Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0781670B2 - Water-stopping method using sheet-like joints - Google Patents
[go: Go Back, main page]

JPH0781670B2 - Water-stopping method using sheet-like joints - Google Patents

Water-stopping method using sheet-like joints

Info

Publication number
JPH0781670B2
JPH0781670B2 JP1121417A JP12141789A JPH0781670B2 JP H0781670 B2 JPH0781670 B2 JP H0781670B2 JP 1121417 A JP1121417 A JP 1121417A JP 12141789 A JP12141789 A JP 12141789A JP H0781670 B2 JPH0781670 B2 JP H0781670B2
Authority
JP
Japan
Prior art keywords
joint
shaped
plate
sheet
water
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 - Fee Related
Application number
JP1121417A
Other languages
Japanese (ja)
Other versions
JPH02304297A (en
Inventor
正則 伊垣
博文 柿本
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.)
Hayakawa Rubber Co Ltd
Original Assignee
Hayakawa Rubber 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 Hayakawa Rubber Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP1121417A priority Critical patent/JPH0781670B2/en
Publication of JPH02304297A publication Critical patent/JPH02304297A/en
Publication of JPH0781670B2 publication Critical patent/JPH0781670B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Pipe Accessories (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は土木排水パイプ、電力用地中管路のパイプ等の
波付加工されたパイプ継手部の外周部にリング状にセッ
トし止水するシート状継手による止水工法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention sets a ring shape on the outer peripheral portion of a corrugated pipe joint portion such as a civil drainage pipe and a pipe of an underground pipe for electric power to stop water. The present invention relates to a waterproofing method using a sheet joint.

(従来の技術) 波付加工されたパイプ継手部の止水工法として波付加工
された直管継手を使用する方法、シート状継手を使用す
る工法があげられる。
(Prior Art) As a water-stopping method for a corrugated pipe joint, there are a method using a corrugated straight pipe joint and a method using a sheet-shaped joint.

直管継手のシール工法としては直管継手両端と波付加工
されたパイプとのすき間にシーリングテープを充填し、
その上に加硫ゴムから成る自己融着テープを巻き付け、
更にビニールテープで自己融着テープの端部を押え巻す
る方法があるが、この工法は作業工程が多い為に、作業
時間が長くかかること、200mmφまでの小径管が対象で
ある。
As a sealing method for straight pipe joints, fill the gap between the ends of the straight pipe joint and the corrugated pipe with sealing tape,
Wrap a self-fusing tape made of vulcanized rubber on it,
Furthermore, there is a method of pressing and winding the end of the self-bonding tape with vinyl tape. However, this construction method requires many working steps, so it takes a long working time, and a small diameter pipe up to 200 mmφ is targeted.

又直管継手によるシール工法の作業性を改善した工法と
して直管継手の両端部から液状体のシーリング材を注入
し発泡させる方法があるが、外気温によって基剤と硬化
剤との攪拌条件を調整する必要があることや大径管への
適用が難しい等の難点がある。
As a method of improving the workability of the sealing method using a straight pipe joint, there is a method of injecting a liquid sealing material from both ends of the straight pipe joint and foaming it. There are difficulties such as the need for adjustment and the difficulty in applying it to large diameter pipes.

(発明が解決しようとする課題) 波付加工された大径管の止水工法として、シート状継手
による止水工法があり、この工法はパイプの谷部に止水
用シーリング材を充填し、加硫ゴムから成るパッキンシ
ートを巻き付け、シート状継手のフランジ部分には押え
板をセットした後、シート状継手を丸めてボルトを締め
込む方法である。この方法は、部品点数が多く、かつ、
作業工程が多いため、継手材料費が高くつく点又、施工
費が高くつく問題点を有していた。
(Problems to be solved by the invention) As a water-stopping method for corrugated large-diameter pipes, there is a water-stopping method using a sheet-like joint, and this method is to fill the valley portion of the pipe with a water-stop sealing material, This is a method of winding a packing sheet made of vulcanized rubber, setting a holding plate on the flange portion of the sheet-like joint, then rolling the sheet-like joint and tightening the bolts. This method has a large number of parts, and
Since there are many work processes, there is a problem that the joint material cost is high and the construction cost is high.

(課題を解決するための手段) 本発明は前記問題点を解決するために、波付管相互の衝
き合せ端部の止水工法において、引張強度が100〜250Kg
/cm2の範囲で大きく厚みが1〜10mmの加硫ゴムから成る
板状体1の一方の面の両端部に平行に帯状突起体2を一
体成形した加硫ゴム成形体3の長手方向の両側端部に接
続部4Aを設けると共に、前記成形体3の両側縁部に接着
層4Bを設け、更に板状体1及び帯状突起体2の一部もし
くは全面に粘着剤層5を設けたものを波付管8、8相互
の衝き合せ部の外周部にリング状に巻きつけて接着固定
し、止水することを特徴とするシート状継手による止水
工法にある。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention provides a water-stopping method for abutting ends of corrugated pipes with a tensile strength of 100 to 250 Kg.
in the longitudinal direction of the vulcanized rubber molded body 3 in which the strip-shaped projections 2 are integrally molded in parallel to both ends of one surface of the plate-shaped body 1 made of vulcanized rubber having a large thickness in the range of / cm 2 and 1 to 10 mm. Connection parts 4A are provided on both side ends, adhesive layers 4B are provided on both side edges of the molded body 3, and a pressure-sensitive adhesive layer 5 is further provided on part or all of the plate-shaped body 1 and the band-shaped projections 2. Is a watertight construction method using a sheet-like joint, characterized in that the watertight pipes 8 are wound around the outer peripheral portion of the abutting portions of the corrugated pipes 8 in a ring shape to be adhesively fixed to stop water.

