JPH04343907A - Impermeable waterproof sheet constructing method - Google Patents

Impermeable waterproof sheet constructing method

Info

Publication number
JPH04343907A
JPH04343907A JP14520391A JP14520391A JPH04343907A JP H04343907 A JPH04343907 A JP H04343907A JP 14520391 A JP14520391 A JP 14520391A JP 14520391 A JP14520391 A JP 14520391A JP H04343907 A JPH04343907 A JP H04343907A
Authority
JP
Japan
Prior art keywords
water
sheets
sheet
impermeable
waterproof sheet
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
JP14520391A
Other languages
Japanese (ja)
Inventor
Genzo Nakamura
元三 中村
Kaneo Ichinohe
一戸 金雄
Hiroshi Murakami
博 村上
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.)
HOUJIYUN YOKO KK
Original Assignee
HOUJIYUN YOKO KK
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 HOUJIYUN YOKO KK filed Critical HOUJIYUN YOKO KK
Priority to JP14520391A priority Critical patent/JPH04343907A/en
Publication of JPH04343907A publication Critical patent/JPH04343907A/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 easily prevent water leakage without so much labor by piling the peripheral section of each sheet and by providing a layer made of water swelling object between the sections at which the peripheral sheets are piled in spreading several impermeable sheets. CONSTITUTION:The soil of the ground scheduled to become an artificial pond, brook or the like is removed, and impermeable waterproof sheets made of rubber or polyvinyl chloride are spread piled to generally about 3 through 20cm, desirably about 1Ocm. In the next step, a formed object comprising grain- like bentonites adhered to both sides of non-woven cloth used as a core material is cut off to proper size. These formed objects are inserted in the joint sections of each sheet so as to hold the joint sections to form a layer made of water swelling object. After forming this layer, the sheets are temporarily fixed by stables and nails, and impermeable structure is constructed by putting soil of about 30 through 50cm in thickness on these sheets.

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、人工池、小川等の水の
地中への浸透、及び建築構造物等の地下室部への漏水を
防止するための不透水性防水シートの施工法に関する。
[Field of Industrial Application] The present invention relates to a method of constructing an impervious waterproof sheet to prevent water from seeping into the ground from artificial ponds, streams, etc., and from leaking into basements of building structures, etc. .

【0002】0002

【従来の技術】公園、庭園、ゴルフ場等の人工池や小川
では、水の地中への浸透を防ぐため、岸辺や底をコンク
リート製とすることが多いが、コンクリート製の池や小
川は自然の景観をそこね、周囲の景色との調和が失われ
るばかりかヒビわれが生ずるという欠点がある。このた
め最近では、コンクリートを使わずに自然に近い人工池
、小川等を造成することが多くなってきている。この場
合、水の地中への浸透を防止するため、池や小川の造成
時に、地下に不透水性防水シートを敷設し、その上に覆
土、盛土を行っている。しかし単に不透水性シートを敷
設しただけでは、シートの継ぎ目から水が漏れ、充分な
防水効果が得られない。このため給水量が減少すると、
池や小川の水が枯れてしまうという欠点がある。また建
築物の地下室についても、コンクリートの打ち継ぎ部や
セパレーターの部分やヒビわれ部分から漏水し、室内が
濡れてしまう欠点がある。このため不透水性防水シート
で防水しても建築物は立面が多いため釘とめができない
[Prior Art] In artificial ponds and streams in parks, gardens, golf courses, etc., the banks and bottoms are often made of concrete to prevent water from penetrating into the ground. The drawback is that it not only destroys the natural landscape and loses its harmony with the surrounding scenery, but also causes cracks. For this reason, it has recently become common to create artificial ponds, streams, etc. that resemble nature without using concrete. In this case, in order to prevent water from seeping into the ground, when creating a pond or stream, an impermeable waterproof sheet is laid underground, and then covered with soil or embanked. However, simply laying down a water-impermeable sheet will cause water to leak from the seams of the sheet, making it impossible to obtain a sufficient waterproof effect. Therefore, when the water supply decreases,
The disadvantage is that the water in ponds and streams dries up. In addition, basements of buildings also have the disadvantage that water leaks from concrete joints, separators, and cracks, making the interior wet. For this reason, even if the building is waterproofed with an impermeable tarpaulin sheet, it cannot be nailed down because the building has many elevations.

