JPH03194023A - Pumping well capable of adjusting pressure reduction - Google Patents

Pumping well capable of adjusting pressure reduction

Info

Publication number
JPH03194023A
JPH03194023A JP33311889A JP33311889A JPH03194023A JP H03194023 A JPH03194023 A JP H03194023A JP 33311889 A JP33311889 A JP 33311889A JP 33311889 A JP33311889 A JP 33311889A JP H03194023 A JPH03194023 A JP H03194023A
Authority
JP
Japan
Prior art keywords
upper chamber
water
chamber
pipe
pressure
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.)
Granted
Application number
JP33311889A
Other languages
Japanese (ja)
Other versions
JPH063021B2 (en
Inventor
Takao Kawashima
川島 隆夫
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP33311889A priority Critical patent/JPH063021B2/en
Publication of JPH03194023A publication Critical patent/JPH03194023A/en
Publication of JPH063021B2 publication Critical patent/JPH063021B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To automatically adjust to reduce water pressure of an aquiferous layer by dividing the well main body of a pumping well used at a construction site and the like into an upper chamber and a lower chamber, providing a communicating pipe between both chambers, and draining ground water flowing in the upper chamber. CONSTITUTION:The well main body 1 of a pumping well used for an underground drainage work at a construction site and the like is divided into an upper chamber 1a and a lower chamber 1b with a partition 2, and the main body 1 is built into the ground so that the lower end is positioned in an aquiferous layer 13 between upper and lower non-permeable layers 11, 12. A pipe 3 having adjustable length is standingly provided on the partition 2, to communicate the upper chamber 1a and the lower chamber 1b with each other. A drainage pump 4 arranged on the lower part of the upper chamber 1a is driven for draining ground water flowing in the upper chamber 1a. Hereby, water pressure in the aquiferous layer 13 is automatically adjusted to reduce pressure, and minify the drain water quantity to a minimum necessary quantity for saving consuming power.

Description

【発明の詳細な説明】 [産業上の利用分野コ 本発明は、建設現場等で地下の排水工事に用いられる揚
水井戸に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pumping well used for underground drainage work at construction sites and the like.

[従来の技術] 一般に、建設現場等で掘削工事を行なうに当たり、地下
水を排水するために揚水井戸が用いられる。この種の揚
水井戸は、止水工法を用いる場合であっても、地下に不
透水層による滞水層が存在し、特に上被りが小さい時に
は必ず使用される。
[Prior Art] Generally, pumping wells are used to drain groundwater when excavating at construction sites and the like. This type of pumping well is always used when there is an impermeable water retention layer underground, especially when the overburden is small, even when a water stop method is used.

[発明が解決しようとする課題] 従来の揚水井戸は、前記滞水層から排水するが、この滞
水層の水圧が前記上被りの圧力より大きい時には、滞水
層を減圧しなければならない。
[Problems to be Solved by the Invention] Conventional pumping wells discharge water from the water reservoir, but when the water pressure in the water reservoir is greater than the pressure in the overburden, the water reservoir must be depressurized.

このため、排水ポンプを下の方に設置して滞水層から排
水して減圧を図るが、消費電力を多く必要としたり、必
要以上に多く排水してコスト高になる欠点がある。
For this reason, a drainage pump is installed at the bottom to drain water from the aqueous layer and reduce the pressure, but this has the drawbacks of requiring a large amount of power consumption and increasing the cost of draining more water than necessary.

このような欠点を回避するために、例えば排水量をバル
ブでコントロールすることが考えられるが、その場合に
は前記滞水層の水が、根切り底に回ってドライワークの
出来ない事態が生じることがある。
In order to avoid such drawbacks, it is possible to control the amount of drainage using a valve, but in that case, the water in the water reservoir layer would flow to the bottom of the root cut, making it impossible to perform dry work. There is.

本発明は、このような従来の問題点を解決するためにな
され、前記滞水層の減圧を自動的に行えるようにした減
圧調整可能な揚水井戸を提供することを技術的課題とし
たものである。
The present invention was made in order to solve these conventional problems, and its technical object is to provide a pumping well that can automatically reduce the pressure of the aqueous layer and can adjust the pressure reduction. be.

[課題を解決するための手段] この技術的課題を解決するための手段として、本発明は
、内部に隔壁を設けて上室と下室に分けた井戸本体を、
その下端が上下の不透水層間に溜った滞水層に位置する
ようにして地中に立て込み、前記隔壁には長さ調節可能
なパイプを上向きに立設して前記上室と下室を連通させ
、かつ前記上室内の下部に排水ポンプを設けたことを要
旨とするものである。
[Means for Solving the Problem] As a means for solving this technical problem, the present invention provides a well body that is divided into an upper chamber and a lower chamber by providing a partition wall inside.
It is built into the ground so that its lower end is located in the water retention layer between the upper and lower impermeable layers, and a length-adjustable pipe is erected upward on the partition wall to connect the upper and lower chambers. The gist is that a drainage pump is provided in the lower part of the upper chamber.

