JPS58101943A - Repairing and water preventing of underground embedded pipe culvert - Google Patents

Repairing and water preventing of underground embedded pipe culvert

Info

Publication number
JPS58101943A
JPS58101943A JP56200934A JP20093481A JPS58101943A JP S58101943 A JPS58101943 A JP S58101943A JP 56200934 A JP56200934 A JP 56200934A JP 20093481 A JP20093481 A JP 20093481A JP S58101943 A JPS58101943 A JP S58101943A
Authority
JP
Japan
Prior art keywords
water
prepolymer
construction
joints
repairing
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
JP56200934A
Other languages
Japanese (ja)
Inventor
遠藤 政二
石田 康太郎
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.)
Toho Chemical Industry Co Ltd
Original Assignee
Toho Chemical Industry Co Ltd
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 Toho Chemical Industry Co Ltd filed Critical Toho Chemical Industry Co Ltd
Priority to JP56200934A priority Critical patent/JPS58101943A/en
Publication of JPS58101943A publication Critical patent/JPS58101943A/en
Pending legal-status Critical Current

Links

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】 樹脂管及びボックスカルパートによりて布設されている
地下埋設管渠がその接合部分の不備及び亀裂によシ漏水
並びに浸入水が発生している場合にその部分の止水補修
或いは止水施工を行なうにあ九〕、パッカ一方式による
グラウト工法が使用で自ない大口径管について、作業者
が管渠内に入渠してコーキング施工する事によシ、信頼
性を有し耐久性のある高度の止水効果を持つ補修を簡単
に且つ経済的に行なう工法に関するものである.更には
コーキング剤として。
[Detailed description of the invention] To stop water leakage or infiltration of underground pipes installed using resin pipes and box carparts when water leaks or intrudes due to defects or cracks in the joints. When carrying out repairs or water-stopping work on large-diameter pipes for which it is not possible to use the one-way packer grouting method, it is more reliable to have workers enter the pipe culvert and perform caulking. This relates to a construction method that can easily and economically perform repairs that have a high level of water-stopping effect and are durable. Also as a caulking agent.

水を架橋剤として高分子化し、水不溶性O含水ゴム状弾
性体を形成し止水効果を発揮する繊維状、或いは多孔質
柔軟性材料に含浸し九覇水性ポリウレタン樹脂プレボリ
マー(以下単にプレポリオ一と称する)を使用する止木
工法に関するものである。
Water is polymerized using water as a crosslinking agent to form a water-insoluble O water-containing rubber-like elastic body, which is impregnated into a fibrous or porous flexible material that exhibits a water-stopping effect. This relates to a method of construction using wood stoppers.

日本における公共下水道の普及率はまだ低水準であるが
主として使用されているヒ為ーム管それ自体の寸法精度
の甘さと、それを補う施工設計並びに施工精度が難かし
い事から、その接合部が確実とはいえず、又丸とL施工
直後で確実であっても使用施工後置設部上の車輌等重量
のあるものの通過、或いは隣接部の諸工事で発生し九振
動により接合部分のずれシールに用いているゴムパッキ
ングのはずれ及びクールモルタルの破損がおこp内部を
流れている汚水が管渠外に流出して環境汚染をひきおむ
し九ル多量の地下水が管渠内に浸入して、水処履總設の
負荷量を圧迫し、ひいては経済問題となりている。
Although the penetration rate of public sewerage systems in Japan is still at a low level, the dimensional accuracy of the main system pipes themselves, which are mainly used, and the construction design and construction accuracy to compensate for this are difficult, so the joints However, even if it is reliable immediately after construction of the circle and L, the joints may be damaged by vibrations caused by heavy objects such as vehicles passing over the installation part after construction, or by various construction works in the adjacent parts. This caused the rubber packing used for the seal to become dislodged and the cool mortar to break, resulting in the wastewater flowing inside the pipe flowing out of the pipe, causing environmental pollution, and causing a large amount of groundwater to infiltrate into the pipe. This puts pressure on the burden of water treatment facility construction, which in turn becomes an economic problem.

