JPS5955920A - Construction of water collection well - Google Patents

Construction of water collection well

Info

Publication number
JPS5955920A
JPS5955920A JP16576182A JP16576182A JPS5955920A JP S5955920 A JPS5955920 A JP S5955920A JP 16576182 A JP16576182 A JP 16576182A JP 16576182 A JP16576182 A JP 16576182A JP S5955920 A JPS5955920 A JP S5955920A
Authority
JP
Japan
Prior art keywords
sponge
liner plates
assembled
water collection
wall face
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
JP16576182A
Other languages
Japanese (ja)
Inventor
Hiromitsu Utsunomiya
宇津宮 博充
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 JP16576182A priority Critical patent/JPS5955920A/en
Publication of JPS5955920A publication Critical patent/JPS5955920A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits

Abstract

PURPOSE:To prevent the collapse of the wall of excavated pit by a method in which sponge is attached to whole peripheral surface of each of liner plates, and the liner plates are assembled. CONSTITUTION:After the ending of excavation for one liner plate section, liner plates whose periphries are bonded with a sponge of a thicknss larger than an extra-excavation width are assembled. These operations are repeated. Since the thickness of the sponge is larger than the extra-excavation width, it follows that the sponges come to press the wall face along the undulatory surface shrunk between the liner plates assembled while pushing toward the outside slightly and the wall face of the excavated pit, thereby preventing the collapse of the wall face. Since the sponges have a high water permeability, no trouble occurs with the permeation of water.

Description

【発明の詳細な説明】 かけ崩れや地上り箇所に建設される集水井の築造方法に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a water collection well constructed at a collapsed site or above ground.

一般に集水井は掘削・ライナープレート組立の繰返し作
業により築造される。しかしながら掘削壁面とライナー
プレー1・との間、所謂余堀り部分への埋戻しが行なわ
れていない。埋戻しは要求されていな上半からも技術的
に困難なためにされていないのが現状である。
Generally, water collection wells are constructed by repeated drilling and liner plate assembly. However, the so-called over-excavation area between the excavated wall surface and the liner play 1 is not backfilled. Currently, backfilling is not performed in the upper half of the area where it is not required because it is technically difficult.

埋戻しが行なわれないために掘削壁面が崩れ、崩れた土
砂がライナープレート尻より作業中の弁内に這入り、作
業の進行を妨げることがしばNo、 2 しば起る。時には施工中に集水井口元周辺の地盤が陥没
して集水井が傾くことさえある。
Because backfilling is not carried out, the excavated wall collapses, and the collapsed earth and sand creeps into the valve being worked on from the bottom of the liner plate, hindering the progress of the work. Sometimes, during construction, the ground around the base of the water collection well may cave in and cause the water collection well to tilt.

本発明の目的は従来の集水井築造方法におけるこれらの
欠点を除くことにある。
The object of the present invention is to eliminate these drawbacks of conventional drainage well construction methods.

それを詳細に説明すればライナープレート1枚1枚の外
周全面に余掘り巾より厚いスポンジを貼り付ける。そし
てそれを組立ることによって埋戻しをした状態となし、
掘削壁面を保護するようにした集水井の築造方法で、ラ
イナ−プレート1セクシヨン分の掘削が終了した後、余
掘り巾より厚いスポンジを、それぞれの外周面に貼り付
けたライナープレートを組立る。この場合、余掘り+1
1よりスポンジが厚いのでライナープレートは幾分外側
に押して組立る。するとスポンジは自在に収縮し、掘削
壁面の凹凸に添ってその掘削壁面を押えることになる。
To explain this in detail, a sponge thicker than the extra digging width is pasted on the entire outer periphery of each liner plate. Then, by assembling it, it becomes a backfilled state,
In this method of constructing a water collection well to protect the excavated wall surface, after the excavation for one section of the liner plate is completed, the liner plate is assembled by pasting a sponge thicker than the extra excavation width on the outer peripheral surface of each liner plate. In this case, extra digging +1
Since the sponge is thicker than 1, press the liner plate slightly outward to assemble. The sponge then contracts freely and presses against the excavated wall along the unevenness of the excavated wall.

以下掘削・スポンジを貼り付けたライナープレート組立
の作業を繰返すことによって予定深度の集水井を築造す
る。
By repeating the following steps of drilling and assembling the liner plate with the sponge attached, a water collection well of the planned depth is constructed.

このようにして集水井が築造されるので、そのNo、 
3 余掘り部分にスポンジが充填されるとともに、掘削壁面
がスポンジにより押しつけられるので、掘削壁面が崩れ
ることはない。
Since the water collection well is constructed in this way, the No.
3. The excess excavation area is filled with sponge and the excavated wall surface is pressed by the sponge, so the excavated wall surface does not collapse.

更にはライナープレートに貼り付けたスポンジはライナ
ープレートに開けられた集水孔より土砂の吸出し防止に
も役立つ。
Furthermore, the sponge attached to the liner plate also helps prevent soil from being sucked out through the water collection holes drilled in the liner plate.

なおスポンジは透水性が高いため水が通るのには何ら支
障はなく、真水弁内へ水の浸入を妨げるものではない。
Note that the sponge has high water permeability, so there is no problem with water passing through it, and it does not prevent water from entering the fresh water valve.

特許出願人  宇津宮 博 充Patent applicant Hiroshi Utsunomiya

Claims (1)

【特許請求の範囲】[Claims] ライナープレート1枚1枚の外周全面に、スポンジを貼
り付け、それを組立ることによって集水井を築造する方
法。
A method of constructing a water collection well by attaching sponge to the entire outer periphery of each liner plate and assembling them.
JP16576182A 1982-09-22 1982-09-22 Construction of water collection well Pending JPS5955920A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16576182A JPS5955920A (en) 1982-09-22 1982-09-22 Construction of water collection well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16576182A JPS5955920A (en) 1982-09-22 1982-09-22 Construction of water collection well

Publications (1)

Publication Number Publication Date
JPS5955920A true JPS5955920A (en) 1984-03-31

Family

ID=15818538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16576182A Pending JPS5955920A (en) 1982-09-22 1982-09-22 Construction of water collection well

Country Status (1)

Country Link
JP (1) JPS5955920A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8136703B2 (en) 2006-04-21 2012-03-20 Toko Yakuhin Kogyo Kabushiki Kaisha Fluid container and airless fluid dispensing system
US8771711B2 (en) 2006-04-21 2014-07-08 Toko Yakuhin Kogyo Kabushiki Kaisha Sprayable gel-type skin/mucosa-adhesive preparation and administration system using the preparation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8136703B2 (en) 2006-04-21 2012-03-20 Toko Yakuhin Kogyo Kabushiki Kaisha Fluid container and airless fluid dispensing system
US8771711B2 (en) 2006-04-21 2014-07-08 Toko Yakuhin Kogyo Kabushiki Kaisha Sprayable gel-type skin/mucosa-adhesive preparation and administration system using the preparation

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