JPH0245078B2 - - Google Patents

Info

Publication number
JPH0245078B2
JPH0245078B2 JP58013410A JP1341083A JPH0245078B2 JP H0245078 B2 JPH0245078 B2 JP H0245078B2 JP 58013410 A JP58013410 A JP 58013410A JP 1341083 A JP1341083 A JP 1341083A JP H0245078 B2 JPH0245078 B2 JP H0245078B2
Authority
JP
Japan
Prior art keywords
water
waterproof
stopping
belt
waterproof belt
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.)
Expired - Lifetime
Application number
JP58013410A
Other languages
Japanese (ja)
Other versions
JPS59140993A (en
Inventor
Iwao Heii
Kaoru Nakamura
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.)
Chuo Kenzai Kogyo Kk
Original Assignee
Chuo Kenzai Kogyo 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 Chuo Kenzai Kogyo Kk filed Critical Chuo Kenzai Kogyo Kk
Priority to JP58013410A priority Critical patent/JPS59140993A/en
Publication of JPS59140993A publication Critical patent/JPS59140993A/en
Publication of JPH0245078B2 publication Critical patent/JPH0245078B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は吸水によつて緻密な防水層を形成す
ることを目的とした防水帯および当該防水帯を用
いた埋設管の接合部又は漏水部の防水を目的とし
た施工方法に関するものである。
Detailed Description of the Invention (Industrial Field of Application) This invention relates to a waterproof belt for the purpose of forming a dense waterproof layer by absorbing water, and a joint or leakage part of a buried pipe using the waterproof belt. This relates to a construction method for the purpose of waterproofing.

(従来の技術) 従来、上水又は下水を通す為の地中埋設管の接
合部などの漏水防止については、水硬性セメント
を用いた目地材料(特開昭57−144394号)や、無
収縮モルタル、樹脂モルタル、ゴムパツキング又
は不定型シール材などを介在するなど、色々工夫
されている。
(Prior art) Conventionally, to prevent water leakage at the joints of underground pipes for passing water or sewage, joint materials using hydraulic cement (Japanese Patent Application Laid-Open No. 57-144394) and non-shrinkable joint materials have been used. Various methods have been used, such as using mortar, resin mortar, rubber packing, or amorphous sealing materials.

(発明が解決しようとする課題) しかし、漏水防止の作業場所は、水湿地帯であ
つたり、地中故作業環境が悪く、前記従来の技術
のように養生を必要とするものでは硬化に時間を
要し、また確実な施工は至難である。さらに施工
後地盤沈下とか、走行車両による加圧、振動等に
より長期にわたる止水保持は極めてむつかしく、
或程度不可抗力とみられていた。前記のような状
況の為に管内へ雨水又は地下水が多量に流れ込ん
だり、又は管内から汚水が漏洩することになる。
従つて、流入の場合には流量が設計値を大幅に上
回り、処理容量との関係で多大の不合理を生じ、
流出の場合には衛生上、環境汚染上の問題点を生
じるのみならず、道路面下における土砂の流出に
よる道路陥没を生じるなど直接の危害又は災害を
生じるおそれがあつた。
(Problem to be solved by the invention) However, the work place for water leakage prevention is a wet area or has a poor underground work environment, and the conventional technology that requires curing takes a long time to harden. Moreover, reliable construction is extremely difficult. Furthermore, it is extremely difficult to maintain a water stop for a long period of time due to ground subsidence after construction, pressure from running vehicles, vibrations, etc.
It was seen as a force majeure to some extent. Due to the above situation, a large amount of rainwater or groundwater flows into the pipe, or sewage leaks from the pipe.
Therefore, in the case of inflow, the flow rate greatly exceeds the design value, causing a great deal of unreasonableness in relation to the processing capacity.
In the event of a spill, not only would this cause problems in terms of hygiene and environmental pollution, but there was also the risk of causing direct harm or disaster, such as road sinking due to the flow of earth and sand beneath the road surface.

(課題を解決するための手段) 然るにこの発明の止水用防水帯は、2枚の通水
性薄層柔軟性資材の積層間を所定間隔で弱く固着
し、並列の管状部を形成し、前記管状部に高吸水
性ゲル化物との乾操物を介装し、帯状に形成した
ことを特徴とするものである。
(Means for Solving the Problems) However, the water-stopping waterproof belt of the present invention weakly fixes two laminated water-permeable thin-layer flexible materials at a predetermined interval to form parallel tubular portions. It is characterized in that the tubular part is interposed with a dried material containing a superabsorbent gelled material and formed into a band shape.