本発明は.この様な間[Kついて環境会書肪止と省資源
の見地から、下水道管渠の補修止水工事に確実であ如、
且つ耐久性を有し施工も容易である工法を検討し九結果
として見出した新規な材料による新しい工法を提供する
事にある。従来この様な下水道管渠の補修止木工法とし
て、各種の工法が招介されているが、そのいずれも特殊
な機械設備と熟練し九作業者を必要としている0作業者
が入渠できないような小口径管においては、IA在各所
で実施されているバッカー法によるグラウト工法が確実
であり%現在の所それに変わる簡便な方法はないが、作
業者が入渠できる大口径管では特別な設備を使用しない
でも簡単な道具で確実な施工ができる工法が経済的な見
地から望まれていえ。
The present invention is. In the meantime, from the perspective of saving resources and saving resources, it is important to ensure that sewer pipe repair and water shutoff work is carried out.
The purpose of the present invention is to provide a new construction method using a new material found as a result of studying a construction method that is durable and easy to construct. In the past, various construction methods have been used to repair sewer pipes, but all of them require special mechanical equipment and skilled workers, making it impossible for workers to enter the dock. For small-diameter pipes, the backer method of grouting, which is practiced at various IA sites, is reliable, and there is currently no easy alternative method to it; however, for large-diameter pipes where workers can enter the dock, special equipment is used. From an economical point of view, it is desirable to have a construction method that allows reliable construction using simple tools without having to do anything.

をコーキングして、その裏側の空洞部分にプレポリマー
を注入充填し水と反応させて含水弾性ゲル管形成して止
水シールとする工法を提供し+、 !lIl&it工法
は、それ以前の工法と比較して、親水性ボリクレタン樹
脂を使用する事から、ゲル化した含水ゴム状弾性体紘水
ネ溶性であるため地下水で流失してしまう事がない事、
水との親和性に秀れている丸めぬれ丸面への接着性に秀
れている事、並びにコーキングとグラウトの併用工法で
ある事から管渠内部からの水圧、外部からの水圧の両方
に対して耐える勢の秀れ九特徴を有するものである。し
かしながらグツウドポンプの操作を必要とし、接合不備
な箇所並びに電装個所の表層にコーキングし九七の裏側
に注入する事から、注入箇所を目視観察できない丸め、
確実な施工には従莱はどでないにしても、適確な設計と
、経験のある作業者を必要としている。それに対して本
発明の工法は接合部の不備な箇所或いは電装の箇所に1
プレポリマーを古い麻縄をほぐし九tいはだの様な繊維
質の材料に含浸させて充填し、周囲に存在する水域いは
充填した俵、水をスプレーする事によってプレポリi−
を硬化させて含水弾性ゲル体を作プ、補強材をともなっ
九止水シールとその上がら並びに技能も必要とせず目視
で確認しながら目地をぬれたままの状態で誰にでも施工
出来る信頼度が高かく補強剤を使うことによって耐久性
の高い、且つ簡便な補修止水するものである。最近の様
に熟練した作業者が少ない状況下ではこの様な簡便で且
つ高い信頼性を有する高性能の止水工法が求められてい
る。
We provide a method of caulking, injecting prepolymer into the cavity on the back side, reacting with water, and forming a water-containing elastic gel tube to create a water-stop seal. Compared to previous construction methods, the IIl&it construction method uses hydrophilic polycrethane resin, which means that the gelled water-containing rubber-like elastic material is soluble in water, so it will not be washed away in groundwater.
It has excellent affinity with water and has excellent adhesion to round surfaces, and because it uses a combination of caulking and grout, it can withstand both water pressure from inside the pipe and water pressure from the outside. It has nine characteristics that make it able to withstand the elements. However, since it requires the operation of a wet pump, and the injection is performed on the back side of the ninety-seven after caulking the surface layer of the imperfectly joined parts and electrical parts, the injection part cannot be visually observed.
Reliable construction requires an appropriate design and experienced workers, regardless of whether it is a construction work or the like. On the other hand, the construction method of the present invention can be applied to defective joints or electrical equipment.
By impregnating and filling a fibrous material such as untied old hemp rope with the prepolymer and filling it with the prepolymer, the prepolymer i-
is cured to create a water-containing elastic gel body, along with a reinforcing material, a waterproof seal and its top, and it is reliable enough that anyone can perform the work while visually checking the joint while it is still wet, without requiring any special skills. By using a large amount of reinforcing agent, it is highly durable and can be easily repaired and watertight. In the current situation where there are few skilled workers, there is a demand for such a simple and highly reliable high performance water stoppage method.