(作用) 本発明は板状体として引張強度が100〜250Kg/cm2で、厚
みが1〜10mmの加硫ゴムを用いることにより埋設された
時の土圧に対しての耐久性又は柔軟性に優れるシート状
継手による止水工法を施すことにより、地震、地盤沈下
等に対しての高い安全性を保有させることができる。
(Function) The present invention has a tensile strength of 100 to 250 kg / cm 2 as a plate-like body, and durability or flexibility against earth pressure when buried by using a vulcanized rubber having a thickness of 1 to 10 mm. By applying the waterproofing method using a sheet-shaped joint with excellent properties, it is possible to maintain high safety against earthquakes, ground subsidence, etc.

また本発明では日本工業規格Aタイプ硬度計で50〜95の
加硫ゴムから成る帯状突起体を用いることにより、波付
管の溝部と帯状突起体とのフック効果により地震、地盤
沈下等によりパイプに外力が加わった場合でも継手部の
動きを支えることが可能となる。
Further, in the present invention, by using the strip-shaped projections made of vulcanized rubber of 50 to 95 in Japanese Industrial Standard A type hardness tester, the pipe due to the earthquake, ground subsidence, etc. due to the hook effect between the groove portion of the corrugated pipe and the strip-shaped projections. It is possible to support the movement of the joint portion even when an external force is applied to.

更に本発明では板状体及び帯状突起体の一部又は全面に
粘着層を設けることによりラセン溝に対する止水効果・
平坦部の止水効果が優れる止水工法を提供できる。
Further, in the present invention, by providing an adhesive layer on a part or the entire surface of the plate-shaped body and the band-shaped projection, a water blocking effect for the spiral groove
It is possible to provide a waterproofing method in which the flat part has an excellent waterproofing effect.

更に本発明では加硫成形体の両端部に接続継手部を設け
ると共に板状体の両側縁部に接着層を設けることにより
シート状継手をリング状に巻きつけてセットする場合の
取付作業が簡単でジョイント部の止水性能が優れた工法
を施工できるる。
Further, in the present invention, the connection work is easy when the sheet-like joint is wound in a ring shape and set by providing the connection joints at both ends of the vulcanized molded body and the adhesive layers at both side edges of the plate-shaped body. It is possible to construct a construction method with excellent water stopping performance at the joint.

(実施例) 次に、本発明のシート状継手の構成及びこれを使用した
止水工法の実施の一例態様について述べる。
(Example) Next, a configuration of the sheet-like joint of the present invention and an example of an embodiment of a water-stopping construction method using the same will be described.

第1図及び第2図は本発明工法に使用するシート状継手
を展開して示した斜視図であり、1は引張強度が100〜2
50Kg/cm2と大きく、厚みが1〜10mmの加硫ゴムから成る
板状体である。本発明においてはこの板状体1の一方の
面の端部に平行に同じく加硫ゴムより成る帯状突起体2
を一体成形した加硫ゴム成形体3を造り、この加硫ゴム
成形体3の長手方向の両端部にフランジ状の接続部4Aを
接続すると共に、成形体3の両側縁部に接着層4Bを設
け、更に板状体1及び帯状突起体2の一部もしくは全部
に粘着材層5を設けたものを波付管8の外周にリング状
に巻つけてセット固定し、止水するようにしたものであ
る。
FIG. 1 and FIG. 2 are perspective views showing a developed sheet-like joint used in the method of the present invention, where 1 has a tensile strength of 100 to 2
It is a plate-like body made of vulcanized rubber having a large thickness of 50 kg / cm 2 and a thickness of 1 to 10 mm. In the present invention, the strip-shaped projection body 2 also made of vulcanized rubber is parallel to the end of one surface of the plate-shaped body 1.
Of the vulcanized rubber molded body 3 is integrally formed, flange-shaped connecting portions 4A are connected to both ends of the vulcanized rubber molded body 3 in the longitudinal direction, and adhesive layers 4B are provided on both side edges of the molded body 3. The plate-shaped body 1 and the band-shaped projection body 2 provided with the adhesive layer 5 on a part or the whole of the plate-shaped body 1 are wound around the corrugated pipe 8 in a ring shape to be set and fixed to stop water. It is a thing.

次に順を追ってシート状継手の説明をする。Next, the sheet-like joint will be described step by step.

