JP2014185715A - Polyethylene sleeve for preventing pipe erosion - Google Patents

Polyethylene sleeve for preventing pipe erosion Download PDF

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JP2014185715A
JP2014185715A JP2013061710A JP2013061710A JP2014185715A JP 2014185715 A JP2014185715 A JP 2014185715A JP 2013061710 A JP2013061710 A JP 2013061710A JP 2013061710 A JP2013061710 A JP 2013061710A JP 2014185715 A JP2014185715 A JP 2014185715A
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pipe
sleeve
water
polyethylene
polyethylene sleeve
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Masahiko Yao
昌彦 八尾
Hideki Otsu
秀樹 大津
Koji Nakamoto
光二 中本
Yoshinobu Yamada
祥延 山田
Yoshikazu Nishihara
佳和 西原
Ryo Shishido
了 宍戸
Takaaki Deguchi
隆亮 出口
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Kurimoto Ltd
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Kurimoto Ltd
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Abstract

PROBLEM TO BE SOLVED: To prevent breakage of a polyethylene sleeve and erosion of a pipe caused by water intrusion from an end.SOLUTION: In a polyethylene sleeve 11 for preventing pipe erosion covered on an outer periphery of a pipe 1 buried underground, a water-absorbing swelling material 22 is provided on an inner peripheral side of a basic sleeve material 21 constituting an outer layer, and the water-absorbing swelling material 22 is sandwiched between the basic sleeve 21 and the pipe 1. The water-absorbing swelling material 22 on the inner peripheral side of the basic sleeve material 21 functions as a seal material, and thus, water intrusion from an end of the polyethylene sleeve 11 can be prevented. Even when breakage occurs in the basic sleeve material 21, the water-absorbing swelling material 22 swells by intrusion of groundwater, and functions as a self-repair material for closing the breakage, and therefore, water shielding performance can be maintained, and erosion of the pipe 1 can be prevented.

Description

この発明は、地中に埋設される管を腐蝕から保護するポリエチレンスリーブに関するものである。   The present invention relates to a polyethylene sleeve for protecting a pipe embedded in the ground from corrosion.

例えば、水道管として鋳鉄管等の金属製の管を地中に埋設する場合、腐食性土壌との接触や地下水の影響による管の腐蝕を防止するため、管の外周にポリエチレンスリーブを被せ、管同士を継手部で接続することにより、地面の開削部に管路を構成し、土砂を管路に被せて埋め戻す工法が実施されている。   For example, when a metal pipe such as a cast iron pipe is buried in the ground as a water pipe, in order to prevent corrosion of the pipe due to contact with corrosive soil or the influence of groundwater, a polyethylene sleeve is put on the outer periphery of the pipe, and the pipe By connecting each other with a joint part, a pipe line is formed in the excavated part of the ground, and a method of backfilling earth and sand by covering the pipe line is performed.

この工法において、土砂を埋め戻す際、継手部のように外周に大きな段差を伴う凹凸がある部分では、投入土砂の衝撃や重量によってポリエチレンスリーブに破口が生じ、その破口から地下水がポリエチレンスリーブと管の間に侵入したり、腐植土壌が管に直接接触したりして、防蝕効果が低下するおそれがある。   In this construction method, when the earth and sand are backfilled, a part of the outer periphery with a large step, such as a joint, has a rupture in the polyethylene sleeve due to the impact and weight of the input earth and sand, and the groundwater flows from the rupture into the polyethylene sleeve. There is a risk that the anticorrosion effect may be reduced due to intrusion between the pipe and the humus soil directly in contact with the pipe.

このような現象への対策として、下記特許文献1においては、図5に示すように、管1の外周をポリエチレンスリーブ50で被覆し、ポリエチレンスリーブ50の両端部を緊締具51で巻き締め、継手部2には、管軸方向に延びる切目で分割されたプラスチック製のカバー52を弾性変形させて外嵌し、復元させたカバー52の分割部分に係止具53を嵌めて、カバー52の分割部分を閉じ、カバー52の両端部を緊締具54で巻き締める防蝕構造が提案されている。   As a countermeasure against such a phenomenon, in Patent Document 1 below, as shown in FIG. 5, the outer periphery of the tube 1 is covered with a polyethylene sleeve 50, and both ends of the polyethylene sleeve 50 are wound and tightened with a fastening tool 51. A plastic cover 52 divided by cuts extending in the tube axis direction is elastically deformed and externally fitted to the portion 2, and a locking member 53 is fitted to the restored divided portion of the cover 52, so that the cover 52 is divided. A corrosion-proof structure has been proposed in which the portion is closed and both ends of the cover 52 are wound up with the fasteners 54.