本発明に使用する親水性ポリウレタン樹脂プレポリマー
は日本特許第79fi839号「地盤安定処理工法」K
記載されているものと同一で69親水性の強いポリエー
テルポリオールに過剰のポリイソシアネートを反応させ
て得られる末端に2個以上のインシアネート基を有する
プレポリ!−である。このプレポリマーは水に容易に溶
解或いは分散して末端のイソシアネート基が水を架橋剤
として結合し合い高分子化して含水状態でゴム状高弾性
ゲル体を作る性質を有しているものである。
The hydrophilic polyurethane resin prepolymer used in the present invention is Japanese Patent No. 79fi839 "Ground stabilization treatment method" K
A prepolyester having two or more incyanate groups at the end obtained by reacting a highly hydrophilic polyether polyol with an excess of polyisocyanate, which is the same as that described in 69. − is. This prepolymer has the property of easily dissolving or dispersing in water, and the isocyanate groups at the ends bond with each other using water as a crosslinking agent to polymerize and form a rubber-like, highly elastic gel body in a water-containing state. .

補強剤として使用する繊維状或いは多孔質柔軟性材料と
しては1株綿、その他の木質繊維、合成繊維及び無機質
繊維を束にしてひも状或いは帯状にしたもの及び不織布
並びに軟質ポリウレタンフォームの様な多孔質開放セル
構造の発泡体を裁断してひ屯状或いは帯状にし九ものが
使用される。*水性ウレタン樹脂プレポリマーが容易に
内部に含浸し、間際につめ込む事が可能な柔軟性のある
材料であればこの等以外でも使用する事が可能である。
Fibrous or porous flexible materials used as reinforcing agents include single-strand cotton, other wood fibers, synthetic fibers, and inorganic fibers bundled into strings or strips, nonwoven fabrics, and porous materials such as flexible polyurethane foam. Nine types of open-cell foam are used, cut into blocks or strips. *It is possible to use materials other than these as long as they are flexible materials that can be easily impregnated with the water-based urethane resin prepolymer and packed at the last minute.

仕上げに使用するコーキング材としては通常その性能と
経済性から急結セメントが使われるが、場合によっては
タールエポキシ等の合成樹脂系コーキング材の使用も可
能である。
As the caulking material used for finishing, quick setting cement is usually used due to its performance and economical efficiency, but in some cases, synthetic resin caulking materials such as tar epoxy can also be used.

本発明の止水工法に使用する材料は主として親水性ウレ
タン樹脂プレポリマー、急結セメント及びタールエポキ
シ等の合成樹脂系コーキング材3点であるが施工場所の
周囲の状況、例えば温度、浸入水の度合、或いは接合部
並びに間隙の巾によってはプレポリマーの粘度を下げ繊
維状或い線条孔質柔軟性材料に含浸しやすくするために
1ア七トン、MgK、$駿エチル、r−ブチロラクトン
、プロピレンカーボネート或いはエチレングリコールジ
アセテートの様なイソシーアネート基と反応しない溶剤
を使用したシ、早く硬める丸めに水との反応性を促進す
る丸め、極〈少量の第3級アンン化合物を或いは水との
反応性を遅砥する丸め、極く少量のリン酸エステル系界
面活性剤を使用する事がある。
The materials used in the waterproof construction method of the present invention are mainly hydrophilic urethane resin prepolymer, quick setting cement, and synthetic resin caulking materials such as tar epoxy. In order to lower the viscosity of the prepolymer and make it easier to impregnate it into a fibrous or linear porous flexible material, depending on the degree of the prepolymer, or the width of the joint and the gap, 1a7ton, MgK, $Shun ethyl, r-butyrolactone, etc. The use of solvents that do not react with isocyanate groups, such as propylene carbonate or ethylene glycol diacetate; A very small amount of phosphate ester surfactant may be used to slow down the reactivity.

次に本発明の止水工法をわかシャすく説明する。Next, the water stop method of the present invention will be briefly explained.

まず止水を必要とするヒエーム管の接合部を流れている
管渠内の水を何らかの方法で遮断する。m断の方法とし
ては制正水バッカーを使用して全面的に遣水する方法と
四分の一円止木枠をとシつけて片側を流しながら他方の
側を遣水する部分遣水の方法があるが、いずれの方法で
も棗く現場の状況によって選択されるべきである。
First, the water in the pipes flowing through the joints of the Hiem pipes that need to be stopped must be cut off in some way. There are two methods of water cutting: one is to use a water control backer to water the entire area, and the other is to attach a quarter-circle stopper frame and water one side while watering the other side. However, either method should be selected depending on the actual situation.

清水をして、水を取除いた止水を必要とする接合部の周
囲に土砂の堆積並びに汚泥があれば十れを取除き、目地
内の汚れ亀かき出して清掃研磨する。この前処理清掃作
業には鉄製のかき出し棒、バール類、或いは小型電動或
いはエア一作業ドリルにヤスリ或いはワイヤーブラシを
取付けた亀のが便利である。
Rinse and remove the water.If there is accumulated dirt or sludge around the joints that require water stoppage, remove any dirt, scrape out any dirt in the joints, and clean and polish. For this pretreatment cleaning work, it is convenient to use an iron scraping rod, a crowbar, or a small electric or air-powered drill with a file or wire brush attached.

止水施工個所の清掃が終了したら使い捨て出来る様なボ
リバケツ、ビニール袋、ブリキ缶を用意してその中にプ
レポリマーを入れる。この容器はゲル化の原因になるの
で中に水が入っていない事を丸しかめておく事が必要で
もしぬれている様な場合には乾い友布で良くふきとって
おく事が重要である。プレポリマーの入っている容器に
、適当な長さに切断し九古い麻縄をほぐしたまいはだを
入れてゴム手袋をはめた両手で押しつけたり、ねじった
り、しごい友りしてプレポリマーがまいはだの中に完全
に浸漬される様にする。
After cleaning the water stop area, prepare a disposable bucket, plastic bag, or tin can and pour the prepolymer into it. This container may cause gelation, so it is necessary to make sure that there is no water inside, and if it is wet, it is important to wipe it thoroughly with a dry cloth. Into the container containing the prepolymer, put a strip of hemp rope cut to an appropriate length and loosened from nine-year-old hemp rope, and press it with both hands wearing rubber gloves, twist it, and squeeze it to make the prepolymer. Make sure it is completely immersed in the skin.

つぎにプレポリマーを完全に含浸したまいはだの一端を
手でつまみあげ他方の手で掴かむか指にはさんで上から
下にしごいて含浸した過剰のプレポリマーを取除く、そ
れを目地の間に充填して行く、充填していく場合に目地
が乾燥した所では、充填する前に水をスプレーして目地
をぬらしておくと接着性が向上する0文目地に充填後、
上から水をスプレーすると硬化が便進じ、次の作業に早
くと)かかれる利点がある。目地にプレポリマー含浸の
まいはだを充填するにはなるべく密にか走く充填し丸方
が曳く先端が平板になっているヘラか棒を使って、押し
込んでいく様にする。充填する目地の間隙の巾が狭い場
合、広い場合それぞれに合せてまいはだの太さを調整し
ていく必要があるが、広い場合−回の充填作業では充分
でないので上記作業を数回<夛返す必要がある。
Next, remove the excess prepolymer by picking up one end of the strip completely impregnated with the prepolymer and grasping it with the other hand or squeezing it between your fingers from top to bottom. If the joints are dry during filling, spray water to wet the joints before filling to improve adhesion.0 After filling the joints,
Spraying water from above speeds up the curing process, which has the advantage of allowing you to start the next work quickly. To fill the joints with prepolymer-impregnated filler, fill it as tightly as possible and push it in using a spatula or stick with a flat tip and a round end. If the width of the gap between the joints to be filled is narrow or wide, it is necessary to adjust the thickness of the gap accordingly, but if the gap is wide, filling the gap once is not enough, so repeat the above process several times. It is necessary to return.

この場合には、充填毎に水をスプレーして、積層してい
く間に、高分子化に必It水を与える事が全体3迄とし
目地先に仕上げの丸めの急結セメントをコーキングする
余地を残しておく9のとする。
In this case, it is necessary to spray water each time the filling is done, and while the layers are being stacked, it is necessary to give water for polymerization until the entire joint is finished. Let's leave 9.