ここで、通水性薄層柔軟性資材には、合成繊維
又は天然繊維の単独又は混用よりなる織布、又は
不織布を用いることができ、また多数の小孔を有
する合成樹脂シートを用いることもできる。ま
た、通水性薄層柔軟性資材の所定間隔の固着は弱
く行い、列えば水に弱い縫着糸、水溶性接着剤を
用い、あるいは比較的弱く熱溶着する等が考えら
れる。
Here, the water-permeable thin-layer flexible material can be a woven fabric or a non-woven fabric made of synthetic fibers or natural fibers alone or in combination, or a synthetic resin sheet having a large number of small holes can also be used. . Further, it is possible to weakly fix the water-permeable thin-layer flexible material at predetermined intervals, using water-resistant sewing thread, water-soluble adhesive, or relatively weak heat welding.

次に、高吸水ゲル性化物には、有機質ポリマ
ー、無機質の高吸水粉粒物の単独又は混合物を用
いることができる。前記有機質ポリマーを例示す
れば、ポリアクリル酸塩類、ポリビニルアルコー
ル系高吸水ゲルポリマー又はアクリルニトリル系
親水性架橋重合体を挙げることができる。
Next, as the superabsorbent gelatinized material, an organic polymer, an inorganic superabsorbent powder, or a mixture thereof can be used. Examples of the organic polymer include polyacrylates, polyvinyl alcohol superabsorbent gel polymers, and acrylonitrile hydrophilic crosslinked polymers.

また、無機質の高吸水性粉粒物を例示すれば、
ベントナイトその他の粘度質乾燥粉末又は粒状物
を挙げるこどできる。
In addition, examples of inorganic highly absorbent powders include:
Examples include bentonite and other viscous dry powders or granules.

次に、上記防水帯を用いた本願発明の止水施工
方法は、2枚の通水性薄層柔軟性資材の積層間を
所定間隔で弱く固着し、並列の管状部を形成し、
前記管状部に高吸水性ゲル化物の乾操物を介装し
て、帯状に形成した防水帯を、地中埋設管の接合
部又は漏水箇所に巻きつけ、水の滲透接触により
防水帯内に介装した高吸水性ゲル化物の膨潤ゲル
化により前記接合部又は漏水箇所の外囲に防水層
を形成することを特徴とする。
Next, the waterproof construction method of the present invention using the waterproof belt weakly fixes two layers of water-permeable thin-layer flexible material at a predetermined interval to form parallel tubular parts,
A waterproof belt formed in the form of a belt by inserting a dried product of super absorbent gel into the tubular part is wrapped around the joint or leakage point of the underground pipe, and water permeates into the waterproof belt by contact with it. It is characterized in that a waterproof layer is formed around the joint or water leakage point by swelling and gelling the superabsorbent gelled material interposed therein.

ここで、防水帯の巻きつけ方法としては、止水
性を高めるように埋設管の接合部幅より幅広く、
かつ端部に十分の重なりをもたせるのが望まし
い。
Here, the method of wrapping the waterproof belt is to wrap it wider than the joint width of the buried pipe to improve water-stopping properties.
It is also desirable to have sufficient overlap at the ends.

(作 用) すなわち、上記発明の止水用防水帯によれば、
高吸水性ゲル化物が通水性薄層柔軟性資材で保持
される。この所帯を湿地場所等に配置すれば、漏
水は通水性薄層柔軟性資材を通過し、高吸水性ゲ
ル化物に吸水される。このゲル化物は通水性薄層
柔軟性資材により引き続き保持されており、効果
的な防水層が形成される。
(Function) That is, according to the water-stop waterproof belt of the above invention,
A superabsorbent gel is held in a water-permeable thin layer of flexible material. If this household is placed in a wetland or the like, leakage water will pass through the water-permeable thin-layer flexible material and be absorbed by the highly water-absorbent gelled material. This gelation is subsequently retained by a thin layer of water permeable flexible material, forming an effective waterproof layer.

また、本願発明の埋設管の止水施工方法によれ
ば、簡易な構造からなる防水帯を容易に地中埋設
管の接合部又は漏水箇所に巻きつけることができ
る。
Further, according to the method for waterproofing underground pipes of the present invention, a waterproof belt having a simple structure can be easily wrapped around joints or leakage points of underground pipes.