この防蝕構造では、管1を継手部2で接続した後に、カバー52を外嵌することができるため、施工性が良好となり、また、カバー52を厚く形成できるため、埋め戻し時に土砂の衝撃が作用しても、カバー52に破口が生じにくくなるとされている。   In this anticorrosion structure, the cover 52 can be externally fitted after the pipe 1 is connected by the joint portion 2, so that the workability is good, and the cover 52 can be formed thick, so that the impact of earth and sand during backfilling is reduced. Even if it acts, it is supposed that a breakage is unlikely to occur in the cover 52.

特開平7−253190号公報JP-A-7-253190

しかしながら、上記特許文献1に記載されたような管の防蝕構造においても、埋め戻される土砂に混入したコンクリート片等の衝突や、管路が深い場合に大きな落差で投入される土砂の落下衝撃によって、カバー52に損傷による破口が生じることがある。   However, even in the anticorrosion structure of the pipe as described in Patent Document 1, due to the collision of concrete pieces mixed in the earth and sand to be backfilled, or the drop impact of the earth and sand thrown in with a large drop when the pipe is deep The cover 52 may be broken due to damage.

また、緊締具51,54によるポリエチレンスリーブ50及びカバー52の巻き締めだけでは、ポリエチレンスリーブ50やカバー52の端部からの浸水を完全に防止できないという問題もある。   Further, there is a problem that the water immersion from the end portions of the polyethylene sleeve 50 and the cover 52 cannot be completely prevented only by winding the polyethylene sleeve 50 and the cover 52 with the fasteners 51 and 54.

そこで、この発明は、ポリエチレンスリーブの破口や端部からの浸水による管の腐蝕を防止することを課題とする。   Accordingly, an object of the present invention is to prevent corrosion of a pipe due to water breakage from a polyethylene sleeve break or end.

上記課題を解決するため、この発明は、地中に埋設する管の外周に被せる管防蝕用ポリエチレンスリーブにおいて、外層をなすポリエチレン製の基本スリーブ材の内周側に吸水膨潤材を設け、吸水膨潤材が基本スリーブ材と管の間に挟まれるようにしたのである。   In order to solve the above-mentioned problems, the present invention provides a polyethylene sleeve for pipe corrosion protection that covers the outer circumference of a pipe embedded in the ground, and a water-absorbing swelling material is provided on the inner circumference side of a polyethylene basic sleeve material that forms the outer layer. The material was sandwiched between the basic sleeve material and the tube.

また、基本スリーブ材の内周面に、吸水膨潤材を重ね合わせて固着し、さらに、防蝕性向上の必要に応じて、吸水膨潤材の内周面に、ポリエチレン製の基本スリーブ材を重ね合わせて固着したのである。   In addition, a water-absorbing swelling material is superposed on and fixed to the inner peripheral surface of the basic sleeve material, and a polyethylene basic sleeve material is laminated on the inner peripheral surface of the water-absorbing swelling material as necessary to improve corrosion resistance. And stuck.

この吸水膨潤材としては、ベントナイト、水膨張性アクリル樹脂、吸水性ポリウレタン樹脂又はビニルアルコール/アクリル酸塩共重合体を機能材料としてマット状に加工したものを使用する。   As this water-absorbing swelling material, bentonite, water-expandable acrylic resin, water-absorbing polyurethane resin or vinyl alcohol / acrylate copolymer processed into a mat shape as a functional material is used.

そして、管の外周に被せるポリエチレンスリーブを、基本スリーブ材の内周面全体に亘って吸水膨潤材が重なり合うものとし、管路全体の防蝕性向上を図ったのである。   The polyethylene sleeve that covers the outer periphery of the pipe is made to overlap the water-absorbing swelling material over the entire inner peripheral surface of the basic sleeve material, thereby improving the corrosion resistance of the entire pipe line.

また、施工性及び経済性を考慮して、基本スリーブ材の継手部に対応する部分にのみ吸水膨潤材が重なり合うものとし、或いは、余剰部を折り畳んで管に被せる基本スリーブ材の折畳部の入口付近にのみ吸水膨潤材が重なり合うものとしたのである。   Also, in consideration of workability and economic efficiency, the water-absorbing swelling material should be overlapped only in the portion corresponding to the joint portion of the basic sleeve material, or the folding portion of the basic sleeve material that covers the pipe by folding the surplus portion. The water-absorbing swelling material overlaps only near the entrance.