この様にしてとニーム管接合部をすべて充填終了し九ら
プレポリマーが完全に硬化し水分を吸って膨潤する迄約
1時間位放置する。止水効果を確認するため四分の一円
止水枠を利用して浸入水のないことを確認した上で目地
先に残っている空隙に急結セメントをコーキングして平
滑にならして仕上げとする。
After filling all the neem tube joints in this way, the prepolymer is left for about 1 hour until it completely hardens, absorbs water and swells. To confirm the water-stopping effect, we used a quarter-circle water-stopping frame to confirm that no water had entered, and then caulked the remaining gaps around the joints with quick-setting cement to smooth it out and finish. shall be.

この様にして本発明の一連の作業1穐は特別な設備を必
要とする事なくその上止水効果を確認しながら進める事
が出来る又効果が充分でなかった場合には、その部分だ
け容易に取除いて再びく9返す事によって手直しする事
が可能である事から、未経験の作業者でも、直ちに確実
な施工が出来るものである。
In this way, the series of work 1 of the present invention does not require any special equipment and can be carried out while checking its water-stopping effect, and if the effect is not sufficient, that part can be easily carried out. Since it can be repaired by removing it and returning it again, even an inexperienced worker can perform the construction immediately and reliably.

尚本発明の止水工法は下水道管渠のみでなく電気、電話
、ガス等の地下配管及び地下鉄セグメントの接合部並び
に亀裂部の補修止水にも応用する事が出来る。
The water stop method of the present invention can be applied not only to sewer pipes, but also to underground pipes for electricity, telephone, gas, etc., joints of subway segments, and repair and water stop of cracks.

以下実施例として具体的工法について詳細に説明する。A specific construction method will be described in detail below as an example.

実施例 地方都市下水道工事において、直径1.gmのBIJヒ
ーーム管接合接合部浸入水が見られ測定し九所13L/
分であっ九、浸入部分は清面中央から天面にむかって3
0011の間であっ九、接合部全体を補修止水する必要
性を認め、目地内につまっている砂れき、汚泥をバール
及び電動ドリルにワイヤーブラシを取付けた道具を使用
して、かき出し清掃、そして研磨を行ない、目地内及び
その周辺をきれいにした。目地中は大きい所で30m狭
い所で22mであり丸。
Example: In local city sewerage construction, the diameter of 1. GM's BIJ heel pipe joint joint was found to have infiltrated water and was measured at 13L/9 locations.
The infiltration part is 3 minutes from the center of the clear surface to the top surface.
Between 0011 and 9, it was recognized that the entire joint needed to be repaired and watertight, and the sand and sludge that had become clogged within the joint were scraped out and cleaned using a crowbar and an electric drill with a wire brush attached. Polished and cleaned the inside and surrounding area of the joint. The middle part of the joint is 30m at the widest point and 22m at the narrowest point, and is round.

目地内の清掃を完全に行なっ九稜、船舶の甲板の目地に
つめる事に使用している古い麻縄をほぐしたまいはだを
1m長さに切断し九ものを201のポリバケツにとシ更
に市販されているブレポリマー ハイセル 0H−IA
(東邦化学工業製)を1(l入れてまいはだに浸漬させ
た。含浸が充分性なわれる様にゴム手袋をはめ九両手で
押しつけ九シしぼり上げたりしてまいはだの中に空気が
残っていない事を確かめてからl端を手でつまみあげ、
もう一方の手で掴み、上から下へしごいて余分の0H−
1人を散除い友。つづいてそれを目地の中へ指をつかっ
て押し込んでいき直径20mの木製丸棒で強く押し込ん
だ。
After thoroughly cleaning the inside of the joint, I loosened the old hemp rope used to seal the joint on the ship's deck, cut it into 1 meter lengths, and put the pieces into a 201 plastic bucket. Commercially available Brepolymer Hicel 0H-IA
(manufactured by Toho Chemical Industries) and soaked it in the bare skin.To ensure sufficient impregnation, I put on rubber gloves and pressed it with both hands and squeezed it to air the bare skin. After making sure that there is no residue left, pick up the l end with your hand.
Grab it with your other hand and squeeze it from top to bottom to get the extra 0H-
A friend who got rid of one person. Next, I pushed it into the joint using my fingers and pushed it in firmly with a wooden round bar 20 meters in diameter.