[作 用コ 前記排水ポンプにより排水すると、上室内が負圧となっ
て前記下室内の滞水が前記パイプを介して上室内に流入
し、これにより前記滞水層の水圧を減圧することが出来
る。また、上室内に流入した水を排出するので、排水ポ
ンプによる排水量は従来より少量となり消費電力を減少
させることが出来る。
[Function] When the water is drained by the drainage pump, the pressure in the upper chamber becomes negative, and the stagnant water in the lower chamber flows into the upper chamber through the pipe, thereby reducing the water pressure in the water stagnant layer. I can do it. Further, since the water that has flowed into the upper chamber is discharged, the amount of water discharged by the drainage pump is smaller than that of the conventional method, and power consumption can be reduced.

[実施例] 以下、本発明の実施例を添付図面により詳説する。[Example] Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

第1図において、1は金属で円筒状に形成された井戸本
体であり、その内部の下方に近い部分に隔壁2が設けら
れて上室1aと下室1bに分けられ、その隔壁2には長
さ調節可能なパイプ3が上向きに取り付けられ、前記上
室1aと下室1bとが連通されている。前記井戸本体1
は建設現場等の地面■0の中に立て込まれ、その下端部
は地中の上部不透水層11を貫通して下部難透水層12
に臨む位置、即ち滞水層13内に位置するようにしであ
る。この時、前記上部不透水層11の孔と井戸本体1と
の間には、グラウト14が充填されて止水される。前記
パイプ3は例えば第2図(イ)に示すように、前記隔壁
2に固定した下部パイプ31に上部パイプ32を嵌合し
、この上部パイプ32を移動させてパイプ3の全長を調
節出来るように構成し、或は同図(0)のように下部パ
イプ33と上部パイプ34とをネジ嵌合方式となし、長
さの異なる上部パイプを着脱することによりパイプ3の
全長を調節出来るように構成することが出来る。
In FIG. 1, reference numeral 1 denotes a well body made of metal and formed into a cylindrical shape, and a partition wall 2 is provided near the bottom of the well body to divide it into an upper chamber 1a and a lower chamber 1b. A length-adjustable pipe 3 is attached upward, and the upper chamber 1a and the lower chamber 1b are communicated with each other. The well body 1
is built into the ground at a construction site etc., and its lower end penetrates the upper impermeable layer 11 underground and forms the lower impermeable layer 12.
In other words, it is located in the water retaining layer 13. At this time, grout 14 is filled between the holes in the upper impermeable layer 11 and the well body 1 to shut off water. For example, as shown in FIG. 2(A), the pipe 3 is constructed by fitting an upper pipe 32 into a lower pipe 31 fixed to the partition wall 2, so that the entire length of the pipe 3 can be adjusted by moving the upper pipe 32. Alternatively, as shown in Figure (0), the lower pipe 33 and the upper pipe 34 are screwed together so that the total length of the pipe 3 can be adjusted by attaching and detaching upper pipes of different lengths. It can be configured.

前記上室1aと下室1bの内部の下方にはフィルター5
と6がそれぞれ装備され、また前記排水パイプ4は接続
管7を介して地表に設置されたバルブ8と連結されてい
る。9は前記バルブ8に接続された排水管である。尚、
15は山止め用の止水壁であり、1Bは井戸本体1の上
端に被せた蓋材である。
A filter 5 is provided below inside the upper chamber 1a and the lower chamber 1b.
and 6, respectively, and the drain pipe 4 is connected via a connecting pipe 7 to a valve 8 installed on the ground surface. 9 is a drain pipe connected to the valve 8. still,
Reference numeral 15 is a water-stop wall for stopping the well, and reference numeral 1B is a cover material placed over the upper end of the well body 1.