埋設管の上記箇所より漏水等が生じれば、上記
漏水は防水帯の通水性薄層柔軟性資材を通過し、
高吸水性ゲル化物に吸水される。高吸水性ゲル化
物は膨潤ゲル化して、前記通水性薄層柔軟性資材
とにより、確実な防水層を形成する。
If water leaks from the above-mentioned points of the buried pipe, the leakage will pass through the water-permeable thin layer flexible material of the waterproof belt,
Water is absorbed by the super absorbent gel. The superabsorbent gel material swells and gels, forming a reliable waterproof layer with the water-permeable thin layer flexible material.

(実施例) 次にこの発明を実施例について説明する。合成
樹脂繊維よりなる二枚の帯状不織布1,1aを重
ね合せ、長手方向へ所定間隔(例えば10mm〜25mm
間隔)で縫い合わせて並列管状部2,2を形成す
る。前記管状部2,2へ夫々乾燥ベントナイト粉
末3を均一に充填し、両端縁部4,4aを縫着し
て口部を塞げば、この発明の防水帯5ができ上
る。図中6,6aは防水帯の端縁に取付けた締結
用の紐である。前記実施例においては通水性薄層
柔軟性資材として合成樹脂繊維の不織布を用いた
が、天然繊維又は合成樹脂繊維と天然繊維との混
用による織布又は和紙の如き抄紙でもよいことは
勿論であり、多数の小孔を有する合成樹脂シート
を用いることもできる。然して二枚の資材間の縫
着部(又は熱溶着、或いは接着剤による接着)は
比較的離れ易くしてあつて、高吸水性ゲル化物の
吸水膨潤時には連続防水層を形成することが好ま
しい。例えば、水に弱い縫着糸を用い、或いは水
溶性接着剤を用いて接着し、又は比較的弱く熱溶
着するなどの工夫をすることによつて一層良品質
の防水帯を得ることができる。
(Example) Next, the present invention will be described with reference to an example. Two belt-shaped nonwoven fabrics 1 and 1a made of synthetic resin fibers are overlapped and spaced at a predetermined interval (for example, 10 mm to 25 mm) in the longitudinal direction.
The parallel tubular portions 2, 2 are formed by sewing them together at intervals (intervals). The waterproof belt 5 of the present invention is completed by uniformly filling each of the tubular parts 2, 2 with dried bentonite powder 3, and sewing both end edges 4, 4a to close the opening. In the figure, 6 and 6a are fastening strings attached to the edge of the waterproof belt. In the above embodiments, a non-woven fabric made of synthetic resin fibers was used as the water-permeable thin layer flexible material, but it is of course possible to use a woven fabric made from natural fibers or a mixture of synthetic resin fibers and natural fibers, or paper such as Japanese paper. , a synthetic resin sheet having a large number of small holes can also be used. However, it is preferable that the sewn portion (or thermal welding or adhesive bonding) between the two materials be made relatively easy to separate, so that a continuous waterproof layer is formed when the superabsorbent gel absorbs water and swells. For example, a waterproof band of higher quality can be obtained by using a water-resistant sewing thread, adhering with a water-soluble adhesive, or using relatively weak heat welding.

前記実施例においては、乾燥ベントナイト粉末
を用いたけれども、要は吸水膨潤して防水層を形
成する無害物ならば使用できることになる。従つ
て、前記ベントナイト粉末の他に各種粘土質の粉
粒物、又は有機質としてポリアクリル酸塩類、ポ
リビニルアルコール系高吸水ゲルポリマー、およ
びアクリルニトリル系親水性架橋重合体などの単
独又は混合物、或いは前記無機質と有機質の混用
も考えられる。前記無機質は比較的比重が大き
く、有機質は比較的比重が小さいので、その混用
によつて防水帯の重量を調節することができると
共に、無機質の膨潤割合は3倍乃至5倍程度であ
るが、有機質は比較的膨潤割合が大きいので(例
えば10倍乃至50倍)、有機・無機の混用によつて
防水層の厚さを制御することもできる。
Although dry bentonite powder was used in the above embodiments, any harmless material that absorbs water and swells to form a waterproof layer can be used. Therefore, in addition to the above-mentioned bentonite powder, various clay powders, organic substances such as polyacrylates, polyvinyl alcohol-based superabsorbent gel polymers, and acrylonitrile-based hydrophilic crosslinked polymers may be used singly or in mixtures, or the above-mentioned Mixed use of inorganic and organic substances is also possible. The inorganic substance has a relatively high specific gravity, and the organic substance has a relatively low specific gravity, so by mixing them, the weight of the waterproof belt can be adjusted, and the swelling ratio of the inorganic substance is about 3 to 5 times, Since organic materials have a relatively large swelling ratio (for example, 10 to 50 times), the thickness of the waterproof layer can be controlled by using a mixture of organic and inorganic materials.

次にこの発明の防水帯5を使用する止水施工法
について説明する。管体7,7aを順次嵌合し、
各管体を固定る直前に、管体接合部8の下へ防水
帯5の一端を差し込み、ついで管体を固定姿勢に
設置した後、前記防水帯5を管体の外側へ巻きつ
け、紐6,6aで締結する。この場合に管体外壁
と防水帯5の内側面とは出来るだけ接着させるこ
とが好ましい。
Next, a water stop construction method using the waterproof belt 5 of the present invention will be explained. The pipe bodies 7 and 7a are fitted in sequence,
Immediately before fixing each tube, one end of the waterproof band 5 is inserted under the tube joint 8, and after the tube is placed in a fixed position, the waterproof band 5 is wrapped around the outside of the tube, and the string is tied. 6, 6a to conclude. In this case, it is preferable that the outer wall of the tube body and the inner surface of the waterproof band 5 be bonded together as much as possible.

また防水帯5は管体接合部8の外端縁部8aの
両側へ所定幅(例えば10cm以上)に亘つて巻きつ
けられていることが肝要である。前記幅は管体の
外圧による移動その他の理由によつて、防水層が
外れない程度ならばよいが、経験上、通常の程度
の地盤沈下、又は振動或いは車輌の加圧等による
管体接合部のずれを考慮すれば10cm以上を必要と
するが、著しく幅が広くなると、資材費が高騰す
るのみならず、作業性も悪くなるので、実用上20
cm乃至40cmが考えられる。然して前記幅が管体径
によつても異なることは勿論である。前記のよう
にして管体接合部を処理した後土砂9を入れて管
体を埋め込む。このようにした後、防水帯5の高
吸水性ゲル化物(例えばベントナイト粉末)に吸
水されると、前記ゲル化物は膨潤して第5図図示
のように所定厚さの防水層10を形成し、土圧と
相俟つて管体外壁に密着する。この場合に防水層
は不織布等によつて外形を規制されると共に、ゲ
ル化物の吸水による膨潤により体積を増加し(例
えば3倍以上)、防水層は管体側と、土砂側へ膨
張圧を掛けることになり、管体外壁との密着性を
一層強固にすることができる。前記施工法によれ
ば、防水帯を所定位置に巻いて施工するのみで、
爾後自動的に緊密な防水層を形成することができ
るので、施工技術の巧拙に関係なく、比較的簡単
かつ少労働で防水目的を達成することができる。
It is also important that the waterproof belt 5 is wrapped around both sides of the outer edge 8a of the tube joint 8 over a predetermined width (for example, 10 cm or more). The above width is sufficient as long as the waterproof layer does not come off due to movement of the pipe body due to external pressure or other reasons, but from experience, it has been found that the width of the pipe body joint due to normal degree of ground subsidence, vibration, pressurization of vehicles, etc. If the width is taken into consideration, a width of 10 cm or more is required, but if the width becomes significantly wider, not only will material costs rise, but workability will also deteriorate, so in practice
cm to 40cm are possible. Of course, the width also varies depending on the diameter of the tube. After treating the joint of the tube as described above, earth and sand 9 is poured in to embed the tube. After this, when water is absorbed by the highly absorbent gelled material (for example, bentonite powder) of the waterproof band 5, the gelled material swells and forms a waterproof layer 10 of a predetermined thickness as shown in FIG. , coupled with earth pressure, it adheres closely to the outer wall of the pipe. In this case, the outer shape of the waterproof layer is restricted by nonwoven fabric, etc., and the volume increases (for example, 3 times or more) due to swelling due to water absorption of the gelled material, and the waterproof layer applies expansion pressure to the pipe side and the earth and sand side. This makes it possible to further strengthen the adhesion with the outer wall of the tube. According to the above construction method, all you have to do is wrap the waterproof belt around a predetermined position.
Since a tight waterproof layer can then be automatically formed, the waterproofing purpose can be achieved relatively easily and with less labor, regardless of the skill of the construction technique.

尚、織布又は不織布等がバクテリアなどによつ
て分解老化その他拘束力がなくなつても、防水層
は永く正常に介在するので、防水目的を果すこと
ができる。
Furthermore, even if the woven fabric or nonwoven fabric deteriorates due to bacteria, aging, or otherwise loses its binding force, the waterproof layer remains in place for a long time, so that the waterproofing purpose can be achieved.