【0003】そこでシートの継ぎ目を融着又は接着する
方法が試みられている。しかしシートを土表面に敷きつ
めたのち、継ぎ目を融着するためには特別な機具を必要
とする。また接着剤を用いて接着する方法は、接着剤の
塗布、シートの重ね合わせなどに人手を要し、また接着
を完全にすることは非常に困難である。そのために接着
部を2列にし、その間に空気を吹き込んだり、または逆
に真空にして空気の漏れ又は圧力変化により接着不完全
部をチェックしている状況であり、修理を要する場合に
は更に複雑となり、工期が長くなるとともに費用がかか
るという欠点がある。
[0003] Therefore, methods of fusing or gluing the seams of sheets have been attempted. However, special equipment is required to fuse the seams after the sheets are spread on the soil surface. Furthermore, the method of bonding using an adhesive requires manpower to apply the adhesive, overlap the sheets, etc., and it is very difficult to achieve perfect bonding. For this purpose, the bonded parts are arranged in two rows, and air is blown between them, or conversely, a vacuum is applied to check for incomplete adhesion by checking for air leaks or pressure changes.If repairs are required, the situation becomes even more complex. This has the drawbacks of longer construction times and higher costs.

【0004】0004

【問題を解決するための手段】本発明者らは、作業が簡
単で人手を要せず、しかも水漏れを防止できる不透水性
防水シートの施工法について研究を進めた結果、本発明
を完成した。本発明は、数枚の不透水性防水シートを敷
設するに際し、各シートの周辺部を重ね合わせ、この重
ね合わせ部のシートの間に水膨潤性物質の層を設けるこ
とを特徴とする、不透水性防水シートの施工法である。 本発明は、さらに不透水性防水シートをコンクリート等
の壁に釘で打ちつけ、その際防水シートと壁の間に水膨
潤性物質の層を設けることを特徴とする不透水性防水シ
ートの施工法である。
[Means for Solving the Problem] The present inventors completed the present invention as a result of conducting research on a construction method for an impermeable waterproof sheet that is easy to work, does not require manpower, and can prevent water leakage. did. The present invention is an impermeable waterproof sheet characterized in that, when laying several sheets of water-impermeable waterproof sheets, the peripheral portions of each sheet are overlapped, and a layer of water-swellable material is provided between the sheets in the overlapped portion. This is a method of constructing a water-permeable tarpaulin sheet. The present invention further provides a method for constructing a water-impermeable waterproof sheet, characterized in that the water-impermeable waterproof sheet is nailed to a wall such as concrete, and a layer of water-swellable material is provided between the waterproof sheet and the wall. It is.

【0005】本発明に用いられる不透水性防水シートの
材料としては、ゴム、塩化ビニル、ポリエチレン、ゴム
−ポリエチレン共重合物、特に高密度ポリエチレンが好
ましい。これらの材料は添加物例えば硫黄、可塑剤(D
OP)、カーボンブラック、色素等を含有していてもよ
い。シートの厚さは0.2〜6mm特に0.5〜3mm
程度が好ましい。
Preferred materials for the water-impermeable waterproof sheet used in the present invention are rubber, vinyl chloride, polyethylene, rubber-polyethylene copolymers, and particularly high-density polyethylene. These materials contain additives such as sulfur, plasticizers (D
OP), carbon black, pigments, etc. The thickness of the sheet is 0.2-6mm, especially 0.5-3mm
degree is preferred.

【0006】水膨潤性物質としては、膨潤性粘土例えば
モンモリロナイト,ノントロナイト,サポナイト,ヘク
トライト,バイデライト、これらの粘土を四級アンモニ
ウム等の界面活性剤で有機化した有機粘土例えば通称有
機ベントナイト、有機ヘクトライト等が用いられる。ま
た膨潤性合成ポリマーとしては例えば膨潤性ゴム,ポリ
アクリル酸塩,ポリビニルアルコール、CMC、ポリア
クリルアミド、ポリオキシエチレン等の吸水性ポリマー
を用いることもできる。流動性、粘性等の改良をするた
めに、他の添加物を混合してもよい。
Examples of water-swellable substances include swelling clays such as montmorillonite, nontronite, saponite, hectorite, and beidellite, and organic clays made by organicizing these clays with surfactants such as quaternary ammonium, such as commonly known as organic bentonite. Organic hectorite etc. are used. As the swellable synthetic polymer, water-absorbing polymers such as swellable rubber, polyacrylate, polyvinyl alcohol, CMC, polyacrylamide, and polyoxyethylene can also be used. Other additives may be mixed in to improve fluidity, viscosity, etc.