板状体(A)の材料としては100Kg/cm2〜250Kg/cm2の引
張強度を有する加硫ゴム及びその類似物であることが好
ましく、例えばエチレンプロビレンゴム(EPR,EPDM),
天然ゴム(NR),イソプレンゴム(IR),アクリルニト
リルブタジエンゴム(NBR)、ブチルゴム(IIR),ハロ
ゲン化ブチルゴム、クロロプレンゴム(CR),スチレン
ブタジエンゴム(SBR),ブタジエンゴム(BR),アク
リルゴム,シリコンゴム,フッ素ゴム、エチレンアクリ
ルゴム、ポリエステルエラストマー,エピクロルヒドリ
ンゴム、塩素化ポリエチレン,エチレン酢ビゴム,ポリ
ウレタンの一般ゴム、特殊ゴム及び熱可撓性エラストマ
ー等が挙げられる。
Preferably as the material of the plate-like member (A) is vulcanized rubber and the like having a tensile strength of 100Kg / cm 2 ~250Kg / cm 2 , such as ethylene Propylene Rubber (EPR, EPDM),
Natural rubber (NR), isoprene rubber (IR), acrylonitrile butadiene rubber (NBR), butyl rubber (IIR), halogenated butyl rubber, chloroprene rubber (CR), styrene butadiene rubber (SBR), butadiene rubber (BR), acrylic rubber , Silicone rubber, fluororubber, ethylene acrylic rubber, polyester elastomer, epichlorohydrin rubber, chlorinated polyethylene, ethylene vinyl acetate rubber, general polyurethane rubber, special rubber and thermo-flexible elastomer.

これらのゴム材料は単独で用いても2種以上をブレンド
して用いてもよい。又これらのゴム材料には各種充填
剤、粘着付与剤、滑剤、老化防止剤、可塑剤、軟化剤、
低分子量ポリマー、オイル等、ゴム材料に一般的な配合
材を混合することにより目的に応じた引張強度、耐久
性、水密性を付与することもできる。
These rubber materials may be used alone or in combination of two or more. Further, these rubber materials include various fillers, tackifiers, lubricants, antioxidants, plasticizers, softeners,
It is also possible to impart tensile strength, durability and watertightness according to the purpose by mixing a general compounding material such as a low molecular weight polymer and oil with a rubber material.

特に長期間に亘り所定の性能を維持するために上記のゴ
ム材料に適切な老化防止剤、重合禁止剤、スコーチ防止
剤等の安定剤を加えたりポリマー自体を水添、その他の
変性を行なうことにより、安定化を図ることは極めて有
効である。
In particular, in order to maintain the desired performance for a long period of time, add appropriate stabilizers such as anti-aging agent, polymerization inhibitor and scorch inhibitor to the above rubber material, hydrogenate the polymer itself, and perform other modification. Therefore, it is extremely effective to achieve stabilization.

例えば板状体1と帯状突起体2とを一体成形を行なう場
合、同一材質により成形を行なう方法が有利であるが、
異種の材料を加硫して一体成形する方法又は接着剤を利
用して一体成形してもよい。
For example, when integrally molding the plate-shaped body 1 and the band-shaped projection body 2, a method of molding the same material is advantageous.
The different materials may be vulcanized and integrally molded, or the adhesive may be integrally molded.

本発明の帯状突起体2としては、上記の物性を有する加
硫ゴム又は熱可塑剤エラストマー等が挙げられるが、上
記の特性を有する次のような物質を利用することもでき
る。
Examples of the strip-shaped protrusion 2 of the present invention include vulcanized rubber and thermoplastic elastomer having the above-mentioned physical properties, but the following substances having the above-mentioned properties can also be used.

例えばポリスチレン,ポリエチレン,ポリプロピレン,A
BS,ポリ塩化ビニル,ポリメタクリル酸メチルポリカー
ボネート,ポリアセタール,ナイロン,塩化ポリエーテ
ル,ポリ四フッ化エレレン,アセチルセルローズ,エチ
ルセルローズ等の熱可塑性プラスチック及びこれらのプ
ラスチックに必要に応じて充填剤,可塑剤,軟化剤,粘
着付与剤、オリゴマー,滑剤等を配合したものが挙げら
れる。
For example polystyrene, polyethylene, polypropylene, A
Thermoplastics such as BS, polyvinyl chloride, poly (methyl methacrylate) polycarbonate, polyacetal, nylon, chlorinated polyether, polytetrafluorene, acetyl cellulose, ethyl cellulose, etc., and fillers and plasticizers for these plastics as required. , Softeners, tackifiers, oligomers, lubricants and the like.

板状体1の厚みは1mm〜10mmが好ましく、1mm以下だと引
張強度不足となり継手部に応力がかかった場合破断の恐
れがある。10mm以上の場合は重量が大きくなり作業性が
悪くなる。即ち、継手部の耐久性、耐衝撃性、作業性を
考慮した場合には1〜10mmが好ましい。
The thickness of the plate-like body 1 is preferably 1 mm to 10 mm, and if it is 1 mm or less, the tensile strength becomes insufficient and the joint part may be fractured when stressed. If it is 10 mm or more, the weight becomes large and the workability deteriorates. That is, when considering the durability, impact resistance, and workability of the joint portion, 1 to 10 mm is preferable.

帯状突起体2は波付(溝付)管の深さ及び幅に併せて構
成されるものであって幅18mm〜160mm、高さ9mm〜115mm
のサイズで、かつ、溝の寸法より1mm〜3mm小さく構成さ
れることが好ましい。
The strip-shaped projection 2 is constructed in accordance with the depth and width of the corrugated (grooved) pipe, and has a width of 18 mm to 160 mm and a height of 9 mm to 115 mm.
It is preferable that the size is 1 mm to 3 mm smaller than the size of the groove.