前記防水帯の実施例においては紐によつて防水
帯端を締結したが、紐は装着状態を保つ為の手段
あるから、重ね巻き込み状態のまま、又は掛止具
(例えば金属条による掛け止め)を使用しても同
様の効果を期待することができる。
In the above embodiments of the waterproof belt, the ends of the waterproof belt are fastened with a string, but since the string has a means to keep it attached, it can be left wrapped in the rolled-up state, or with a hook (for example, a hook with a metal strip). Similar effects can be expected by using .

(発明の効果) 即ちこの発明によれば、通水性薄層柔軟性を有
する二枚の帯状資材に高吸水性ゲル化物を介装し
たので、取扱い容易であつて任意かつ容易に管体
の所定部へ装着し得る効果がある。また、帯状資
材を固着して並列管状部を形成して、高吸収ゲル
化物を介装したので、ゲル化物が漏水を吸収して
膨脹した際にも固着を解いてゲル化物の体積増加
を吸収し、管体との装着状態を保つことができる
効果がある。
(Effects of the Invention) That is, according to the present invention, since the highly water-absorbent gelled material is interposed between two thin, water-permeable and flexible band-like materials, it is easy to handle and can be arbitrarily and easily attached to the pipe body. It has the effect of being able to be attached to the body. In addition, since the parallel tubular parts are formed by fixing the strip materials and interposing the highly absorbent gelled material, even when the gelled material absorbs water leakage and expands, the fixation is released and the volume increase of the gelled material is absorbed. However, it has the effect of maintaining the attached state with the tube body.

また、この発明の施工方法によれば、防水帯を
巻くのみでよいから、施工が簡単容易で、特殊の
技術を要せず、確実に所定厚さの防水層を形成し
得る効果がある。また吸水膨潤によつて防水層を
形成する為に、防水層形成時に管体壁へ加圧当接
され密着性が良好であると共に、防水層は柔軟で
あつて、管体接合部が多少変形又は振動によるず
れを生じても防水層を破壊するおそれなく、永く
防水目的を達成し得る効果がある。
Further, according to the construction method of the present invention, since it is only necessary to wrap a waterproof belt, the construction is simple and easy, and there is an effect that a waterproof layer of a predetermined thickness can be reliably formed without requiring special techniques. In addition, since the waterproof layer is formed by water absorption and swelling, the waterproof layer is pressed against the pipe wall during formation, resulting in good adhesion, and the waterproof layer is flexible, causing some deformation at the pipe joint. Or, even if displacement occurs due to vibration, there is no risk of destroying the waterproof layer, and the waterproofing purpose can be achieved for a long time.

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

第1図はこの発明の実施例の斜視図、第2図は
同じく一部拡大斜視図、第3図は同じく施工時に
おける一部斜視図、第4図は同じく断面拡大図、
第5図は同じく防水層完成時の一部縦断正面図、
第6図は同じく縦断側面図である。 1,1a……帯状不織布、2,2……管状部、
3……ベントナイト粉末、5……防水帯、7,7
a……管体、8……管体接合部。
FIG. 1 is a perspective view of an embodiment of the invention, FIG. 2 is a partially enlarged perspective view, FIG. 3 is a partially perspective view during construction, and FIG. 4 is an enlarged sectional view.
Figure 5 is also a partially longitudinal front view when the waterproof layer is completed.
FIG. 6 is a longitudinal side view as well. 1, 1a... band-shaped nonwoven fabric, 2, 2... tubular part,
3... Bentonite powder, 5... Waterproof belt, 7,7
a... Tube body, 8... Tube body joint.

Claims (1)