【0007】水膨潤性物質として、モンモリナイトを主
成分とするベントナイトを用いることが好ましい。ベン
トナイトは、構成成分としてSi O2 約65〜80
%、AI2 O3 約12〜16%、Fe2 O3 約
1〜4%、CaO約1〜4%、MgO約1〜3%、K2
 O約0.5〜2%、Na2 O約2〜4%を含有する
。ベントナイトの膨潤度は通常は2〜20g/g(24
hr)である。ベントナイトは水を吸水して膨潤し、自
己修復作用により、漏水箇所をふさぎ、強力な防水構造
を形成するという特徴を有している。
[0007] As the water-swellable substance, it is preferable to use bentonite whose main component is montmorinite. Bentonite contains approximately 65 to 80 SiO2 as a constituent component.
%, AI2 O3 about 12-16%, Fe2 O3 about 1-4%, CaO about 1-4%, MgO about 1-3%, K2
It contains about 0.5-2% O and about 2-4% Na2O. The swelling degree of bentonite is usually 2 to 20 g/g (24
hr). Bentonite absorbs water, swells, and has a self-repairing action that seals leaks and forms a strong waterproof structure.

【0008】本発明を実施するに際しては、人工池、小
川等の予定地の土を除去し、不透水性放水シートを施工
する。各シートの重ね合わせ部分は通常3〜20cm好
ましく〜10cmである。次いでシートの重ね合わせ部
分の各シートの間に水膨潤性物質の層を設ける。水膨潤
性物質層を形成するには、水膨潤性物質に少量の水、有
機溶剤等を加えてペースト状となし、これをシート表面
に塗布してもよいが、水膨潤性物質を平板状に成形して
用いることが好ましい。水膨潤性物質を成形するには、
織布、不織布、紙等を芯材とし、この芯材の両面に水膨
潤性物質を接着されてもよく、また水膨潤性物質に接着
剤を加えて平板状に成形してもよい。
[0008] When carrying out the present invention, the soil at a planned site for an artificial pond, stream, etc. is removed and an impermeable drainage sheet is constructed. The overlapping portion of each sheet is usually 3 to 20 cm, preferably 10 cm. A layer of water-swellable material is then provided between each sheet of the overlapping portion of the sheets. To form a water-swellable material layer, a small amount of water, an organic solvent, etc. may be added to the water-swellable material to form a paste, and this may be applied to the surface of the sheet. It is preferable to use it by molding it. To form water-swellable materials,
A woven fabric, nonwoven fabric, paper, etc. may be used as a core material, and a water-swellable substance may be adhered to both sides of the core material, or an adhesive may be added to the water-swellable substance and formed into a flat plate.

【0009】水膨潤性物質としては、粉末を用いてもよ
いが、粒径0.5〜7mm特に1〜5mmの粒状物を用
いることが好ましい。水膨潤性物質を芯材に接着させる
ためには、接着剤を有機溶剤で希釈したのち芯材に塗布
し、この上に水膨潤性物質を散布してもよく、また水膨
潤性物質を平面状とし、これに粘着剤希釈液を散布した
のち、芯材を載せて押圧してもよい。芯材を接着剤希釈
液に浸漬する工程、芯材上に水膨潤性物質をほぼ均一に
散布する工程、水膨潤性物質と芯材をローラー等により
押圧する工程及び乾燥工程を接続することにより、平板
状の成形体を連続的に製造することができる。
Although powder may be used as the water-swellable substance, it is preferable to use granules with a particle size of 0.5 to 7 mm, particularly 1 to 5 mm. In order to adhere a water-swellable substance to a core material, the adhesive may be diluted with an organic solvent and then applied to the core material, and the water-swellable substance may be sprinkled on top of the adhesive. After spraying a diluted adhesive solution thereon, the core material may be placed and pressed. By connecting the steps of immersing the core material in a diluted adhesive solution, spreading the water-swellable substance almost uniformly onto the core material, pressing the water-swellable material and the core material with a roller, etc., and the drying step. , it is possible to continuously produce flat plate shaped bodies.

【0010】また水膨潤性物質を平板状の型に入れ、こ
れに接着剤希釈液を散布したのち、押圧して成形しても
よい。平板状の成形物の両面に粘着層を設け剥離紙を貼
着しておくことが好ましい。シート間に水膨潤性物質の
層を設けたのち、ステイープル、釘等でシートを仮り止
めし、このシートの上に30〜50cmの覆土、盛土等
を行う。
Alternatively, the water-swellable material may be placed in a flat mold, a diluted adhesive solution may be sprinkled onto the mold, and then the molded material may be pressed. It is preferable to provide an adhesive layer on both sides of the flat molded product and attach a release paper to it. After a layer of water-swellable material is provided between the sheets, the sheets are temporarily secured with staples, nails, etc., and 30 to 50 cm of soil is covered, embanked, etc. on top of the sheets.

【0011】[0011]

【実施例】【Example】

試験例1 地面を縦約2m、横約1.5m、中央部の深さ約1mに
船底型に堀り、土を除去して表面を平らにした。厚さ2
mmのポリエチレンシートを1×1mに裁断し、約8c
m重なり合うように表面に敷きつめた。不織布を芯材と
し、その両面に粒状ベントナイトを接着させた成形物を
幅7cm、長さ5mに切断し、この成形物を各シートの
継ぎ目にはさみ込むように入れ、シートを重ねたのち、
ステイープルで仮り止めした。この上に約20cmの覆
土を行い、土の表面を板でたたいて平らにして人工池を
作った。この人工池の中央部に、コンクリートブロック
の付いた棒を立てて水を約80cmの深さまで注ぎ、給
水1時間後に棒の水面部に目印をつけ、翌日に水位の低
下を調べたところ、水位の低下はほとんど認められなか
った。 試験例2 6〜16メッシュのベントナイトとSBR(スチレンブ
タジエンラバー)ラテックスとを6:1で混合し、厚さ
約6mmの板状物を造り、この両面にアクリル酸ブチル
系の粘着剤を塗布し、剥離紙でカバーし、幅7cm長さ
8mの帯状の水膨潤性物質を造った。建物の地下部外側
壁に一枚目を取付けるときコンクリートと不透水性防水
シートとの間に剥離紙をとりのぞいた水膨潤性物質をは
さみ、釘で打ちつけた。次にこの防水シートの側辺部に
剥離紙をとりのぞいて貼りつけ二枚目の不透水性防水シ
ートを10cm重ねてつなぎ重ね部分を2列に釘でとめ
た。 この後、埋めもどしを行い、10日間にわたり、1日2
時間、土の上から注水した。10日目の注水後、土をと
り除き、シートを剥してコンクリート面のぬれ具合を観
察したが、コンクリート面はぬれていなかった。 試験例3 一辺が180cm、深さ90cmの木製の箱を3個つく
り、夫々の内側にゴム製防水シートを張った。第1の箱
はゴム製防水シートの継ぎ目の重なり部分を10cmと
して約10〜15cm間隔で釘でうちつけた。第2の箱
は重なり部分に水膨潤性シート(試験例2と同じもの)
をはさみ、釘でうちつけてとめた。第3の箱は第2の箱
と同じように作り、更に巾3cm厚さ2mmのアルミバ
ーで重なり部分を釘でうちつけ釘と釘との間のういてい
る部分をおさえた。次にこれら各々の箱に水道水を徐々
に注ぎ深さ65cmまで入れた。その結果第1の箱は直
ちに箱の底の部分から水がもれてきた。第2の箱は注水
初めから3時間程度で箱の底の部分がぬれてきた。第3
の箱は翌日になっても箱の底の部分は乾いていた。なお
第2の箱の部分にあるゴム製防水シートの継ぎ目部から
水がもれていると推定されたため、この部分に水膨潤性
物質の粒状物をまいたところゴム製防水シートの重なり
部分に水膨潤性物質が入ってゆき、3時間後には箱の底
の部分が乾き始めた。
Test Example 1 The ground was dug in the shape of a ship's bottom, approximately 2 m long, approximately 1.5 m wide, and approximately 1 m deep in the center, and the soil was removed to make the surface flat. thickness 2
Cut a mm polyethylene sheet into 1 x 1 m pieces, approximately 8 cm.
They were spread on the surface so that they overlapped each other. A molded product with non-woven fabric as the core material and granular bentonite adhered to both sides was cut into 7cm wide and 5m long pieces, and this molded product was inserted between the seams of each sheet, and the sheets were stacked.
I temporarily secured it with staples. This was covered with approximately 20 cm of soil, and the surface of the soil was pounded with a board to make it flat and create an artificial pond. A rod with a concrete block was placed in the center of this artificial pond, water was poured to a depth of approximately 80 cm, and one hour after water was added, a mark was placed on the water surface of the rod.The next day, the water level was checked to see if it had dropped. Almost no decrease was observed. Test Example 2 6 to 16 mesh bentonite and SBR (styrene butadiene rubber) latex were mixed at a ratio of 6:1 to form a plate with a thickness of about 6 mm, and a butyl acrylate adhesive was applied to both sides of the plate. , covered with release paper to create a strip of water-swellable material 7 cm wide and 8 m long. When attaching the first sheet to the outside wall of the basement of the building, a water-swellable material with the release paper removed was sandwiched between the concrete and the water-impermeable tarpaulin sheet, and nailed into place. Next, the release paper was removed and pasted on the sides of this waterproof sheet, and a second water-impermeable waterproof sheet was overlapped by 10 cm and the overlapped portions were fastened with nails in two rows. After this, the area was refilled and the area was buried twice a day for 10 days.
For some time, water was poured over the soil. After pouring water on the 10th day, the soil was removed, the sheet was peeled off, and the wetness of the concrete surface was observed, but the concrete surface was not wet. Test Example 3 Three wooden boxes each having a side of 180 cm and a depth of 90 cm were made, and a rubber waterproof sheet was placed inside each box. The first box was made by nailing the rubber tarpaulin sheets at intervals of about 10 to 15 cm, with an overlap of 10 cm. The second box has a water-swellable sheet in the overlapping area (same as Test Example 2)
I clipped it on and nailed it in place. The third box was made in the same way as the second box, and the overlapping part was nailed with an aluminum bar 3 cm wide and 2 mm thick to cover the gap between the nails. Next, tap water was gradually poured into each of these boxes to a depth of 65 cm. As a result, water immediately started leaking from the bottom of the first box. The bottom of the second box became wet about 3 hours after the water was first poured. Third
The bottom of the box was still dry the next day. It was assumed that water was leaking from the seam of the rubber tarpaulin sheet in the second box, so when we sprinkled granules of water-swellable material in this area, we found that water was leaking from the seam of the rubber tarpaulin sheet. The water-swellable material was introduced and after 3 hours the bottom of the box began to dry.

【0012】0012

【発明の効果】本発明方法によれば、不透水性防水シー
トの継ぎ目の融着、接着等の作業を必要としないため、
作業時間を著しく短縮することができ、しかも優れた防
水効果が得られる。
[Effects of the Invention] According to the method of the present invention, there is no need for work such as fusing or gluing the seams of the water-impermeable waterproof sheet.
Work time can be significantly shortened, and excellent waterproofing effects can be obtained.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  数枚の不透水性防水シートを敷設する
に際し、各シートの周辺部を重ね合わせ、この重ね合わ
せ部のシートの間に水膨潤性物質の層を設けることを特
徴とする、不透水性防水シートの施工法。
[Claim 1] When laying several water-impermeable waterproof sheets, the peripheral portions of each sheet are overlapped, and a layer of water-swellable material is provided between the sheets in this overlapped portion. Construction method of impermeable waterproof sheet.
【請求項2】  不透水性防水シートをコンクリート等
の壁に釘で打ちつけ、その際防水シートと壁の間に水膨
潤性物質の層を設けることを特徴とする、不透水性防水
シートの施工法。
[Claim 2] Construction of a water-impermeable waterproof sheet, characterized in that the water-impermeable waterproof sheet is nailed to a wall such as concrete, and a layer of water-swellable material is provided between the waterproof sheet and the wall. Law.
JP14520391A 1991-05-22 1991-05-22 Impermeable waterproof sheet constructing method Pending JPH04343907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14520391A JPH04343907A (en) 1991-05-22 1991-05-22 Impermeable waterproof sheet constructing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14520391A JPH04343907A (en) 1991-05-22 1991-05-22 Impermeable waterproof sheet constructing method

Publications (1)

Publication Number Publication Date
JPH04343907A true JPH04343907A (en) 1992-11-30

Family

ID=15379794

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14520391A Pending JPH04343907A (en) 1991-05-22 1991-05-22 Impermeable waterproof sheet constructing method

Country Status (1)

Country Link
JP (1) JPH04343907A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06218347A (en) * 1993-01-26 1994-08-09 Ohbayashi Corp Water shielding sheet
JPH06218345A (en) * 1993-01-22 1994-08-09 Ohbayashi Corp Water shielding sheet structure
JPH06284320A (en) * 1993-03-29 1994-10-07 Mitsubishi Electric Corp Camera with integrated video
JP2000073333A (en) * 1998-08-28 2000-03-07 Jdc Corp Granular bentonite, manufacture of granular bentonite, bentonite mixed soil material, and water impervious construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06218345A (en) * 1993-01-22 1994-08-09 Ohbayashi Corp Water shielding sheet structure
JPH06218347A (en) * 1993-01-26 1994-08-09 Ohbayashi Corp Water shielding sheet
JPH06284320A (en) * 1993-03-29 1994-10-07 Mitsubishi Electric Corp Camera with integrated video
JP2000073333A (en) * 1998-08-28 2000-03-07 Jdc Corp Granular bentonite, manufacture of granular bentonite, bentonite mixed soil material, and water impervious construction method

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