接続部(継手部)4Aあるいは接着層部4Bは上記板状体
1、帯状突起体2と同質材料にて一体成形されることが
経済的にも好ましいが、更に金属、プラスチック、繊維
等を複合化することにより一層の補強効果をもたせても
良い。接続部(継手部)4Aの形状は第17図に示すように
L形で補強板は接続部(継手部)4Aの一部又は全面に設
けることができる。
It is economically preferable that the connection portion (joint portion) 4A or the adhesive layer portion 4B is integrally formed with the plate-shaped body 1 and the strip-shaped projection body 2 by the same material, but further, metal, plastic, fiber or the like is compounded. It may have a further reinforcing effect. The connecting portion (joint portion) 4A is L-shaped as shown in FIG. 17, and the reinforcing plate can be provided on a part or the entire surface of the connecting portion (joint portion) 4A.

接着層部4Bは板状体1の裏面に対応した粘接着層を設け
て板状体1の他方の面に貼り合わせてリング状の継手と
するものであってゴム系、アクリル系、シアノアクリレ
ート系等の接着剤や粘着剤あるいはリボン状定形シーリ
ング材を設けることができる。
The adhesive layer portion 4B is provided with a viscous adhesive layer corresponding to the back surface of the plate-shaped body 1 and is bonded to the other surface of the plate-shaped body 1 to form a ring-shaped joint. An acrylate-based adhesive or pressure-sensitive adhesive or a ribbon-shaped regular sealing material can be provided.

更にはリング状に同継手を巻き付けた後、鉄、亜鉛メッ
キ鋼、ステンレス等の金属、ポリエチレン、ポリプロピ
レン、天然ゴム、エチレンプロピレンゴム、スチレンブ
タジエンゴム等の樹脂製、ゴム製のバンドにより継手部
の両端部又は全面に巻き締め補強しても良い。
Furthermore, after winding the joint in a ring shape, metal such as iron, galvanized steel, stainless steel, polyethylene, polypropylene, natural rubber, ethylene propylene rubber, styrene butadiene rubber, etc. It may be reinforced by winding around both ends or the entire surface.

次に実施例により詳しく説明すると 実施例1 下記配合材料をオープンロールで混練りし、オープンロ
ールで3mm厚みにシーティングしたものをプレス金型に
て150℃で30分間加硫成形した。
Next, the present invention will be described in more detail with reference to Examples. Example 1 The following compounding materials were kneaded with an open roll and sheeted to a thickness of 3 mm with an open roll, and vulcanization molded at 150 ° C for 30 minutes using a press mold.

このシート状継手を各試験の試験体とした。This sheet-like joint was used as a test body for each test.

実施例2 実施例1に用いた配合材で、これと同様の成形方法にて
板状体の厚みを1mmにしたシート状継手を作成し各試験
の試験体とした。
Example 2 Using the compounded material used in Example 1, a sheet-like joint having a plate-like body with a thickness of 1 mm was prepared by the same molding method as this, and used as a test body for each test.

実施例3 実施例1に用いた配合材で、これと同様の成形方法にて
板状体の厚みを10mmにしたシート状継手を作成し各試験
の試験体とした。
Example 3 With the compounding material used in Example 1, a sheet-like joint having a plate-shaped body having a thickness of 10 mm was prepared by the same molding method as this, and used as a test body for each test.

実施例4 下記配合材料を実施例1と同様な方法で加硫成形した。
このシート状継手を各試験の試験体とした。
Example 4 The following compounded material was vulcanized and molded in the same manner as in Example 1.
This sheet-like joint was used as a test body for each test.

実施例5 下記配合材料を実施例1と同様な方法で加硫成形した。
このシート状継手を各試験の試験体とした。
Example 5 The following compounded material was vulcanized and molded in the same manner as in Example 1.
This sheet-like joint was used as a test body for each test.

実施例6 実施例1に用いて配合材で同様の成形方法にて帯状突起
体を溝部より3mm小さくしたシート状継手を作成し各試
験の試験体とした。
Example 6 A sheet-like joint in which the strip-shaped projections were made smaller by 3 mm than the groove portion was prepared by the same molding method as in Example 1 using the compounding material, and used as a test body for each test.

実施例7 板状体部は実施例1の配合材で帯状突起部は下記配合材
を用いて実施例1と同様な方法で加硫成形した。このシ
ート状継手を各試験の試験体とした。
Example 7 The plate-like body portion was vulcanized and molded in the same manner as in Example 1 by using the compounded material of Example 1 and the strip-shaped protrusions with the following compounded material. This sheet-like joint was used as a test body for each test.

実施例8 板状体部は実施例1の配合材で帯状突起体部は実施例4
の配合材を用いて実施例1と同様な方法で加硫成形し
た。このシート状継手を各試験の試験体とした。
Example 8 The plate-like body portion is the compounded material of Example 1 and the band-like protrusion body portion is the example 4.
Vulcanization molding was performed in the same manner as in Example 1 using the compounded material of No. 1. This sheet-like joint was used as a test body for each test.

