JPS59140993A - Cut-off execution method of waterproofing zone for cut-off and buried pipe - Google Patents

Cut-off execution method of waterproofing zone for cut-off and buried pipe

Info

Publication number
JPS59140993A
JPS59140993A JP58013410A JP1341083A JPS59140993A JP S59140993 A JPS59140993 A JP S59140993A JP 58013410 A JP58013410 A JP 58013410A JP 1341083 A JP1341083 A JP 1341083A JP S59140993 A JPS59140993 A JP S59140993A
Authority
JP
Japan
Prior art keywords
water
waterproof
belt
waterproof belt
stopping
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
JP58013410A
Other languages
Japanese (ja)
Other versions
JPH0245078B2 (en
Inventor
兵井 岩夫
薫 中村
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.)
Chiyuuou Kenzai Kogyo Kk
Chuo Kenzai Kogyo Kk
Original Assignee
Chiyuuou Kenzai Kogyo Kk
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 Chiyuuou Kenzai Kogyo Kk, Chuo Kenzai Kogyo Kk filed Critical Chiyuuou 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

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は吸水によって緻密な防水層が形成できること
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 The present invention relates to a waterproof belt capable of forming a dense waterproof layer by absorbing water, and a construction method using the waterproof belt to waterproof joints or leakage parts of buried pipes. It is something.

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、無収縮モルタル、6411Wモ
ルタル、]ムパッキング又は不定型シール拐などを介在
覆るなど、色々工夫されているh’<、水湿地帯であっ
たり、地中故作業環境が悪く確実な施工は至難である。
Conventionally, various methods have been used to prevent water leakage at the joints of underground pipes for water or sewage, such as covering the joints with non-shrink mortar, 6411W mortar, packing, or amorphous seals. h'<, it is extremely difficult to perform reliable construction because of wet and wet areas and poor underground work environment.

ざらに加工後地盤沈下とか、走行車輌による加圧、振動
等にJ: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。従って、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、通路面下における土砂
の流失による道路陥没を生じるなど直接の危害又は災害
を生じるおそれかあつ lこ 。
It is extremely difficult to maintain water tightness over a long period of time due to ground subsidence after rough processing, 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, and in the case of outflow, it not only causes hygiene and environmental pollution problems, but also There is a risk of causing direct harm or disaster, such as road collapse due to the washing away of earth and sand from beneath the road surface.

然るにこの発明は、吸水して防水層を形成Jる防水帯を
得たので、これを管の接合部又は漏水部へ巻ぎつ(プる
ことに−よって、自動的に防水層が形成され、しかも柔
軟性を失わないで、地盤沈下又は車輌などの加圧並びに
振動に耐え、良く防水効果を発揮して管内への流入又は
管外への流出を明1トし、前記従来の問題点を解決した
のである。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
わ□ せ、長手方向へ所定間隔(例えば10mm〜25
1f1m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へ夫々乾燥ヘントプイ1へ粉末
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。
However, the present invention has obtained a waterproof belt that absorbs water and forms a waterproof layer, and by wrapping it around a joint or a leaking part of a pipe, a waterproof layer is automatically formed. In addition, it can withstand ground subsidence, pressure from vehicles, and vibrations without losing its flexibility, exhibits a good waterproofing effect, and prevents water from flowing into or out of the pipe, thus solving the problems of the conventional methods. Next, the present invention will be explained with reference to an embodiment. Two strip-shaped nonwoven fabrics 1.1a 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 of 1f1m. The waterproof belt 5 of the present invention is completed by uniformly filling the dry hemp puy 1 with the powder 3 into the tubular portions 2.2, and sewing the ends 4, 4a to close the opening.

図中6,6aは防水帯の端縁に取イ」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
間の縫石部(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って、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。
In the figure, numerals 6 and 6a are strings for fastening 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 seams between the two materials (or bonded by heat welding or adhesive) be made relatively easy to separate so that a continuous waterproof layer is formed when the superabsorbent gel absorbs water and swells.

例えは、水に弱い縫着糸を用い、或い(ま水溶性接着剤
を用いて接着し、又は比較的弱く熱溶着するなどの工夫
をすることによって一層良品質の防水帯を得ることかで
きる。
For example, it is possible to obtain a waterproof belt of better quality by using sewing thread that is weak against water, by adhering with a water-soluble adhesive, or by using relatively weak heat welding. can.