【特許請求の範囲】 1 2枚の通水性薄層柔軟性資材の積層間を所定
間隔で弱く固着し、並列の管状部を形成し、前記
管状部に高吸水性ゲル化物の乾操物を介装し、帯
状に形成してなる止水用防水帯。 2 通水性薄層柔軟性資材は合成繊維又は天然繊
維の単独又は混用よりなる織布、又は不織布とし
た特許請求の範囲第1項記載の止水用防水帯。 3 通水性薄層柔軟性資材は多数の小孔を有する
合成樹脂シートとした特許請求の範囲第1項記載
の止水用防水帯。 4 高吸水ゲル性化物は有機質ポリマーあるい
は/および無機質の高吸水粉粒物とした特許請求
の範囲第1項記載の止水用防水帯。 5 有機質ポリマーはポリアクリル酸塩類、ポリ
ビニルアルコール系高吸水ゲルポリマー又はアク
リルニトリル系親水性架橋重合体とした特許請求
の範囲第4項記載の止水用防水帯。 6 無機質の高吸水性粉粒物はベントナイトその
他の粘土質乾燥粉末又は粒状物とした特許請求の
範囲第4項記載の止水用防水帯。 7 2枚の通水性薄層柔軟性資材の積層間を所定
間隔で弱く固着し、並列の管状部を形成し、前記
管状部に高吸水性ゲル化物の乾操物を介装して、
帯状に形成した防水帯を、地中埋設管の接合部又
は漏水箇所に巻きつけ、水の滲透接触により前記
防水帯内に介装した高吸水性ゲル化物の膨潤ゲル
化により前記接合部又は漏水箇所の外囲に防水層
を形成することを特徴とした埋設管の止水施工方
法。 8 防水帯の巻きつけは、埋設管の接合部幅より
幅広く、かつ端部に十分の重なりをもたせること
を特徴とした特許請求の範囲第7項記載の埋設管
の止水施工方法。
[Scope of Claims] 1. Two layers of water-permeable thin-layer flexible material are weakly fixed at a predetermined interval to form parallel tubular sections, and a dried superabsorbent gel material is applied to the tubular sections. A water-stopping waterproof band formed into a band-like shape. 2. The water-stopping waterproof belt according to claim 1, wherein the water-permeable thin layer flexible material is a woven fabric or a non-woven fabric made of synthetic fibers or natural fibers alone or in combination. 3. The water-stopping waterproof belt according to claim 1, wherein the water-permeable thin-layer flexible material is a synthetic resin sheet having a large number of small holes. 4. The water-stop waterproof belt according to claim 1, wherein the super-absorbent gel material is an organic polymer or/and an inorganic super-absorbent powder. 5. The water-stopping waterproof belt according to claim 4, wherein the organic polymer is a polyacrylic acid salt, a polyvinyl alcohol-based superabsorbent gel polymer, or an acrylonitrile-based hydrophilic crosslinked polymer. 6. The waterproof band for water-stopping according to claim 4, wherein the inorganic highly water-absorbing powder or granule is bentonite or other clay dry powder or granule. 7. Two layers of water-permeable thin-layer flexible material are weakly fixed at a predetermined interval to form parallel tubular portions, and a dry superabsorbent gel material is interposed in the tubular portion,
A waterproof belt formed in a belt shape is wrapped around a joint or a water leakage point of an underground pipe, and water permeates into contact with the waterproof belt to swell and gel the superabsorbent gelled material interposed in the waterproof belt, thereby preventing the joint or water leakage. A method for waterproofing underground pipes, which is characterized by forming a waterproof layer around the area. 8. The method for waterproofing a buried pipe according to claim 7, wherein the waterproof band is wound wider than the joint width of the buried pipe and has sufficient overlap at the ends.
JP58013410A 1983-01-28 1983-01-28 Cut-off execution method of waterproofing zone for cut-off and buried pipe Granted JPS59140993A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58013410A JPS59140993A (en) 1983-01-28 1983-01-28 Cut-off execution method of waterproofing zone for cut-off and buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58013410A JPS59140993A (en) 1983-01-28 1983-01-28 Cut-off execution method of waterproofing zone for cut-off and buried pipe

Publications (2)

Publication Number Publication Date
JPS59140993A JPS59140993A (en) 1984-08-13
JPH0245078B2 true JPH0245078B2 (en) 1990-10-08

Family

ID=11832358

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58013410A Granted JPS59140993A (en) 1983-01-28 1983-01-28 Cut-off execution method of waterproofing zone for cut-off and buried pipe

Country Status (1)

Country Link
JP (1) JPS59140993A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1051935A (en) * 1996-07-26 1998-02-20 Sanyo Chem Ind Ltd Water stop material for underground buried cable with protection pipe and water stop construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57144394A (en) * 1981-02-27 1982-09-06 Tomiji Tarukawa Joint material for inorganic pipe wall

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57144394A (en) * 1981-02-27 1982-09-06 Tomiji Tarukawa Joint material for inorganic pipe wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1051935A (en) * 1996-07-26 1998-02-20 Sanyo Chem Ind Ltd Water stop material for underground buried cable with protection pipe and water stop construction

Also Published As

Publication number Publication date
JPS59140993A (en) 1984-08-13

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