比較例1 板状体部は実施例1の配合材で帯状突起体部は下記配合
材を用いて実施例1と同様な方法で加硫成形した。この
シート状継手を各試験の試験体とした。
Comparative Example 1 A plate-shaped body portion was vulcanized and molded in the same manner as in Example 1 by using the compounded material of Example 1 and the band-shaped projection body portion using the following compounded material. This sheet-like joint was used as a test body for each test.

比較例2 板状体部は実施例1の配合材で帯状突起体部は下記配合
材を用いて実施例1と同様な方法で加硫成形した。この
シート状継手を各試験の試験体とした。
Comparative Example 2 The plate-shaped body portion was vulcanized and molded in the same manner as in Example 1 by using the compounded material of Example 1 and the strip-shaped protruding body portion using the following compounded material. This sheet-like joint was used as a test body for each test.

比較例3 実施例1に用いた配合材で同様の成形方法にて帯状突起
体を溝部のサイズより0.5mm小さく成形したシート状継
手を成形し、各試験の試験体とした。
Comparative Example 3 A sheet-like joint in which the band-shaped projections were formed 0.5 mm smaller than the size of the groove by the same molding method using the compounded material used in Example 1 was molded into test samples for each test.

比較例4 実施例1に用いた配合材で同様の成形方法にて帯状突起
体を溝部のサイズより4mm小さく成形したシート状継手
を成形し、各試験の試験体とした。
Comparative Example 4 A sheet-like joint in which the band-shaped projection was formed 4 mm smaller than the size of the groove by the same forming method using the compounded material used in Example 1 was formed into a test body for each test.

比較例5 板状体部は比較例2の配合材料を用い、帯状突起体部は
実施例1に用いた配合材を用いて同様の成形方法にてシ
ート状継手を作成し各試験の試験体とした。
Comparative Example 5 A sheet-like joint was prepared by the same molding method using the compounded material of Comparative Example 2 for the plate-shaped body portion and the compounded material used in Example 1 for the strip-shaped protrusion portion, and a test body for each test. And

比較例6 板状体部は比較例1に用いた帯状突起体の配合材を用い
帯状突起体部は実施例1に用いた配合材を用いて同様の
成形方法にてシート状継手を作成し各試験の試験体とし
た。
Comparative Example 6 A sheet-like joint was prepared by the same molding method using the compounded material of the strip-shaped projections used in Comparative Example 1 for the plate-shaped body and the compounded material used in Example 1 for the strip-shaped projections. The test body was used for each test.

比較例7 実施例1に用いた配合材で同様の成形方法にて板状体の
厚みを12mmにしたシート状継手を作成し各試験の試験体
とした。
Comparative Example 7 A sheet-like joint having a plate-like body having a thickness of 12 mm was prepared by the same molding method using the compounded material used in Example 1, and used as a test body for each test.

比較例8 実施例1に用いた配合材で同様の成形方法にて板状体の
厚みを12mmにしたシート状継手を作成し各試験の試験体
とした。
Comparative Example 8 A sheet-like joint having a plate-like body having a thickness of 12 mm was prepared by the same molding method using the compounded material used in Example 1, and used as a test body for each test.

試験方法 1.引張強さ JIS K6301のダンベル3号形で試料を打ち抜き試験体を
作成し引張強さを求めた。
Test method 1. Tensile strength A sample was punched out with a dumbbell No. 3 type of JIS K6301 to prepare a test piece, and the tensile strength was obtained.

2.硬度 JIS K6301に記載のスプリング硬度計Aタイプにて硬度
を求めた。
2. Hardness The hardness was determined with a spring hardness meter A type described in JIS K6301.

3.耐衝撃性 各試験片は鋼板に試料を貼付けたものを使用しデュポン
式衝撃試験機を用いて撃心径、落下距離、荷重を変化さ
せ、ポンホール発生の状態を試験した。ピンホールの検
出は12000Vホリデーディテクターによる。
3. Impact resistance Each test piece was made by sticking a sample to a steel plate, and the impact diameter, drop distance, and load were changed using a DuPont impact tester, and the state of occurrence of ponholes was tested. Pinholes are detected by the 12000V Holiday Detector.

測定条件 撃心径 3mmφ 落下距離 40cm 荷重 1000g 温度 25℃ ○:ピンホール発生なし ×:ピンホール発生 水密性 330mmφの外径の波付管8に本発明のシート状継手3を
第21図の如く巻き付け水柱50mmHとし24時間静置した場
合の水漏れの有無を確認した。
Measurement conditions Strike diameter 3mmφ Drop distance 40cm Load 1000g Temperature 25 ° C ○: No pinhole generation ×: Pinhole generation Watertightness 330mmφ outer diameter corrugated pipe 8 with sheet-like joint 3 of the present invention as shown in FIG. 21. It was confirmed whether there was water leakage when the water column was wrapped around 50 mmH and left standing for 24 hours.

○:水漏れなし ×:水漏れ発生 5.作業性 300mmφ外径の波付管に本発明のシート状継手を巻き付
けた場合の作業性を確認した。
◯: No water leakage ×: Water leakage occurred 5. Workability The workability when the sheet-like joint of the present invention was wound around a corrugated pipe having an outer diameter of 300 mmφ was confirmed.

