぞれ示すようになっている。
The screen 4 is inserted as shown in FIG. 2, and FIG. 3 is a front view of the detailed structure thereof, and FIG. 4 shows the filter medium 5 alone.

【0016】すなわち濾材5は材質が通水紙、セラミッ
ク繊維材、ナイロン繊維材その他で形成され、その厚さ
は5mm程度で、通水性が良く、極密に構成された適宜
大きさの四角形の幕状のものである。
That is, the filter material 5 is made of water-permeable paper, ceramic fiber material, nylon fiber material, or the like, and has a thickness of about 5 mm, has good water permeability, and has a square shape of an appropriate size which is extremely dense. It is a curtain.

【0017】これら濾材5単体は例えば図3に示すよう
に強度を保つため所定の大きさの縦桟6や横桟7により
脱落しないように周囲が固定され、さらに繋ぎ部8によ
り上下が連結されて適宜長さを有するスクリーン4とな
っている。
For example, as shown in FIG. 3, the filter medium 5 itself has its periphery fixed by vertical bars 6 and horizontal bars 7 of a predetermined size so as not to fall off, and is connected by a connecting portion 8 in the upper and lower directions. The screen 4 has an appropriate length.

【0018】つぎに作用を説明する。Next, the operation will be described.

【0019】新設の深井戸の場合は井戸掘削完了後、外
筒1aと内筒1bおよび柱材2よりなるケーシングパイ
プ1を予定深度まで降下させて設置し、内部を洗浄した
のち、図3に示すように単独に組み立てられているスク
リーン4を複数個の空所3の上方からそれぞれ図2の状
態に挿入することにより取着される。
In the case of a new deep well, after completion of excavation of the well, the casing pipe 1 consisting of the outer cylinder 1a, the inner cylinder 1b and the pillar material 2 is lowered to a predetermined depth and installed, and after cleaning the inside, it is shown in FIG. As shown, the individually assembled screens 4 are attached by inserting the screens 4 into the state shown in FIG.

【0020】またスクリーン4の挿入については深井戸
の深さが深くなるにつれて水圧が大きくなるのでスクリ
ーン4の内側に多数の孔1cを有する内筒1bを抱き合
わせるか、あるいは図2のようにセットされたものをケ
ーシングパイプ1の内筒1bの内側に挿入するようにし
てもよい。
Regarding the insertion of the screen 4, since the water pressure increases as the depth of the deep well increases, the inner cylinder 1b having a large number of holes 1c inside the screen 4 is tied together or set as shown in FIG. You may make it insert in the inside of the inner cylinder 1b of the casing pipe 1.

【0021】そして使用中にスクリーン4の濾材5単体
が水垢等の付着により透水性が悪くなった場合には、洗
浄のため短時間でスクリーン4を空所3から抜き取り、
洗浄後再びスクリーン4の挿入を行うが、挿入は必要に
応じて新品のスクリーン4に代えてもよい。
When the filter medium 5 itself of the screen 4 becomes poor in water permeability due to the adhesion of water stain during use, the screen 4 is removed from the void 3 in a short time for cleaning.
The screen 4 is inserted again after cleaning, but the insertion may be replaced with a new screen 4 if necessary.

【0022】このような装置を設けることで透水面積が
増加するので、従来のように水と一緒に流入した砂の堆
積や集水孔の目詰まりによってケーシングパイプ内の水
位が降下する恐れは解消されることになる。
Since the water permeation area is increased by providing such a device, there is no fear that the water level in the casing pipe will drop due to the accumulation of sand that has flowed in together with water or the clogging of the water collection holes as in the conventional case. Will be done.

【0023】[0023]

【発明の効果】本発明は以上説明したように構成したこ
とにより下記のような効果が得られる。
The present invention, which is configured as described above, has the following effects.

【0024】1)請求項1によれば、スクリーンに水垢
や砂が付着して透水性が悪くなった場合はスクリーンを
空所から容易に抜き出して洗浄するか、または新品のス
クリーンと取替えることによりケーシングパイプ内の水
位降下を防止することができるので深井戸の長期間の使
用が可能となる。
1) According to claim 1, when water stains or sand adhere to the screen and the water permeability becomes poor, the screen can be easily removed from the void and washed, or replaced with a new screen. Since it is possible to prevent the water level from dropping inside the casing pipe, it is possible to use the deep well for a long period of time.

【0025】2)請求項2によれば、スクリーンは縦桟
や横桟により固定された濾材を繋部により縦長に連結さ
れているから頑丈に固定され、使用中に桟から外れるよ
うな不具合は生じない。
2) According to claim 2, since the screen is vertically connected by the connecting portion of the filter medium fixed by the vertical crosspiece or the horizontal crosspiece, it is firmly fixed and there is no problem that the screen comes off from the crosspiece during use. Does not happen.

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

【図1】本発明にかかるケーシングパイプの一実施形態
を示す平面図。
FIG. 1 is a plan view showing an embodiment of a casing pipe according to the present invention.

【図2】図1のケーシングパイプの一部を破断した斜視
図。
FIG. 2 is a perspective view in which a part of the casing pipe of FIG. 1 is cut away.

【図3】図2のスクリーン部分の詳細を示す平面図。FIG. 3 is a plan view showing details of a screen portion of FIG.

【図4】図3の濾材単体を示す詳細図。FIG. 4 is a detailed view showing the filter medium alone of FIG.

【図5】従来のケーシングパイプの構造の一例を示す断
面図。
FIG. 5 is a sectional view showing an example of a structure of a conventional casing pipe.

【図6】従来のケーシングパイプの構造の他の例を示す
破断した斜視図。
FIG. 6 is a broken perspective view showing another example of the structure of a conventional casing pipe.

【図7】従来のケーシングパイプの構造の他の例を示す
破断した斜視図。
FIG. 7 is a broken perspective view showing another example of the structure of a conventional casing pipe.

【符号の説明】[Explanation of symbols]

1 ケーシングパイプ 1a 外筒 1b 内筒 1c 孔 1d スリット 2 柱材 3 空所 4 スクリーン 5 濾材 6 縦桟 7 横桟 8 繋ぎ部 1 Casing pipe 1a Outer cylinder 1b inner cylinder 1c hole 1d slit 2 pillar materials 3 vacant places 4 screen 5 filter media 6 vertical bars 7 side rail 8 joints

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】周面に内外面に連通する孔が上下方向に多
数列設された深井戸用ケーシングパイプにおいて、該ケ
ーシングパイプを外筒と内筒とで構成し、両筒間を一定
の等間隔に保持する柱材により形成される平面視円弧状
をなす空所に、外部から流入する水に混じった砂等の侵
入を防止するスクリーンを垂直方向に交換可能に挿入す
るようにしたことを特徴とする深井戸用砂流入防止スク
リーン装置。
1. A casing pipe for a deep well in which a large number of holes communicating with the inner and outer surfaces of the peripheral surface are vertically arranged in a row, the casing pipe being composed of an outer cylinder and an inner cylinder, and a constant distance between both cylinders. A screen that prevents the entry of sand mixed with water flowing in from the outside into the space formed by the pillars that are held at equal intervals and that is arcuate in plan view is replaceable vertically. A screen device for preventing sand inflow for deep wells.
【請求項2】前記スクリーンは縦桟および横桟により固
定された濾材を複数枚繋部により縦長に連結して構成さ
れている請求項1記載の深井戸用砂流入防止スクリーン
装置。
2. The sand inflow prevention screen device for a deep well according to claim 1, wherein said screen is constituted by vertically connecting a plurality of filter media fixed by vertical rails and horizontal rails by connecting portions.
JP10229651A 1998-08-14 1998-08-14 Sand-inflow preventive screen device for deep well Withdrawn JP2000064365A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10229651A JP2000064365A (en) 1998-08-14 1998-08-14 Sand-inflow preventive screen device for deep well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10229651A JP2000064365A (en) 1998-08-14 1998-08-14 Sand-inflow preventive screen device for deep well

Publications (1)

Publication Number Publication Date
JP2000064365A true JP2000064365A (en) 2000-02-29

Family

ID=16895548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10229651A Withdrawn JP2000064365A (en) 1998-08-14 1998-08-14 Sand-inflow preventive screen device for deep well

Country Status (1)

Country Link
JP (1) JP2000064365A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100880401B1 (en) * 2008-03-21 2009-01-30 전남대학교산학협력단 Apparatus for cleaning strainer and method therefor
CN103084000A (en) * 2011-11-08 2013-05-08 罗菁 Combined tube well filter
KR101548166B1 (en) * 2014-12-18 2015-08-31 (주)동해이엔지 Filter media accommodation unit, Underground water purifier use filter media accommodation unit and construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100880401B1 (en) * 2008-03-21 2009-01-30 전남대학교산학협력단 Apparatus for cleaning strainer and method therefor
WO2009116737A2 (en) * 2008-03-21 2009-09-24 Yang Hyung Sik Cleaning apparatus and method for strainer
WO2009116737A3 (en) * 2008-03-21 2009-12-23 Yang Hyung Sik Cleaning apparatus and method for strainer
CN103084000A (en) * 2011-11-08 2013-05-08 罗菁 Combined tube well filter
KR101548166B1 (en) * 2014-12-18 2015-08-31 (주)동해이엔지 Filter media accommodation unit, Underground water purifier use filter media accommodation unit and construction method

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