前記実施例においては、乾燥ベン1ヘナイト粉末を用い
た(−〕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。従って、前記ベント
ティ1〜粉末の他に各種粘土質の粉粒物、又は有1幾質
としてポリアクリル酸塩類、ポリビニルアルコール系高
吸水グルポリマー、およびアクリルニ1〜リル系親水性
架橋車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
よっ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侶程度であるが、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・無機の混用によって防水層の厚さを制御するこ
ともできる。次にこの発明の防水帯5を使用する止水施
工法について説明づる。
In the above example, dry Ben 1 Henite powder was used (-), but the point is that any harmless substance that absorbs water and swells to form a waterproof layer can be used. Various types of clay particles, polyacrylates, polyvinyl alcohol-based superabsorbent glupolymer, and acrylonitrile-based hydrophilic cross-linked vehicle combinations, singly or in mixtures, or the above-mentioned inorganic and organic materials. It is also possible to use them in combination.Since the inorganic substances have a relatively high specific gravity and the organic substances have a relatively low specific gravity, by using them in combination, the weight of the waterproof belt can be adjusted, and the swelling ratio of the inorganic substances can be about 3 to 5 times as large. However, 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 mixing organic and inorganic materials. Explain the water construction method.

管体7,7aを順次嵌合し、各管体を固定する直前に、
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tづ、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【プ接着させる
ことが好ましい。
Immediately before fitting the tubes 7 and 7a in sequence and fixing each tube,
One end of the waterproof band 5 is inserted under the tube joint 8, and then the tube is placed in a fixed position, and then the waterproof band 5 is wrapped around the outside of the tube and fastened with strings 6, 6a. In this case, it is preferable that the outer wall of the pipe 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)に亘っ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J: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10
on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20cm乃至401−m/liI考えられる。然して
前記幅が管体径によっても異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(例えはペン1〜ナイ1〜粉末)に吸水される
と、前記ゲル化物は膨潤して第5図図示のにうに所定厚
さの防水層10を形成し、土圧ど相俟って管体外壁に密
着する。この場合に防水層は不織布等にJ:って外形を
規制されると共に、ゲル化物の吸水による膨潤により体
積を増加しく例えは3倍以上)、防水層は管体側と、土
砂側へ膨張圧を掛(プることになり、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て、爾後自動
的に緊密な防水層を形成することかできるので、施工技
術の巧拙に関係なく、比較的簡単かつ受方1動で防水目
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 experience shows that the pipe body joint due to normal degree of ground subsidence, vibration, pressurization of vehicles, etc. 10 if you take into account the deviation of the parts.
On or more is required, but if the width becomes significantly wider, not only will the cost of materials rise, but also the workability will deteriorate, so in practice it can be considered to be 20 cm to 401 m/liI. 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 doing this, when water is absorbed by the highly water-absorbent gelled material (for example, pen 1 to dyed powder) of the waterproof belt 5, the gelled material swells to a predetermined thickness as shown in FIG. A waterproof layer 10 is formed which, together with earth pressure, adheres closely to the outer wall of the pipe body. In this case, the waterproof layer is made of non-woven fabric, etc., and its external shape is regulated, and the volume increases due to swelling due to water absorption of the gelled material (for example, 3 times or more), and the waterproof layer has an expansion pressure on the pipe body side and the earth and sand side. This will further strengthen the adhesion to the outer wall of the pipe.According to the above construction method, the waterproof belt is simply wrapped around a predetermined position, and then it is automatically tightened. Since it is possible to form a waterproof layer, the purpose of waterproofing can be achieved relatively easily and with a single action, regardless of the skill or skill of the construction technique.

尚、織布又は不織イ11等かバク°アリアなどにJ:っ
て分解老化その伯拘束力がなくなっても、防水層は永く
正常に介在するので、防水目的を果すことかできる。
Incidentally, even if woven or non-woven fabrics or fabrics lose their binding force due to decomposition and aging, the waterproof layer will remain in place for a long time and can still serve the purpose of waterproofing.

前記防水帯の実施例においでは紐にJ:って防水帯端を
締結したが、紐は装着状態を保つ為の手段であるから、
重ね巻き込み状態のまま、又は掛止具(例えば金属条に
よる掛は止め)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 embodiment of the waterproof belt, the end of the waterproof belt is tied to the string, but the string is a means to maintain the attached state.
The same effect can be expected even if the roll is kept in the folded state or by using a hook (for example, a hook with a metal strip). .

即ちこの発明によれは、通水性薄層柔軟性を有覆る二枚
の帯状資料に高吸水性ゲル化物を介装したので、取扱い
容易であっ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。
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 a predetermined part of the pipe body. There are benefits to be gained.

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
吸水膨潤によっ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
水層は柔軟であって、管体接合部が多少変形又は振動に
よるづ“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かある。
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 does not require special techniques.
This has the effect of reliably forming a waterproof layer with a predetermined thickness. 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 slight deformation or vibration at the pipe joint. There is no risk of destroying the waterproof layer even if it is sagged due to water leakage, 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図同じく縦断側面図で
・ある。 1.1a・・・帯状不taイrr  2.2・・・管状
部 3・・・ベンI・ナイト粉末 5・・・防水帯 7
,7a・・・管体8・・・管体接合部 特許出願人 中央建オA工業株式会社 代理人 鈴木正次 第1図 第3図
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, FIG. 4 is an enlarged sectional view, and FIG. The figure also shows a partially longitudinal front view when the waterproof layer is completed, and Figure 6 also shows a longitudinal side view. 1.1a...Band-shaped untied rr 2.2...Tubular part 3...Ben I night powder 5...Waterproof band 7
, 7a... Pipe body 8... Pipe body joint Patent applicant Chuo Keno A Kogyo Co., Ltd. Agent Tadashi Suzuki Figure 1 Figure 3

Claims (1)

【特許請求の範囲】 1、通水性薄層柔軟性資材の積層間に高吸水性ゲル化物
の乾燥物を介装し、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、ボリヒニル
アルコール系高吸水グ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、無は質の高吸水性粉粒物はベン]へナイトその他の
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、地中埋設管の接合部又は漏水箇所に特許請求の範囲
第1項記載の防水帯を巻きつけ、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する
特許8^求の範囲第7項記載の埋設管の止水施工方法
[Scope of Claims] 1. A water-stopping waterproof belt formed into a band shape by interposing a dried super-absorbent gel between laminated water-permeable thin-layer flexible materials; 2. Water-permeable thin-layer flexible material; The water-stopping waterproof belt 3 according to claim 1, wherein the flexible material is a woven fabric or a non-woven fabric made of synthetic fibers or natural fibers alone or in combination, and the water-permeable thin layer flexible material has a large number of small holes. The water-stopping waterproof belt 4 according to claim 1, which is a synthetic resin sheet having the above properties, and the highly water-absorbing gel material is an organic polymer or/and an inorganic super-absorbent powder granule, as described in claim 1. Water-stopping waterproof belt 5 according to claim 4, wherein the organic polymer is a polyacrylate, a polyhinyl alcohol-based superabsorbent polymer, or an acrylonitrile-based hydrophilic crosslinked polymer. 6. The highly water-absorbing granular material is ben]henite or other clayey dry powder or granular material, and the water-stop waterproof belt 7 according to claim 4 is used for joining underground pipes. The waterproof band according to claim 1 is wrapped around the joint or water leakage point, and the super absorbent gel interposed in the waterproof band swells and gels due to water permeation contact. Waterproof construction method for buried pipes 8, which is characterized by forming a waterproof layer around the buried pipe, and wrapping the waterproof belt is wider than the joint width of the buried pipe, and has sufficient overlap at the ends. Patent No. 8^ Claimed Scope Paragraph 7 Method for waterproofing underground pipes
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 true JPS59140993A (en) 1984-08-13
JPH0245078B2 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3680878B2 (en) * 1996-07-26 2005-08-10 三洋化成工業株式会社 Waterproof material and waterproof structure for underground buried cable with protective pipe

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

Also Published As

Publication number Publication date
JPH0245078B2 (en) 1990-10-08

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