6.耐久性 水密性確認用の試験体の両端部を10mmの伸縮繰返し試験
を100回行なった後、4の水密性試験と同様の水漏れ試
験を行なった。
6. Durability A water leakage test similar to the water tightness test of 4 was performed after 100 times of 10 mm repeated expansion and contraction tests of both ends of the test body for confirming water tightness.

よって、本発明は板状体の引張強度が100Kg/cm2未満の
場合、リング状継手として用いる場合の止水効果が確保
しにくく、かつ地盤の沈下等による外部応力がかかった
場合、埋設管の強度が充分でなく、又埋設時に衝撃が加
った場合破壊し易い。引張強度が250Kg/cm2を越える場
合には地中埋設後に動的応力が連続して加った場合、劣
化が起り継手材の破壊が生じ易い。厚みが1mm以下の場
合には、埋設時の耐衝撃性に問題が生じ破壊し易いし、
厚みが10mm以上の場合には波付加工された溝付パイプに
本発明の継手を巻き付ける場合、重い点、硬い点から作
業性が悪くなり、又材料費のアップとなり経済的でな
い。
Therefore, the present invention, when the tensile strength of the plate-shaped body is less than 100 Kg / cm 2 , it is difficult to ensure the water-stopping effect when used as a ring-shaped joint, and when external stress due to subsidence of the ground is applied, the embedded pipe Is not strong enough, and it is easy to break if shock is applied during burying. When the tensile strength exceeds 250 Kg / cm 2 , when dynamic stress is continuously applied after being buried in the ground, deterioration occurs and the joint material is likely to be broken. If the thickness is less than 1 mm, there will be a problem with impact resistance during embedding and it will easily break,
When the thickness is 10 mm or more, when the joint of the present invention is wound around a corrugated grooved pipe, workability deteriorates from a heavy point and a hard point, and material cost increases, which is not economical.

帯状突起体の硬度が50以下の場合、継手間のフック効果
が確保できず継手部に応力がかかった場合止水効果が保
持できない。硬度が95以上の場合突起状の形状に対し2m
m小さく設計しているが、溝部の寸法のバラツキが発生
し、溝部の小さい場合継手部に巻き付けた時、板状体部
とパイプとの隙間が発生し易く水漏れの原因となり易
い。帯状突起体の形状は溝部より1〜3mm小さくするの
が好ましい。1mmより小さい場合溝付パイプの寸法のバ
ラツキを吸収しにくく施工作業性、水密性確保の点で問
題を発生し易い。又帯状突起体はパイプ溝部に全面設け
る方法、両端部に2本設ける方法、3点ブロック状に設
ける方法でもいずれも良好であった。3mmより大きい場
合は粘着層を積層した場合帯状突起体のフック効果が充
分でなく、かつ水密性確保の為に粘着層の厚みを暑くす
る必要があるため、施工作業性が悪くなりかつコストア
ップにつながるため好ましくない。
If the hardness of the strip-shaped protrusions is 50 or less, the hook effect between the joints cannot be secured, and the water blocking effect cannot be maintained when stress is applied to the joints. When the hardness is 95 or more, 2m for the protruding shape
Although it is designed to be small, variations in the dimensions of the groove occur, and when the groove is small, when wound around the joint, a gap between the plate-shaped body and the pipe easily occurs, which easily causes water leakage. The shape of the band-shaped projection is preferably smaller than the groove by 1 to 3 mm. If it is less than 1 mm, it is difficult to absorb the dimensional variation of the grooved pipe, and problems are likely to occur in terms of workability and watertightness. Further, the method of providing the strip-shaped projections on the entire surface of the pipe groove, the method of providing two strips at both ends, and the method of providing the strip-shaped projections in a three-point block shape were all good. If it is larger than 3 mm, when the adhesive layer is laminated, the hook effect of the strip-shaped protrusion is not sufficient, and the thickness of the adhesive layer needs to be made hot to secure watertightness, resulting in poor workability and cost increase. It is not preferable because it leads to.

継手部のジョイント方法は一体成形によるL形ジョイン
トあるいは接着ジョイントのいずれかの方法でも可能で
あるが特にジョイント部、接着部共に管とジョイント部
との隙間を発生させないためにもこの隙間部に定形シー
リング材、又は本発明に使用したシート状継手の板状体
部あるいはスポンジシート等で押えることにより一層の
水密性確保が図れる。
The joint method of the joint portion can be either an L-shaped joint by integral molding or an adhesive joint method. However, in order to prevent a gap between the pipe and the joint portion at both the joint portion and the adhesive portion, a fixed shape is formed in this gap portion. Further water-tightness can be secured by pressing with a sealing material, the plate-like body portion of the sheet-like joint used in the present invention, a sponge sheet or the like.

