JPH04128413A - Well point rod - Google Patents

Well point rod

Info

Publication number
JPH04128413A
JPH04128413A JP24726790A JP24726790A JPH04128413A JP H04128413 A JPH04128413 A JP H04128413A JP 24726790 A JP24726790 A JP 24726790A JP 24726790 A JP24726790 A JP 24726790A JP H04128413 A JPH04128413 A JP H04128413A
Authority
JP
Japan
Prior art keywords
tube
water
water collection
pressure
tip
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
JP24726790A
Other languages
Japanese (ja)
Inventor
Sumio Nakano
中野 澄男
Shigeo Kokubu
茂夫 国分
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP24726790A priority Critical patent/JPH04128413A/en
Publication of JPH04128413A publication Critical patent/JPH04128413A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To obtain a well point rod, which can be switched easily, by arranging a diaphragm body, which can be adhered and peeled with the positive and the negative pressure, inside of a pipe member, in which circumferential direction water collecting holes are provided, and providing a valve for opening and closing an injection water collecting passage freely in the tip of the pipe member. CONSTITUTION:An well point rod consists of a pipe member 1, in which circumferential direction water collecting holes 11 are provided, a diaphragm body 3 and a ball valve 23, and an injection bit 2 is installed to the pipe member 1 to form the structure that an injection water collecting passage 13 and injection ports 21 are communicated with each other. The diaphragm body 3 is made of the elastic material such as rubber, and at the time of injecting the high pressure water, the diaphragm body 3 is adhered to the inner surface of the pipe member 1 to close the water collecting holes 11, and at the time of collecting the ground-water, the film member 3 is peeled from the inside of the pipe member 1 by the negative pressure to open the water collecting holes 11. Switching of the high pressure water injection ports provided in the tip of the pipe member 1 and the ground-water collecting port can be thereby performed easily.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明はウェルポイント工法に使用するウェルポイント
ロッドに関するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a well point rod used in the well point construction method.

〈従来の技術〉 構造物基礎、地下構造物、地下埋設物などの建設におい
て、地下水面以下の掘削を必要とするとき、地下水位低
下処理として、従来からウェルポインI・工法が用いら
れている。
<Conventional technology> In the construction of structure foundations, underground structures, underground objects, etc., when excavation below the groundwater table is required, the Well Point I construction method has been used to lower the groundwater level. .

このウェルポイント工法は、地下水面下に集水管を打ち
込み、真空ポンプを用いて地下水を強制的に吸引、排水
するものである。
This well point construction method involves driving a collection pipe below the groundwater table and using a vacuum pump to forcibly suck up and drain groundwater.

〈本発明が解決しようとする問題点〉 上記のウェルポイント工法にはつ丁ルポイントロツトが
用いられ、このロッドは先端から高圧水を噴射して掘削
を行うとともに、地下水面下まで打ち込んだ後に、地下
水の集水を行う機能を有している。
<Problems to be Solved by the Present Invention> The well point construction method described above uses a two-point rod, which performs excavation by injecting high-pressure water from its tip, and after driving it below the groundwater table. , has the function of collecting groundwater.

しかし、従来のウェルポイントロッドは、ロッドの先端
の噴射口と、地下水の集水孔との開閉切換装置が吸引時
に作動し、地中に打ち込むときには噴射口と集水孔より
高圧水が流出し、先端の噴射口からの圧力が低下する問
題がある。
However, with conventional well point rods, the opening/closing device between the injection port at the tip of the rod and the underground water collection hole is activated during suction, and when the rod is driven into the ground, high-pressure water flows out from the injection port and water collection hole. , there is a problem that the pressure from the injection port at the tip decreases.

そのため、ウェルポイントロッドを打ち込む前に、ロッ
ド先端の噴射口のみを備えたロットにより高圧水を噴射
し、地中に打ち込み、予め地盤の圧密度を緩めてから行
うことになり、施工性が悪くなる。
Therefore, before driving the Wellpoint rod, high-pressure water is injected using a lot equipped with only an injection port at the tip of the rod, and it is driven into the ground to loosen the consolidation of the ground in advance, which results in poor workability. Become.