本発明に係る揚水井戸は上記のように構成され、前記排
水ポンプ4を駆動して井戸本体1の上室1aに溜った水
を汲み上げ、前記排水管9から外部に排水することが出
来る。前記山止め用の止水壁15で囲まれた部分を掘削
し、その上被りによる圧力Wが前記滞水層13の水圧P
より小さく (W<P)なった場合には、滞水層13の
水圧Pを減圧する必要があるが、前記のように排水ポン
プ4の排水により上室1a内の水圧が低くなると、前記
下室1b内の滞水が前記パイプ3を介して王室1a内に
流入するので、前記滞水層13の水圧Pを自動的に減圧
することが出来る。この減圧分ΔPが、滞水層13の水
圧Pと前記上被りの圧力Wとの差(ΔP = P−W)
となるように設定すれば、滞水層13の水圧は(P−Δ
P)を保ち、この水圧より高くなると前記のように上室
1a内に流入し、この流入した分を前記排水ポンプ4で
排水すれば良いことになる。従って、滞水層重3の降下
水位は小さくなると共に、排水ポンプによる排水量は従
来に比べると激減し、消費電力を減少させることが出来
る。
The water pumping well according to the present invention is configured as described above, and the water accumulated in the upper chamber 1a of the well body 1 can be pumped up by driving the drainage pump 4, and can be drained to the outside through the drainage pipe 9. The area surrounded by the water stop wall 15 for stopping the mountain is excavated, and the pressure W caused by overburdening is the water pressure P of the water retaining layer 13.
If the water pressure P in the water retention layer 13 becomes smaller (W<P), it is necessary to reduce the water pressure P in the water retaining layer 13, but if the water pressure in the upper chamber 1a decreases due to drainage from the drainage pump 4 as described above, Since the retained water in the chamber 1b flows into the royal palace 1a through the pipe 3, the water pressure P in the retained water layer 13 can be automatically reduced. This reduced pressure ΔP is the difference between the water pressure P of the water retaining layer 13 and the pressure W of the overlay (ΔP = P−W)
If it is set so that the water pressure in the water retaining layer 13 is
P), and when the water pressure becomes higher than this water pressure, it flows into the upper chamber 1a as described above, and the amount that flows in is drained by the drainage pump 4. Therefore, the falling water level of the aqueous layer 3 becomes smaller, and the amount of water discharged by the drainage pump is drastically reduced compared to the conventional method, thereby making it possible to reduce power consumption.

尚、前記パイプ3はその長さを調整して被圧を目標に近
付けることが出来、パイプ径は滞水層13の水量によっ
て設定すると良い。
The length of the pipe 3 can be adjusted to bring the pressure closer to the target, and the diameter of the pipe is preferably set according to the amount of water in the water retaining layer 13.

[発明の効果コ 以上説明したように、本発明によれば、内部に隔壁を設
けて上室と下室に分けた井戸本体を、その下端が上下の
不透水層間に溜った滞水層に位置するようにして地中に
立て込み、前記隔壁には長さ調節可能なパイプを上向き
に立設して前記上室と下室を連通させ、かつ前記上室内
の下部に排水ポンプを設けたので、前記排水ポンプの排
水により上室内が負圧になると、前記下室内の滞水が前
記パイプを介して上室内に流入し、これにより前記滞水
層の水圧を自動的に減圧調整することが出来る。また、
排水ポンプは上室内に流入した水を排水するので、その
排水量は従来より少量となり消費電力を減少させる効果
を奏する。
[Effects of the Invention] As explained above, according to the present invention, a well main body, which is divided into an upper chamber and a lower chamber by providing a partition wall inside, has its lower end connected to the water retention layer accumulated between the upper and lower impermeable layers. A pipe with an adjustable length is erected upward on the partition wall to communicate the upper chamber and the lower chamber, and a drainage pump is provided at the lower part of the upper chamber. Therefore, when the upper chamber becomes negative pressure due to drainage from the drainage pump, the retained water in the lower chamber flows into the upper chamber through the pipe, thereby automatically reducing and adjusting the water pressure in the water retaining layer. I can do it. Also,
Since the drain pump drains the water that has flowed into the upper chamber, the amount of water drained is smaller than before, which has the effect of reducing power consumption.

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

第1図は本発明の詳細な説明するための概略断面図、第
2図(()、(0)は井戸本体内に設けるパイプの例を
それぞれ示す斜視図である。 1・・・井戸本体     1a・・・上室1b・・・
下室      2・・・隔壁3・・・パイプ    
  4・・・排水ポンプ5.6・・・フィルター  7
・・・接続管8・・・バルブ      9・・・排水
管lO・・・地面       11・・・上部不透水
層12・・・下部難透水層   13−滞水層14・・
・グラウト15・・・山止め用止水壁!B・・・蓋材 C
Fig. 1 is a schematic sectional view for explaining the present invention in detail, and Fig. 2 (() and (0) are perspective views showing examples of pipes provided in the well body. 1... Well body 1a...Upper chamber 1b...
Lower chamber 2...Partition wall 3...Pipe
4...Drain pump 5.6...Filter 7
... Connection pipe 8 ... Valve 9 ... Drain pipe lO ... Ground 11 ... Upper impermeable layer 12 ... Lower impermeable layer 13 - Water retention layer 14 ...
・Grout 15...Water stop wall for mountain stop! B...Lid material C

Claims (1)

【特許請求の範囲】[Claims] 内部に隔壁を設けて上室と下室に分けた井戸本体を、そ
の下端が上下の不透水層間に溜った滞水層に位置するよ
うにして地中に立て込み、前記隔壁には長さ調節可能な
パイプを上向きに立設して前記上室と下室を連通させ、
かつ前記上室内の下部に排水ポンプを設けたことを特徴
とする減圧調整可能な揚水井戸。
The main body of the well is divided into an upper chamber and a lower chamber by a partition wall inside, and is built into the ground so that its lower end is located in the water retention layer between the upper and lower impermeable layers. An adjustable pipe is erected upward to communicate the upper chamber and the lower chamber,
A pumping well capable of adjusting pressure reduction, further comprising a drainage pump provided at a lower part of the upper chamber.
JP33311889A 1989-12-22 1989-12-22 Pumping well with adjustable decompression Expired - Lifetime JPH063021B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33311889A JPH063021B2 (en) 1989-12-22 1989-12-22 Pumping well with adjustable decompression

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33311889A JPH063021B2 (en) 1989-12-22 1989-12-22 Pumping well with adjustable decompression

Publications (2)

Publication Number Publication Date
JPH03194023A true JPH03194023A (en) 1991-08-23
JPH063021B2 JPH063021B2 (en) 1994-01-12

Family

ID=18262492

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33311889A Expired - Lifetime JPH063021B2 (en) 1989-12-22 1989-12-22 Pumping well with adjustable decompression

Country Status (1)

Country Link
JP (1) JPH063021B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105926682A (en) * 2016-05-13 2016-09-07 广西建工集团第二安装建设有限公司 Basement baseplate post-cast strip construction method with pressure bearing water and higher water pressure
WO2018214143A1 (en) * 2017-05-26 2018-11-29 南通八建集团有限公司 Construction method for plugging dewatering well having penetrating bottom plate in foundation pit
CN109869116A (en) * 2019-03-07 2019-06-11 东北大学 A kind of plugging dewatering well structure and its construction method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106498962B (en) * 2016-11-28 2019-01-11 中国神华能源股份有限公司 Shallow underground water collecting and drainage system and construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105926682A (en) * 2016-05-13 2016-09-07 广西建工集团第二安装建设有限公司 Basement baseplate post-cast strip construction method with pressure bearing water and higher water pressure
WO2018214143A1 (en) * 2017-05-26 2018-11-29 南通八建集团有限公司 Construction method for plugging dewatering well having penetrating bottom plate in foundation pit
CN109869116A (en) * 2019-03-07 2019-06-11 东北大学 A kind of plugging dewatering well structure and its construction method

Also Published As

Publication number Publication date
JPH063021B2 (en) 1994-01-12

Similar Documents

Publication Publication Date Title
US6382237B1 (en) Wide area water collection type underground water tank
JPH03194023A (en) Pumping well capable of adjusting pressure reduction
KR200430843Y1 (en) The vacuum pumping discharging water device from soft ground
JP3008322B2 (en) Well stratified pumping and injection system
US4309154A (en) Pumps operated by the rise and fall of water
JPS63293224A (en) Groundwater draining work
JP2009235876A (en) Rainwater storage structure having ground permeation function
KR100392599B1 (en) Siphon dewatering system of underground gushing water and the pumping out method using of it
CN210947085U (en) Basement with drainage structure
JP3777085B2 (en) Construction method of underground storage structure and underground storage structure
CN210530427U (en) Main power house layout structure of thermal power plant
CN207048004U (en) A kind of coarse rack open caisson for sewage disposal system
KR100945595B1 (en) Under ground water drainage apparatus
CN211898482U (en) Automatic drainage device of foundation slab sump pit
CN210421104U (en) Water collecting device for ultra-deep foundation pit
RU2011742C1 (en) Land-reclaiming system
CN220847613U (en) Precipitation structure of foundation pit for river-like construction
JPS61204413A (en) Draining work of groundwater
RU12578U1 (en) MELORIATIVE SYSTEM (OPTIONS)
SU1073383A1 (en) Mine water-pumping installation
JPH04128B2 (en)
JPS61211416A (en) Reduction well construction method
KR200271631Y1 (en) pipe of supplying underground water
KR200411497Y1 (en) Plumbing for Draining Underground Water and Controlled De-watering System
JPS61211415A (en) Reduction well construction method