よって本発明は板状体、帯状突起体、接続部(継手部)
あるいは接着部より成り更に板状体、帯状突起体の一部
もしくは全面に粘着層を設けたものを被管体の継手部に
リング状にセットして止水するシート継手による止水工
法であり、75mm〜1000mmφの小径管から大径管まで対応
でき耐久性、パイプの動きに追従し水密性確保が計れ軽
量で施工作業性に優れかつ、安価で経済性に優れるとい
う大きな特徴を有するものである。
Therefore, the present invention is a plate-shaped body, a strip-shaped projection body, a connection portion (joint portion)
Alternatively, it is a water-stopping method using a sheet joint that consists of an adhesive part and further has a plate-shaped or band-shaped projection with an adhesive layer provided on part or all of the surface of the tube-shaped joint to set it in a ring shape to stop water. , 75mm ~ 1000mmφ small diameter pipes to large diameter pipes are durable and have water-tightness that follows the movement of pipes, lightweight, excellent workability, inexpensive and economical. is there.

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

第1図は本発明の一実施例の斜視図を示すものであり、
板状体の両端部に帯状突起体を設け、更に板状体と帯状
突起体の一部に粘着材層を設けたものである。 第2図は本発明の一実施例の斜視図を示すものであり、
板状体の両端部に突起体を設け、更に板状体と帯状突起
体の一部に粘着材層を設けたものである。 第3図〜第16図は本発明の一実施例の構成断面図を示す
ものであり、第3図は板状体の全面にの帯状突起体を設
けたものである。 第4図は第3図のもう一方の面の構成断面図である。 第5図は板状体の両端部にのみ帯状突起体を設けたもの
である。 第6図は板状体の全面に帯状突起体を設け、更に帯状突
起体の一部に粘着材層を設けたものである。 第7図は第6図のもう一方の面の構成断面図である。 第8図は板状体の全面に帯状突起体を設け、更に帯状突
起体の全面に粘着材層を設けたものである。 第9図、第10図は板状体の中央部に帯状突起体を設け、
更に粘着材層を設けたものである。 第11図は板状体の全面に帯状突起体を設け、両端部の帯
状突起体と板状体の一部に粘着材層を設けたものであ
る。 第12図は板状帯の厚みを両端部で厚くしたものである。 第13図、第14図は第2図の構成断面図である。 以上の第1図〜第13図は板状体の両端部に接続部を設け
たものであるが、第15図、第16図は板状体の一方の端部
に接着層を設けた構成断面図である。 第17図は接続部からなるシート状継手をリング状にセッ
トしたものである。 第18図は第17図のもう一方の断面図である。 第19図は板状体の一方の端部に接着層を設けたシート状
継手をリング状にセットしたものである。 第20図は第19図のもう一方の断面図であり、継手部の両
端部バンドで固定したものである。 第21図は本発明の水密性試験の試験方法を示す断面図で
ある。 第22図は被管体の継手部の外周部に本発明のシート状継
手をリング状にセットした斜視図である。 1…板状体、2…帯状突起体 3…加硫ゴム成形体、4A…接続部(継手部) 4B…接着層、5…粘着材層 6…バンド、7…コーキング材 8…波付管、9…水 10…シート状継手
FIG. 1 is a perspective view of an embodiment of the present invention,
The strip-shaped projections are provided on both ends of the plate-shaped body, and the adhesive material layer is further provided on a part of the plate-shaped body and the strip-shaped projections. FIG. 2 is a perspective view of an embodiment of the present invention,
Protrusions are provided at both ends of the plate-like body, and an adhesive layer is further provided on part of the plate-like body and the band-like protrusions. 3 to 16 are sectional views showing the configuration of an embodiment of the present invention, and FIG. 3 shows a plate-shaped body provided with band-shaped projections on the entire surface. FIG. 4 is a sectional view of the configuration of the other surface of FIG. FIG. 5 shows a plate-shaped body provided with band-shaped projections only at both ends thereof. In FIG. 6, a strip-shaped projection is provided on the entire surface of the plate-shaped body, and an adhesive layer is further provided on a part of the strip-shaped projection. FIG. 7 is a sectional view of the configuration of the other surface of FIG. FIG. 8 shows that a strip-shaped projection is provided on the entire surface of the plate-shaped body, and an adhesive layer is further provided on the entire surface of the strip-shaped projection. 9 and 10 show that a strip-shaped protrusion is provided at the center of the plate-like body,
Further, an adhesive layer is provided. FIG. 11 shows a plate-shaped body provided with strip-shaped projections on its entire surface, and an adhesive layer provided on both ends of the strip-shaped projections and a part of the plate-shaped body. FIG. 12 shows the thickness of the plate-shaped strip thickened at both ends. 13 and 14 are cross-sectional views of the configuration of FIG. While FIGS. 1 to 13 described above are provided with connecting portions at both ends of the plate-like body, FIGS. 15 and 16 are configurations in which an adhesive layer is provided at one end of the plate-like body. FIG. FIG. 17 shows a sheet-like joint composed of connecting portions set in a ring shape. FIG. 18 is another cross-sectional view of FIG. FIG. 19 shows a sheet-like joint in which an adhesive layer is provided on one end of a plate-like body, which is set in a ring shape. FIG. 20 is another cross-sectional view of FIG. 19, which is fixed by the band at both ends of the joint. FIG. 21 is a cross-sectional view showing the test method of the water tightness test of the present invention. FIG. 22 is a perspective view in which the sheet-like joint of the present invention is set in a ring shape on the outer peripheral portion of the joint portion of the pipe body. DESCRIPTION OF SYMBOLS 1 ... Plate-shaped body, 2 ... Band-shaped projection body 3 ... Vulcanized rubber molded body, 4A ... Connection part (joint part) 4B ... Adhesive layer, 5 ... Adhesive material layer 6 ... Band, 7 ... Caulking material 8 ... Corrugated pipe , 9 ... Water 10 ... Sheet joint