〈本発明の目的〉 本発明は上記のような問題点を解決するためになされた
もので、ロッドの先端の高圧水の噴射口と、地下水の集
水孔との開閉切換装置が簡単な構造で済むウェルポイン
トロッドを提供することを目的とする。
<Objective of the present invention> The present invention has been made to solve the above-mentioned problems, and has a structure in which the opening/closing device between the high-pressure water injection port at the tip of the rod and the underground water collection hole has a simple structure. The purpose is to provide a well point rod that can be used in a variety of ways.

〈問題点を解決するための手段〉 即ち本発明は、中空管体を、その先端部から高圧水を噴
射させながら地中に打ち込んだ後、管体基端部に連結し
た真空ポンプによって管体内に負圧を発生させ、管体内
に地下水を集水して排水するウェルポイント工法に用い
るウェルポイントロッドにおいて、前記管体先端部の高
圧水噴射路の途上に設けた、高圧水の所定の噴射圧によ
り開放されるバルブと、このバルブよりやや基端例の管
体躯体に開設した集水孔と、管体の集水孔開設部の内周
面に配置した膜体とよりなり、この膜体は、高圧水の噴
射時には管体の内周面に密着して集水孔を閉塞し、地下
水の集水時には、負圧により管体の内周面から’JHI
kシて集水孔を開放するよう構成したことを特徴とする
、ウェルポイントロッドである。
<Means for Solving the Problems> That is, the present invention involves driving a hollow tube into the ground while jetting high-pressure water from its tip, and then removing the tube by a vacuum pump connected to the base end of the tube. In the well point rod used in the well point construction method, which generates negative pressure inside the body and collects and drains groundwater in the pipe body, a predetermined flow of high pressure water is provided in the middle of the high pressure water injection path at the tip of the pipe body. It consists of a valve that is opened by injection pressure, a water collection hole opened in the pipe body slightly proximal to the valve, and a membrane placed on the inner peripheral surface of the water collection hole opening of the pipe body. When high-pressure water is injected, the membrane adheres closely to the inner circumferential surface of the pipe body to block the water collection hole, and when collecting groundwater, the membrane body closes to the inner circumferential surface of the pipe body due to negative pressure.
This is a well point rod characterized in that it is configured to open a water collection hole.

また、管体先端部の躯体に開設した集水孔と、管体の集
水孔開設部の内側に、管体内周面から間隙をおいて軸方
向に設けた隔壁と、この隔壁に開設した集水窓と、隔壁
内に軸方向にスライド自在に収納したスライド筒と、こ
のスライド筒の管体基端側に開設した集水窓と、スライ
ド筒の管体先端側に設け、高圧水の所定の噴射圧により
開放されるバルブとよりなり、地下水の集水時には、負
圧によりスライド筒が基端方向に移動し、隔壁の集水窓
とスライド筒の集水窓とが重なり、高圧水の噴射時には
、噴射圧によりスライド筒が先端方向に移動し、スライ
ド筒の周面により隔壁の集水窓が閉塞されるよう構成し
たことを特徴とする、ウェルポイントロッドである。
In addition, there is a water collection hole opened in the frame at the tip of the pipe, a partition wall provided in the axial direction with a gap from the inner circumferential surface of the pipe inside the water collection hole opening of the pipe body, and a partition wall opened in this partition wall. A water collection window, a slide tube that is slidably housed in the bulkhead in the axial direction, a water collection window opened at the proximal end of the slide tube, and a water collection window provided at the tip end of the slide tube to collect high-pressure water. The valve is opened by a predetermined injection pressure, and when collecting groundwater, the slide tube moves toward the proximal end due to negative pressure, and the water collection window on the bulkhead and the water collection window on the slide tube overlap, and high-pressure water is released. This well point rod is characterized in that, when the water is injected, the slide cylinder moves toward the distal end due to the injection pressure, and the water collection window of the partition wall is closed by the circumferential surface of the slide cylinder.

〈本発明の説明〉 以下、本発明の詳細な説明する。<Description of the present invention> The present invention will be explained in detail below.

〈イ〉ストレーナ−パイプ ストレーナ−パイプ1は、図示しない中空の幹管である
ライザパイプの先端に取り付けてあり、その躯体には集
水孔11を開設する。
<A> Strainer Pipe The strainer pipe 1 is attached to the tip of a riser pipe, which is a hollow main pipe (not shown), and a water collection hole 11 is provided in its body.

また、ス]・レーナーパイブ1の外周囲には、地下水と
一緒に吸引される砂や礫などの侵入を防止するだめのス
クリーン12を外装する。
In addition, a screen 12 is provided around the outer circumference of the Lehner pipe 1 to prevent sand, gravel, etc. that are sucked in together with groundwater from entering.

なお、ライザバイブの」1端には、地下水と空気を分離
するセパレータータンクや、真空ポンプ、あるいはヒユ
ーガルポンプ等の通常のウエルポイント工法に使用され
る装備がなされている。
Note that one end of the Riser Vibe is equipped with equipment used in normal well point construction methods, such as a separator tank to separate groundwater and air, a vacuum pump, or a Hugal pump.

〈口〉噴射ビット 噴射ビット2は、高圧水の噴射口21を開設した掘削ビ
ットである。
<Mouth> Injection bit The injection bit 2 is an excavation bit with an injection port 21 for high-pressure water.

この噴射ビット2は、ストレーナ−パイプ1の先端に装
着し、ストレーナ−パイプ1の噴射集水路13と、噴射
口21とを連通させる。
The injection bit 2 is attached to the tip of the strainer pipe 1, and communicates the injection collection channel 13 of the strainer pipe 1 with the injection port 21.

〈ハ〉バルブ 噴射集水路13と噴射口21との途上には、環状に内側
に突出する通水ゲート22を設ける。
<C> A water passage gate 22 that projects inward in an annular shape is provided between the valve injection collection channel 13 and the injection port 21.

そして、通水ゲート22の噴射口21側には、公知のボ
ールバルブ23を設け、通水ゲート22を開閉可能に構
成する。
A known ball valve 23 is provided on the injection port 21 side of the water passage gate 22 so that the water passage gate 22 can be opened and closed.

ボールバルブ23は、高圧水の所定の噴射圧により開放
されるよう構成する。
The ball valve 23 is configured to be opened by a predetermined injection pressure of high-pressure water.

例えば、バネ24ににり通水ゲーI・22側に付勢する
方法や、ボールバルブ23を木材などでフロート式に形
成する方法でもよい。
For example, a method may be used in which the spring 24 is used to bias the water passage gage I/22 side, or a method in which the ball valve 23 is formed of wood or the like in a float type.

〈二〉膜体 膜体3は、ストレーナ−パイプ]の内周面を被覆するよ
うに配置した筒状体である。
<2> Membrane body The membrane body 3 is a cylindrical body arranged so as to cover the inner peripheral surface of the strainer pipe.

この膜体3はゴム等で形成し、高圧水の噴射時にはスト
レーナ−パイプ1の内周面に密着して集水孔11を閉塞
し、地下水の集水時には、負圧によりストレーナ−パイ
プ1の内周面から剥離して集水孔11を開放するよう構
成する。
This membrane body 3 is formed of rubber or the like, and when high-pressure water is injected, it comes into close contact with the inner peripheral surface of the strainer pipe 1 to block the water collection hole 11. When collecting groundwater, the strainer pipe 1 is closed by negative pressure. It is configured to be peeled off from the inner circumferential surface to open the water collection hole 11.

〈本発明の作用〉 次に本発明の作用について説明する。<Action of the present invention> Next, the operation of the present invention will be explained.

〈イ〉高圧水の噴射 第1図に示すように、ストレーナ−パイプ1の噴射集水
路13に高圧水を送り込むと、ボールバルブ23が下方
に押し下げられて開放され、噴射口21から高圧水を地
中に噴射することができる。
<B> Injection of high-pressure water As shown in FIG. Can be injected underground.

このとき膜体3は、高圧水の圧力により、ストレーナ−
パイプ1の内周面に密着して集水孔11を閉塞している
At this time, the membrane body 3 is strained by the pressure of high pressure water.
It is in close contact with the inner circumferential surface of the pipe 1 and closes the water collection hole 11.

従って、高圧水が集水孔11から外部に逃げることがな
い。
Therefore, high-pressure water does not escape from the water collection hole 11 to the outside.

〈口〉地下水の集水 地下水の集水時には、第2図に示すように、ライザバイ
ブの上端の真空ポンプを作動させ、ストレーナ−バイブ
1内に負圧を発生させる。
<Port> Collecting groundwater When collecting groundwater, as shown in FIG. 2, the vacuum pump at the upper end of the riser vibe is operated to generate negative pressure within the strainer vibe 1.

すると、膜体3が負圧により萎み、ストレーナ−パイプ
1の内周面から剥離して集水孔】1を開放する。
Then, the membrane 3 deflates due to the negative pressure and peels off from the inner peripheral surface of the strainer pipe 1, opening the water collection hole 1.

一方、ボールバルブ23は通水ゲート22を閉塞する。On the other hand, the ball valve 23 closes the water passage gate 22.

そのため、集水孔11を介して地下水が噴射集水路13
内に集水される。
Therefore, groundwater is injected through the water collection hole 11 into the water collection channel 13.
Water is collected inside.

集水された地下水は、ライザパイプを上昇して地」二に
排水される。
The collected groundwater rises through the riser pipe and is drained into the ground.

〈その他の態様〉 」ユ記はストレーナ−パイプ1の内部に膜体3を収納し
た場合であるが、後述のスライド筒を収納することによ
っても、高圧水の噴射口と地下水の集水孔との開閉切換
を行うことができる。
〈Other aspects〉 The description in “U” shows the case where the membrane body 3 is housed inside the strainer pipe 1, but by housing the slide tube described later, it is possible to connect the high-pressure water injection port and the underground water collection hole. It is possible to switch between opening and closing.

〈イ〉隔壁 ストレーナ−パイプ1には、上記と同様に、集水孔11
が開設されており、また先端には噴射ビット2が取り付
けである。
<A> The bulkhead strainer pipe 1 has water collection holes 11 as described above.
is provided, and an injection bit 2 is attached to the tip.

このストレーナ−パイプ1の内側には、ス]・レーナー
パイプ1の内周面から間隙をおいて、軸方向に管状の隔
壁4を設ける。
Inside the strainer pipe 1, a tubular partition wall 4 is provided in the axial direction with a gap from the inner peripheral surface of the strainer pipe 1.

この隔壁4の内側は高圧水の噴射路41とし、外側は地
下水の集水路42とする。
The inside of this partition wall 4 is used as a high-pressure water injection path 41, and the outside is used as an underground water collection channel 42.

また隔壁4には、噴射路41と集水路42とを連通ずる
集水窓43を開設する。
Further, a water collection window 43 is provided in the partition wall 4 to communicate the injection path 41 and the collection channel 42.

集水路42の基端側は、閉塞部材44て閉塞する。The base end side of the water collection channel 42 is closed by a closing member 44 .

〈口〉スライド筒 スライド筒5は、隔壁4内に軸方向にスライド自在に収
納した両端開放型の筒体である。
<Opening> Slide tube The slide tube 5 is a cylindrical body that is open at both ends and is housed in the partition wall 4 so as to be slidable in the axial direction.

このスライド筒5の基端側には集水窓51を開設し、先
端側には、高圧水の所定の噴射圧により開放される公知
のボールバルブ52を収納する。
A water collection window 51 is provided at the base end of the slide tube 5, and a known ball valve 52, which is opened by a predetermined injection pressure of high-pressure water, is housed at the distal end.

このボールバルブ52は、スライド筒5の内側に環状に
突設した通水ゲート53を、開閉できるよう構成されて
いる。
The ball valve 52 is configured to open and close a water passage gate 53 which is annularly protruded inside the slide cylinder 5.

例えば、バネ54により通水ゲート53側に付勢する方
法や、ボールバルブ52を木材などでフロート式に形成
する方法が考えられる。
For example, there may be a method in which the spring 54 is used to urge the water passage gate 53 side, or a method in which the ball valve 52 is made of wood or the like in a floating manner.

また、スライド筒5の軸方向の両側には、隔壁4の内周
面にストッパ45.46を取り付け、上部ストッパ4−
6七スライド筒5の上端との間にはバネ55を介在させ
る。
Further, on both sides of the slide tube 5 in the axial direction, stoppers 45 and 46 are attached to the inner peripheral surface of the partition wall 4, and the upper stopper 4-
A spring 55 is interposed between the upper end of the slide cylinder 5 and the upper end of the slide cylinder 5.

隔壁4の集水窓43と、スライド筒5の集水窓51との
位置関係は、高圧水の噴射圧でスライド] 〕 筒5が押し下げられた場合に、集水窓51ど集水窓43
がずれるように構成し、また、地下水の集水時に、負圧
によりスライド筒5が上昇する場合に、集水窓43と集
水窓51とが重なるよう開設する。
The positional relationship between the water collection window 43 of the partition wall 4 and the water collection window 51 of the slide cylinder 5 is such that the water collection window 51 and the water collection window 43 slide when the cylinder 5 is pushed down.
The water collection window 43 and the water collection window 51 are opened so that they overlap when the slide tube 5 rises due to negative pressure when collecting groundwater.

〈ハ〉作用 以上のように構成することによって、次のような作用を
得ることがてきる。
<C> Effects By configuring as described above, the following effects can be obtained.

即ち、高圧水の噴射時には、噴射圧が通水ゲート53の
受圧面56に作用し、スライド筒5を押し下げ、同時に
ボールバルブ52を押し下げて通水ゲート53を開放す
る。
That is, when high-pressure water is injected, the injection pressure acts on the pressure receiving surface 56 of the water passage gate 53 to push down the slide tube 5, and at the same time push down the ball valve 52 to open the water passage gate 53.

これによって、噴射路4−1を介して噴射口21から高
圧水を噴射することができる。
Thereby, high-pressure water can be injected from the injection port 21 via the injection path 4-1.

このとき、スライド筒5が押し下げられるため、集水窓
51と集水窓43はずれて、集水窓43はスライド筒5
の周面で閉塞される。
At this time, since the slide tube 5 is pushed down, the water collection window 51 and the water collection window 43 are separated, and the water collection window 43 is pushed down by the slide tube 5.
It is occluded by the circumferential surface of the

従って、高圧水が集水窓43を介して集水孔1]から外
部に逃げることがない。
Therefore, high-pressure water does not escape to the outside from the water collection hole 1 through the water collection window 43.

また、地下水の集水時には、ボールバルブ52が通水ゲ
ート53を閉塞するため、負圧によりスライド筒5が上
昇する。
Further, when collecting groundwater, the ball valve 52 closes the water passage gate 53, so that the slide tube 5 rises due to negative pressure.

すると、集水窓43と集水窓51とが重なり、集水孔1
1から吸引した地下水を、集水路42を介して、集水窓
43及び51からストレーナ−パイプ1内に集水するこ
とができる。
Then, the water collection window 43 and the water collection window 51 overlap, and the water collection hole 1
1 can be collected into the strainer pipe 1 through the water collection windows 43 and 51 via the collection channel 42.

〈本発明の効果〉 本発明は以上説明したようになるので、次のような効果
を期待することができる。
<Effects of the Present Invention> Since the present invention has been described above, the following effects can be expected.

〈イ〉高圧水を噴射しながら地中に打ち込むときには、
集水孔が閉塞される。
<A> When driving into the ground while spraying high-pressure water,
Water collection holes are blocked.

そのため、高圧水は噴射口のみから噴射される。Therefore, high-pressure water is injected only from the injection port.

従って、高圧水が噴射口から全量噴射され、打ち込み効
率が高くなる。
Therefore, the entire amount of high-pressure water is injected from the injection port, increasing the driving efficiency.

〈口〉膜体を用いた場合は、高圧水の噴射時にはストレ
ーナ−パイプの内周面に密着して集水孔を閉塞し、地下
水の集水時には、負圧によりス]・レー→−−パイプの
内周面から剥離して集水孔を開放するよう構成するこ七
ができる。
If a membrane body is used, when high-pressure water is injected, it adheres closely to the inner circumferential surface of the strainer pipe and blocks the water collection hole, and when collecting groundwater, the negative pressure causes the strainer →−− A hole is formed that is peeled off from the inner peripheral surface of the pipe to open the water collection hole.

また、スライド筒を用いた場合は、地下水の集水時には
、負圧により隔壁の集水窓とスライド筒の集水窓とが重
なり、高圧水の噴射時には、スライド筒の周面により隔
壁の集水窓が閉塞されることになる。
In addition, when using a slide tube, when collecting underground water, the water collection window of the bulkhead and the water collection window of the slide tube overlap due to negative pressure, and when high-pressure water is injected, the circumference of the slide tube collects the water on the bulkhead. The water window will be blocked.

従って、簡単な構造により、ストレーナ−パイプの先端
の高圧水の噴射口と、地下水の集水孔との切換装置を構
成することができ、経済的である。
Therefore, the switching device between the high-pressure water injection port at the tip of the strainer pipe and the underground water collection hole can be configured with a simple structure, which is economical.

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

第1図:膜体を有するロッドの高圧水の噴射状態を示す
説明図。 第2図:膜体を有するロッドの地下水の集水状態を示す
説明図。 第3図ニスライド筒を有するロッドの高圧水の噴射状態
を示す説明図。 スライド筒を有するロッドの地下水の集水状態を示す説
明図。 第4図
FIG. 1: An explanatory diagram showing the state of high-pressure water jetting from a rod having a membrane body. FIG. 2: An explanatory diagram showing the groundwater collection state of a rod having a membrane body. FIG. 3 is an explanatory diagram showing the state of high-pressure water jetting from a rod having a varnished slide cylinder. An explanatory diagram showing a groundwater collection state of a rod having a slide tube. Figure 4

Claims (2)

【特許請求の範囲】[Claims] (1)中空管体を、その先端部から高圧水を噴射させな
がら地中に打ち込んだ後、管体基端部に連結した真空ポ
ンプによって管体内に負圧を発生させ、管体内に地下水
を集水して排水するウェルポイント工法に用いるウェル
ポイントロッドにおいて、 前記管体先端部の高圧水噴射路の途上に設けた、高圧水
の所定の噴射圧により開放されるバルブと、 このバルブよりやや基端側の管体躯体に開設した集水孔
と、 管体の集水孔開設部の内周面に配置した膜体とよりなり
、 この膜体は、高圧水の噴射時には管体の内周面に密着し
て集水孔を閉塞し、 地下水の集水時には、負圧により管体の内周面から剥離
して集水孔を開放するよう構成したことを特徴とする、 ウェルポイントロッド。
(1) After driving a hollow tube into the ground while injecting high-pressure water from its tip, a vacuum pump connected to the base end of the tube generates negative pressure inside the tube, causing underground water to flow inside the tube. In the well point rod used in the well point construction method to collect and drain water, a valve is provided in the middle of the high pressure water injection path at the tip of the pipe body and is opened by a predetermined injection pressure of high pressure water; It consists of a water collection hole opened in the tube body slightly on the proximal end side, and a membrane body placed on the inner peripheral surface of the water collection hole opening of the tube body, and this membrane body protects the tube body when high-pressure water is injected. A well point is characterized by a structure in which it adheres closely to the inner circumferential surface of the pipe body to block the water collection hole, and when collecting groundwater, it peels off from the inner circumferential surface of the pipe body due to negative pressure and opens the water collection hole. rod.
(2)中空管体を、その先端部から高圧水を噴射させな
がら地中に打ち込んだ後、管体基端部に連結した真空ポ
ンプによって管体内に負圧を発生させ、管体内に地下水
を集水して排水するウェルポイント工法に用いるウェル
ポイントロッドにおいて、 前記管体先端部の躯体に開設した集水孔と、管体の集水
孔開設部の内側に、管体内周面から間隙をおいて軸方向
に設けた隔壁と、 この隔壁に開設した集水窓と、 隔壁内に軸方向にスライド自在に収納したスライド筒と
、 このスライド筒の管体基端側に開設した集水窓と、 スライド筒の管体先端側に設け、高圧水の所定の噴射圧
により開放されるバルブとよりなり、地下水の集水時に
は、負圧によりスライド筒が基端方向に移動し、隔壁の
集水窓とスライド筒の集水窓とが重なり、 高圧水の噴射時には、噴射圧によりスライド筒が先端方
向に移動し、スライド筒の周面により隔壁の集水窓が閉
塞されるよう構成したことを特徴とする、 ウェルポイントロッド。
(2) After driving the hollow tube into the ground while injecting high-pressure water from its tip, a vacuum pump connected to the base end of the tube generates negative pressure inside the tube, causing underground water to flow inside the tube. In the well point rod used in the well point construction method to collect and drain water, a gap is formed from the inner circumferential surface of the tube between the water collection hole opened in the body at the tip of the tube and the inside of the opening of the water collection hole of the tube. A bulkhead installed in the axial direction at a distance, a water collection window opened in this bulkhead, a slide tube housed in the bulkhead so as to be slidable in the axial direction, and a water collection hole opened at the proximal end of the tube body of this slide tube. It consists of a window and a valve that is installed on the tip side of the tube body of the slide tube and is opened by a predetermined injection pressure of high-pressure water.When collecting groundwater, the slide tube moves toward the proximal end due to negative pressure, and the partition wall is The water collection window and the water collection window of the slide tube overlap, and when high-pressure water is injected, the slide tube moves toward the tip due to the injection pressure, and the water collection window of the bulkhead is closed by the circumferential surface of the slide tube. A well point rod characterized by:
JP24726790A 1990-09-19 1990-09-19 Well point rod Pending JPH04128413A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24726790A JPH04128413A (en) 1990-09-19 1990-09-19 Well point rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24726790A JPH04128413A (en) 1990-09-19 1990-09-19 Well point rod

Publications (1)

Publication Number Publication Date
JPH04128413A true JPH04128413A (en) 1992-04-28

Family

ID=17160934

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24726790A Pending JPH04128413A (en) 1990-09-19 1990-09-19 Well point rod

Country Status (1)

Country Link
JP (1) JPH04128413A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012020838A (en) * 2010-07-14 2012-02-02 Kumagai Gumi Co Ltd Aggregate storage device, and method of reducing surface water of aggregate in the aggregate storage device
JP2016006272A (en) * 2014-05-30 2016-01-14 株式会社日さく Switching device of pumping and water-filling in normal well

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012020838A (en) * 2010-07-14 2012-02-02 Kumagai Gumi Co Ltd Aggregate storage device, and method of reducing surface water of aggregate in the aggregate storage device
JP2016006272A (en) * 2014-05-30 2016-01-14 株式会社日さく Switching device of pumping and water-filling in normal well

Similar Documents

Publication Publication Date Title
CN108755874A (en) Sewage removal device inside a kind of curved pipeline of floor drain dredging
CN105442524B (en) Soft foundation processing device and construction method
JPH04128413A (en) Well point rod
JPH07225178A (en) Water sampler
JP2546721B2 (en) Opening and closing power extraction structure of vacuum valve for vacuum type waste water collection device
JP2000080884A (en) Soil and underground water simultaneous sampling device
JPH06193101A (en) Method and apparatus for sampling ground water
CN210375805U (en) Garbage penetrating fluid sampling device for urban environment engineering
CN113417305A (en) Waterproof drainage device of hydraulic engineering construction
KR100684368B1 (en) The extraction for a soil pollution test and restore and a separation system of that
CN112178232A (en) Vacuum blowoff valve
JP3623037B2 (en) Water extraction apparatus and method
GB2018552A (en) Method and system for draining soil water
JP2021060404A (en) Sample collecting device
CN206196400U (en) Double water planting roof
JP2772506B2 (en) Ground improvement body preparation device and construction method
FR2371588A1 (en) Hand pump for unblocking drains - contains head of water for applying pressure to blockage, using pumping action
CN215023631U (en) Washing fluid collecting bag convenient to operate
JPH11100835A (en) Sampler
CN217325684U (en) Automatic dirt collecting tank of medical vacuum system
KR102306338B1 (en) A method to excavation and expand underground tunnel for a catchment of a bedrock aquifer and an apparatus to expand underground tunnel for a catchment of a bedrock aquifer
KR200176973Y1 (en) Pump
CN218580784U (en) High-efficient municipal drainage device
CN213392245U (en) Device for taking gas from gas extraction pipeline
CN210683257U (en) Oil field sewage treatment equipment adopting physical sealing method