その上からピストルグリップ式のプラスチック製スプレ
ーで水をかけてぬらし、もう一度0H−IAを含潰させ
たまいはだをつめ目地先から40諺の所まで積層してい
った。m合部のまわ如全体にまいはだを充填するには底
部から上部の方向へ進め天面に浸入水を集め、この部分
の充填の際には充分硬化が終了する迄、約20分間おさ
えをした。下水が流れている底部の充填には四分の一円
止水枠を使用して片側づつ、水をせき止めながら施工し
た。全体の充填作業を終了した後、半日そのままの状態
で放置し止水状況を確繍してから目地先の空隙に水練用
セロマックス(昭和電工製)6部に水道水4sを加え、
両手でこね合せ九急結セメントモルタルをつめこみ、コ
テで平滑にならし、その上からさらに仕上げとじて てセレシット(昭和電工a)6部、酢ビ系エメルジ■ン
1部、水2部(重量部)の割合で混合し丸ものをコテで
うずく塗布して完了し丸。
I sprayed water on top of it with a pistol-grip plastic sprayer, wetted it, and filled it with 0H-IA-impregnated skin again, and layered it up to the 40th point from the joint. To fill the entire part of the joint with maihada, proceed from the bottom to the top and collect the infiltrated water on the top surface, and when filling this part, hold it down for about 20 minutes until it has fully hardened. Did. To fill the bottom part where sewage flows, we used quarter-circle water stop frames to stop the water on one side at a time. After completing the entire filling work, leave it as it is for half a day to ensure that the water has stopped, and then add 6 parts of Ceromax for water mixing (manufactured by Showa Denko) and 4 seconds of tap water to the gap between the joints.
Knead together with both hands, fill with Kyukyu cement mortar, smooth it with a trowel, and finish it with 6 parts of Cerecit (Showa Denko A), 1 part of vinyl acetate emelgin, and 2 parts of water (by weight). Mix it in the proportion of 100% and apply it with a trowel to complete the process.

6ケ月後に再度点検の九め入渠して充填個所の検査を行
なった。施工前は13t/分の浸入水があう九が、浸入
水は認められづ、完全に止水されてい友。
Six months later, the ship entered the dock again for the ninth time and inspected the filling area. Before construction, there was 13 tons/min of infiltrating water, but no infiltrating water was observed and the water was completely stopped.

特許出願人 東邦化学工業株式会社 同   東邦特殊工事株式会社Patent applicant: Toho Chemical Industry Co., Ltd. Same as Toho Special Construction Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 地下埋設管渠の接合部不備及び亀裂個所の補修止水の九
め、−維状或いは多孔質柔軟性材料に対し、水を架橋剤
として高分子化し含水弾性ゲル体を形成する親水性ポリ
ウレタン樹脂プレポリマーを含浸させて接合部不備個所
及び亀裂個所に充填し、存在する水分或いは浸入して来
る水によって反応硬化させ水不溶性の含水ゴム状弾性体
を作シ止水帯とする事を1%像とする補修止水工法。
Repair and water-stopping of defective joints and cracks in underground pipes - Hydrophilic polyurethane resin that polymerizes fibrous or porous flexible materials using water as a crosslinking agent to form a water-containing elastic gel body. Prepolymer is impregnated and filled into defective joints and cracks, and reacted and cured by existing moisture or infiltrating water to create a water-insoluble water-containing rubber-like elastic material as a water stopband. A repair and water stoppage construction method that will become an image.
JP56200934A 1981-12-15 1981-12-15 Repairing and water preventing of underground embedded pipe culvert Pending JPS58101943A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56200934A JPS58101943A (en) 1981-12-15 1981-12-15 Repairing and water preventing of underground embedded pipe culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56200934A JPS58101943A (en) 1981-12-15 1981-12-15 Repairing and water preventing of underground embedded pipe culvert

Publications (1)

Publication Number Publication Date
JPS58101943A true JPS58101943A (en) 1983-06-17

Family

ID=16432716

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56200934A Pending JPS58101943A (en) 1981-12-15 1981-12-15 Repairing and water preventing of underground embedded pipe culvert

Country Status (1)

Country Link
JP (1) JPS58101943A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5814387A (en) * 1995-01-24 1998-09-29 Orihara Manufacturing Co., Ltd. Rubber band for repairs and method therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5814387A (en) * 1995-01-24 1998-09-29 Orihara Manufacturing Co., Ltd. Rubber band for repairs and method therefor

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