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】波付管相互の衝き合せ端部の止水工法にお
いて、引張強度が100〜250Kg/cm2の範囲で大きく厚みが
1〜10mmの加硫ゴムから成る板状体1の一方の面の両端
部に平行に帯状突起体2を一体成形した加硫ゴム成形体
3の長手方向の両側端部に接続部4Aを設けると共に、前
記成形体3の両側縁部に接着層4Bを設け、更に板状体1
及び帯状突起体2の一部もしくは全面に粘着剤層5を設
けたものを波付管8、8相互の衝き合せ部の外周部にリ
ング状に巻きつけて接着固定し、止水することを特徴と
するシート状継手による止水工法。
1. One of plate-like bodies 1 made of vulcanized rubber having a large tensile strength in the range of 100 to 250 kg / cm 2 and a thickness of 1 to 10 mm in a water stop construction method for abutting ends of corrugated pipes. Of the vulcanized rubber molded body 3 in which the strip-shaped protrusions 2 are integrally molded in parallel to both ends of the surface of the molded body 3 are provided with connection portions 4A at both longitudinal ends thereof, and adhesive layers 4B are provided at both side edges of the molded body 3. Provided, and the plate-shaped body 1
In addition, the adhesive layer 5 provided on a part or the whole surface of the strip-shaped projection 2 is wound around the outer peripheral portion of the abutting portion of the corrugated pipes 8 and 8 in a ring shape to be adhesively fixed to stop the water. A water-stopping method with a characteristic sheet-like joint.
JP1121417A 1989-05-17 1989-05-17 Water-stopping method using sheet-like joints Expired - Fee Related JPH0781670B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1121417A JPH0781670B2 (en) 1989-05-17 1989-05-17 Water-stopping method using sheet-like joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1121417A JPH0781670B2 (en) 1989-05-17 1989-05-17 Water-stopping method using sheet-like joints

Publications (2)

Publication Number Publication Date
JPH02304297A JPH02304297A (en) 1990-12-18
JPH0781670B2 true JPH0781670B2 (en) 1995-09-06

Family

ID=14810644

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1121417A Expired - Fee Related JPH0781670B2 (en) 1989-05-17 1989-05-17 Water-stopping method using sheet-like joints

Country Status (1)

Country Link
JP (1) JPH0781670B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012062943A (en) * 2010-09-15 2012-03-29 Chubu System Kogyo Kk Curable inorganic filler, oil leakage prevention method, and oil leakage prevention kit
KR20190064930A (en) * 2017-12-01 2019-06-11 주식회사 한국가스기술공사 Protecting cover apparatus for exposure pipe

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55140188U (en) * 1979-03-27 1980-10-06
JPH0346303Y2 (en) * 1987-10-26 1991-09-30

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012062943A (en) * 2010-09-15 2012-03-29 Chubu System Kogyo Kk Curable inorganic filler, oil leakage prevention method, and oil leakage prevention kit
KR20190064930A (en) * 2017-12-01 2019-06-11 주식회사 한국가스기술공사 Protecting cover apparatus for exposure pipe

Also Published As

Publication number Publication date
JPH02304297A (en) 1990-12-18

Similar Documents

Publication Publication Date Title
US6328310B1 (en) Method of preventing water leakage with waterproof seal
US4346922A (en) Device for preventing leakage at pipe joints
JP6750823B1 (en) Water stop method along the crack
JPS60192167A (en) Packing of structure for water
JPH0781670B2 (en) Water-stopping method using sheet-like joints
JP3453065B2 (en) Connection structure between manhole and ribbed tube
JP3441147B2 (en) Joint between pipe and manhole
JP2002038503A (en) Flexible joint, joint structure using the same, and construction method of submerged tunnel
JP3220811B2 (en) Waterproof packing for resin corrugated pipe fittings
JP2002256580A (en) Manhole structure, cut-off flexible joint for manhole, and construction method for manhole structure
US4060993A (en) Water seal packing for sealing water at the coupling portion of underwater structures
JPH03472Y2 (en)
JP3384752B2 (en) Rubber gasket and joint structure of shaft shaft of underground tunnel using it
JP2714919B2 (en) Self-healing composite sheet for water barrier
JP4223234B2 (en) Pipe connection structure and waterproof flexible joint
CN221524874U (en) Flexible gap structure suitable for tunnel passes through movable fracture section
JPH09329277A (en) Water cutoff flexible coupling and mounting method therefor
JP3012179B2 (en) String-like elastomer composite suitable for long-term use as packing, sealing, and cushioning materials
JP7778379B2 (en) Manhole joint structure and construction method
CN220488510U (en) Elastic rear-mounted water stop hoop
JP4942267B2 (en) Water stop material and water stop method
JPH0545386U (en) Composite rubber packing for water stop device
JP6625881B2 (en) Band-shaped rubber member, repair member, inner surface repair structure of existing pipeline
JPS644914Y2 (en)
JPH06129579A (en) Flexible fitting

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees