JPH06101236A - Pumping well structure - Google Patents

Pumping well structure

Info

Publication number
JPH06101236A
JPH06101236A JP25131792A JP25131792A JPH06101236A JP H06101236 A JPH06101236 A JP H06101236A JP 25131792 A JP25131792 A JP 25131792A JP 25131792 A JP25131792 A JP 25131792A JP H06101236 A JPH06101236 A JP H06101236A
Authority
JP
Japan
Prior art keywords
water
outer pipe
casing
strainers
pumping
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
Application number
JP25131792A
Other languages
Japanese (ja)
Inventor
Kenji Yasuda
健司 安田
Tamenobu Okamura
為信 岡村
Hidekazu Nakanishi
秀和 中西
Takaharu Furuta
敬治 古田
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP25131792A priority Critical patent/JPH06101236A/en
Publication of JPH06101236A publication Critical patent/JPH06101236A/en
Pending legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To reduce the amount of pumping by a method wherein strainers are provided to an outer pipe on locations where water stays, an inner pipe, smaller in diameter than the outer pipe, is provided, water collecting chambers are provided to locations where the strainers are provided and drain pumps for drainage in the water collecting chambers are provided. CONSTITUTION:A casing 2 is inserted up to a specified depth while a hole 1 is excavated, and an outer pipe 4 is buried with strainers 3a and 3b provided to water-staying layers W and W'. Then, the casing 2 and space around the locations where the strainers 3a and 3b are provided in the outer pipe 4 are filled with permeable material 5 while the outer pipe 4 in an impermeable layer Y is filled with water-expansion clay 6, and thereby water-running between the water-staying layers W and W' is stopped, and then the casing 2 is extracted. Then, the outer pipe 4 is blocked with a bottom plate 7 on a location near the strainers 3a, and water collecting chambers 10a and 10b are provided with the water pipe 4 and the bottom of an inner pipe 8 blocked with partition plates 9. As occasion demands, drain pumps 11 are installed to the water collecting chambers 10a and 10b, and drainage is made therewith. Thereby, the amount of pumping can be reduced by executing drainage as occasion arises in accordance with the degree of springwater.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は地下工事において、地下
水を揚水し、工事を円滑に進行せしめる揚水井戸の構造
に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a pumping well that pumps groundwater in underground construction and allows the construction to proceed smoothly.

【0002】[0002]

【従来の技術】従来、地下工事に際して掘削する底面が
地下水位を超えて下方に及ぶとき、掘削する底面より水
位を下げ、掘削作業をやりやすくするために、事前に地
質調査された滞水層に排水計画に基いて、揚水井戸を予
め設置して地下水位を下げている。
2. Description of the Related Art Conventionally, when the bottom surface to be excavated during underground construction extends below the groundwater level to a lower level, the water level is lowered from the bottom surface to be excavated, and the aquifer that has been previously geologically surveyed to facilitate excavation Based on the drainage plan, a pumping well is installed in advance to lower the groundwater level.

【0003】前記揚水井戸は図4に示すように、掘削孔
aを掘削しながらケーシングbを所定の深さに挿入し、
同ケーシングにケーシングより小径の井戸側cを挿入す
るとともに、同井戸側には集水する範囲の全面に亘って
ストレーナーdを設けて構成されている。また前記ケー
シングと井戸側との間にはフィルター材eを充填して、
ケーシングを引抜き井戸側の内部に揚水ポンプf設置
し、滞水層W,W′の水を排水するように構成されてい
る。Gは揚水ポンプ設置地盤である。
As shown in FIG. 4, in the pumping well, a casing b is inserted to a predetermined depth while excavating a drill hole a,
A well side c having a diameter smaller than that of the casing is inserted into the casing, and a strainer d is provided on the well side over the entire surface of the water collecting range. Further, a filter material e is filled between the casing and the well side,
A casing is provided with a pumping pump f inside the extraction well side to drain the water in the aquifers W and W '. G is the ground where the pumping pump is installed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前記従
来の揚水井戸によると最終掘削底面より深く井戸底を設
けて幾つかの滞水層から出水する地下水を常時排水する
ために、排水層が増大し、排水処理施設費が嵩み、ま
た、掘削深度に合わせて当該深度の滞水層から排水する
ことができなかった。
However, according to the conventional pumping well, the drainage layer is increased because the well bottom is deeper than the bottom of the final excavation and the groundwater discharged from several aquifers is constantly drained. However, the cost of wastewater treatment facilities was high, and it was not possible to drain water from the aquifer at that depth according to the drilling depth.

【0005】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処は、掘削深度
に合わせてその滞水層からの湧水を排水するようにし
て、排水量の軽減と井戸の本数を節減して、しかも排水
効率を向上する揚水井戸の構造を提供する点にある。
The present invention has been proposed in view of the problems of the above-mentioned prior art, and the purpose thereof is to discharge the spring water from the aquifer in accordance with the excavation depth and to discharge the discharged water. The purpose is to provide a structure of a pumping well that reduces the number of wells and the number of wells, and improves drainage efficiency.

【0006】[0006]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る揚水井戸は、掘削孔を掘削しながらケ
ーシングを所要の深さに挿入し、同ケーシングにケーシ
ングより小径の外管を埋設してなる揚水井戸において、
前記外管における複数の滞水位置に夫々ストレーナーを
配設するとともに、前記外管より小径の内管を配設し、
前記各ストレーナーの配設部に夫々集水室を設け、同各
集水室から必要に応じて排水する揚水ポンプを設けて構
成されている。
In order to achieve the above object, a pumping well according to the present invention has a casing inserted into a required depth while excavating a drilling hole, and an outer pipe having a diameter smaller than that of the casing is inserted into the casing. In the pumping well with the
While disposing strainers respectively at a plurality of water retaining positions in the outer pipe, an inner pipe having a diameter smaller than that of the outer pipe is disposed,
Each of the strainers is provided with a water collecting chamber, and a pump for discharging water from the water collecting chamber is also provided.

【0007】請求項2の発明は、前記掘削孔と外管との
隙間に、ストレーナー周囲では透水材を、他の不透水層
部分では水膨張性粘土を夫々充填して構成されている。
According to a second aspect of the present invention, the gap between the drill hole and the outer pipe is filled with a water-permeable material around the strainer and water-expandable clay in the other impermeable layer portions.

【0008】[0008]

【作用】本発明は前記したように構成されているので、
掘削孔内の複数の滞水層位置に夫々ストレーナーが配設
された外管と、同外管内に設けた内管とでストレーナー
近傍に複数の集水室を設けたことによって、掘削の深度
に合わせて夫々の集水室に集水された湧水を排水ポンプ
を介して揚水することによって水位を下げるものであ
る。
Since the present invention is constructed as described above,
By providing multiple water collection chambers near the strainer with an outer pipe in which a strainer is installed at each of multiple aquifers in the drill hole and an inner pipe provided in the outer pipe, At the same time, the spring water collected in each water collection chamber is pumped through a drainage pump to lower the water level.

【0009】また掘削孔と外管との隙間には、ストレー
ナー周囲では豆砂利等の透水材を充填することによって
滞水層からの湧水を集水し、他の不透水層には水膨張性
粘土を充填することによって、滞水層からの湧水の流入
をなくし、湧水量を制限して、余分な排水をすることが
ないようにしうるものである。
Further, the gap between the drill hole and the outer pipe is filled with a water permeable material such as gravel around the strainer to collect spring water from the aquifer layer and expand the water in the other impermeable layer. It is possible to prevent the inflow of spring water from the aquifer, limit the amount of spring water, and prevent excessive drainage by filling with a clay.

【0010】[0010]

【実施例】以下本発明を図示の実施例について説明す
る。Aは揚水井戸で、掘削孔1を掘削しながらケーシン
グ2を所要の深さに挿入し、同ケーシング2における滞
水層W,W′位置において、夫々ストレーナー3a,3
bが配設され、且つケーシング2より小径の外管4を埋
設し、ケーシング2と外管4におけるストレーナー3
a,3bの配設位置との周囲には豆砂利の如き透水材5
を充填し、前記滞水層W,W′以外の不透水層Yには外
管4に水膨張性粘土6を充填し、滞水層W,W′間の流
水を止める。しかるのち前記ケーシング2を引抜く。
The present invention will be described below with reference to the illustrated embodiments. A is a pumping well, and the casing 2 is inserted to a required depth while excavating the drill hole 1, and the strainers 3a and 3 are respectively provided at the positions of the aquifers W and W'in the casing 2.
b, and an outer pipe 4 having a smaller diameter than the casing 2 is embedded, and a strainer 3 in the casing 2 and the outer pipe 4 is provided.
Water-permeable material 5 such as pea gravel around the positions of a and 3b
The water impermeable layer Y other than the aquifers W and W'is filled with the water-expandable clay 6 in the outer tube 4 to stop running water between the aquifers W and W '. Then, the casing 2 is pulled out.

【0011】前記ストレーナー3aの近傍において外管
1を底板7で閉塞し、外管4と内管8との底部を仕切板
9で閉塞して、第1の集水室10aと第2の集水室10
bを設けている。同各集水室10a,10bには必要に
応じて揚水ポンプ11が設置され、同ポンプ11で排水
されるようになっている。なお掘削深度の深い、深井戸
の場合は、前記内管8と外管4とを継接しながら挿入し
ていく。
In the vicinity of the strainer 3a, the outer pipe 1 is closed by a bottom plate 7, the bottoms of the outer pipe 4 and the inner pipe 8 are closed by a partition plate 9, and the first water collecting chamber 10a and the second water collecting chamber 10a are closed. Water room 10
b is provided. A pumping pump 11 is installed in each of the water collecting chambers 10a and 10b as needed, and the pump 11 drains water. In the case of a deep well with a deep excavation depth, the inner pipe 8 and the outer pipe 4 are inserted while being connected.

【0012】図中12は内管8と外管4とを連結する補
強材である。前記実施例によれば、予め地質調査によっ
て滞水層W,W′にあたる位置にストレーナー3a,3
bを設けて、滞水層W,W′とストレーナー3a,3b
との間に透水材5を充填して、外管4と内管8とによっ
て仕切られた前記各集水室10a,10bに湧水を集水
することによって、掘削深度と、湧水の度合を見計っ
て、同各集水室10a,10bに揚水ポンプ11を設置
して揚水して、地下水位を下げることにより、従来のよ
う井戸側の下方にストレーナーを設けて湧水を常時揚水
する場合と違って、必要に応じて排水することによっ
て、揚水量が大幅に低減される。
Reference numeral 12 in the figure is a reinforcing member for connecting the inner pipe 8 and the outer pipe 4. According to the above-described embodiment, the strainers 3a, 3 are located at the positions corresponding to the aquifers W, W'according to the geological survey in advance.
b, the aquifers W, W'and the strainers 3a, 3b
By filling the water-permeable material 5 between them and collecting spring water in each of the water collecting chambers 10a, 10b partitioned by the outer pipe 4 and the inner pipe 8, the excavation depth and the degree of spring water are increased. The pumping pump 11 is installed in each of the water collecting chambers 10a and 10b to pump water, and the groundwater level is lowered to provide a strainer under the well side as in the conventional case to constantly pump spring water. Unlike in the case, draining as needed significantly reduces the amount of pumped water.

【0013】[0013]

【発明の効果】本発明によれば前記したように、滞水層
にあたる位置にストレーナーを設けて、外管と内管の集
水室を設け、夫々の滞水層からの湧水に影響されること
なく、掘削の深度と湧水の度合いを見計って、前記集水
室に揚水ポンプを設置して揚水することによって地下水
位を下げてから掘削作業を円滑に進めることができ、ま
た不必要に地下水を排水することがないので、排水処理
設備の規模が縮小されるとともに、単一の井戸で複数本
の井戸の役目を果すことができ、経済的効果が大であ
る。
As described above, according to the present invention, the strainer is provided at the position corresponding to the aquifer, and the water collecting chambers for the outer pipe and the inner pipe are provided so that the spring water from each aquifer is affected. It is possible to smoothly carry out the excavation work after lowering the groundwater level by installing a pumping pump in the water collection chamber and pumping water by monitoring the depth of excavation and the degree of spring water. Since the groundwater is not drained as necessary, the scale of the wastewater treatment facility can be reduced, and a single well can serve as multiple wells, which is a great economic effect.

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

【図1】本発明に係る揚水井戸の一実施例を示す縦断面
図である。
FIG. 1 is a vertical sectional view showing an embodiment of a pumping well according to the present invention.

【図2】図1の要部拡大図である。FIG. 2 is an enlarged view of a main part of FIG.

【図3】図2の矢視イ−イ図である。3 is a view taken along the line EE in FIG.

【図4】従来構造を示す縦断面図である。FIG. 4 is a vertical sectional view showing a conventional structure.

【符号の説明】[Explanation of symbols]

A 揚水井戸 G 地盤 W 滞水層 W′ 滞水層 Y 不透水層 1 掘削孔 2 ケーシング 3a ストレーナー 3b ストレーナー 4 外管 5 透水材 6 水膨張性粘土 7 底板 8 内管 9 仕切板 10a 第1の集水室 10b 第2の集水室 11 揚水ポンプ A Pumping well G Ground W Aquifer W'Aquifer Y Impermeable layer 1 Drilling hole 2 Casing 3a Strainer 3b Strainer 4 Outer pipe 5 Water permeable material 6 Water-expandable clay 7 Bottom plate 8 Inner pipe 9 Partition plate 10a First Water collection chamber 10b Second water collection chamber 11 Pumping pump

フロントページの続き (72)発明者 古田 敬治 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内Front page continuation (72) Inventor Keiji Furuta 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 掘削孔を掘削しながらケーシングを所要
の深さに挿入し、同ケーシングにケーシングより小径の
外管を埋設してなる揚水井戸において、前記外管におけ
る複数の滞水位置に夫々ストレーナーを配設するととも
に、前記外管より小径の内管を配設し、前記各ストレー
ナーの配設部に夫々集水室を設け、同各集水室から必要
に応じて排水する揚水ポンプを設けてなることを特徴と
する揚水井戸の構造。
1. A pumping well in which a casing is inserted into a required depth while excavating a drilling hole, and an outer pipe having a diameter smaller than that of the casing is embedded in the casing, and the outer pipe has a plurality of water-storing positions respectively. In addition to disposing a strainer, disposing an inner pipe having a diameter smaller than that of the outer pipe, providing a water collecting chamber in each disposing portion of each strainer, and a pumping pump for draining water from each water collecting chamber as needed. The structure of a pumping well characterized by being provided.
【請求項2】 前記掘削孔と外管との隙間に、ストレー
ナー周囲では透水材を、他の不透水層部分では水膨張性
粘土を夫々充填してなる請求項1記載の揚水井戸の構
造。
2. The structure of a pumping well according to claim 1, wherein the clearance between the drill hole and the outer pipe is filled with a water-permeable material around the strainer and water-expandable clay in the other impermeable layer portions.
JP25131792A 1992-09-21 1992-09-21 Pumping well structure Pending JPH06101236A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25131792A JPH06101236A (en) 1992-09-21 1992-09-21 Pumping well structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25131792A JPH06101236A (en) 1992-09-21 1992-09-21 Pumping well structure

Publications (1)

Publication Number Publication Date
JPH06101236A true JPH06101236A (en) 1994-04-12

Family

ID=17221016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25131792A Pending JPH06101236A (en) 1992-09-21 1992-09-21 Pumping well structure

Country Status (1)

Country Link
JP (1) JPH06101236A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1000762A2 (en) 1998-11-12 2000-05-17 Riso Kagaku Corporation Sheet discharging apparatus
JP2015166546A (en) * 2014-02-13 2015-09-24 鹿島建設株式会社 Underground water control method and system
CN108166516A (en) * 2017-11-30 2018-06-15 成都同新房地产开发有限公司 Dewatering well utilization system based on sponge city and utilize method
CN111926862A (en) * 2020-07-30 2020-11-13 济南城建集团有限公司 Underground water drainage ecological protection system and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1000762A2 (en) 1998-11-12 2000-05-17 Riso Kagaku Corporation Sheet discharging apparatus
JP2015166546A (en) * 2014-02-13 2015-09-24 鹿島建設株式会社 Underground water control method and system
CN108166516A (en) * 2017-11-30 2018-06-15 成都同新房地产开发有限公司 Dewatering well utilization system based on sponge city and utilize method
CN111926862A (en) * 2020-07-30 2020-11-13 济南城建集团有限公司 Underground water drainage ecological protection system and construction method

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