このポリエチレンスリーブでは、ポリエチレン製の基本スリーブ材の内周側に設けた吸水膨潤材がシール材として機能するので、端部からの浸水が防止される。   In this polyethylene sleeve, the water-absorbing swelling material provided on the inner peripheral side of the polyethylene basic sleeve material functions as a sealing material, so that water from the end is prevented.

また、基本スリーブ材に破口が生じても、吸水膨潤材が地下水等の浸水により膨潤し、破口を塞ぐ自己修復材として機能するので、遮水性能が維持され、管の腐蝕を防止することができる。   In addition, even if a breakage occurs in the basic sleeve material, the water-absorbing swelling material swells due to inundation such as ground water and functions as a self-healing material that closes the breakage, so that the water shielding performance is maintained and corrosion of the pipe is prevented. be able to.

この発明に係るポリエチレンスリーブであって、(a)2層別体型、(b)2層一体型、(c)3層一体型の実施形態を示す一部拡大縦断側面図The polyethylene sleeve which concerns on this invention, Comprising: The partially expanded vertical side view which shows embodiment of (a) 2 layer separate type | mold, (b) 2 layer integrated type, (c) 3 layer integrated type 同上の基本スリーブ材の内周面全体に吸水膨潤材を設けたポリエチレンスリーブによる防蝕構造[実施形態1]を示す一部拡大縦断側面図Partially enlarged longitudinal sectional side view showing a corrosion prevention structure [Embodiment 1] by a polyethylene sleeve in which a water-absorbing swelling material is provided on the entire inner peripheral surface of the basic sleeve material same as above. 同上の管の継手部に対応する部分にのみ吸水膨潤材を設けたポリエチレンスリーブによる防蝕構造[実施形態2]を示す一部拡大縦断側面図Partially enlarged longitudinal side view showing a corrosion-proof structure [Embodiment 2] by a polyethylene sleeve provided with a water-absorbing swelling material only in a portion corresponding to the joint portion of the pipe 同上の折畳部の入口付近にのみ吸水膨潤材を設けたポリエチレンスリーブによる防蝕構造[実施形態3]を示す(a)一部拡大縦断側面図、(b)A矢視断面図(A) Partially enlarged longitudinal side view, (b) A cross-sectional view taken along arrow A, showing a corrosion-proof structure [Embodiment 3] by a polyethylene sleeve provided with a water-absorbing swelling material only in the vicinity of the entrance of the foldable portion. 特許文献1に記載の管の防蝕構造を示す一部縦断側面図Partially longitudinal side view showing the corrosion prevention structure of a pipe described in Patent Document 1

以下、この発明の実施形態を添付図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the accompanying drawings.

図1は、この発明に係るポリエチレンスリーブ11,12の積層構造となる部分を拡大して示す断面図である。   FIG. 1 is an enlarged cross-sectional view showing a portion of a laminated structure of polyethylene sleeves 11 and 12 according to the present invention.

これらのポリエチレンスリーブ11,12は、上下水道などに用いられるダクタイル鋳鉄管等の金属製の管1を腐蝕から保護するため、その外周に被せられるものである。   These polyethylene sleeves 11 and 12 are placed on the outer periphery of the metal sleeve 1 to protect it from corrosion, such as a ductile cast iron pipe used for water and sewerage.

図1(a)及び(b)は、2層構造のポリエチレンスリーブ11を示す。これらのポリエチレンスリーブ11は、基本スリーブ材21の内周側に吸水膨潤材22を設け、吸水膨潤材22が基本スリーブ材21と管1の間に挟まれるようにしたものである。   1A and 1B show a polyethylene sleeve 11 having a two-layer structure. These polyethylene sleeves 11 are provided with a water-absorbing swelling material 22 on the inner peripheral side of the basic sleeve material 21 so that the water-absorbing swelling material 22 is sandwiched between the basic sleeve material 21 and the pipe 1.

このうち、図1(a)に示すポリエチレンスリーブ11は、基本スリーブ材21と吸水膨潤材22とを別体としたものであり、施工に際し、管1の外周をまず吸水膨潤材22で覆い、その外側に基本スリーブ材21を被せる。   Among these, the polyethylene sleeve 11 shown in FIG. 1 (a) is one in which the basic sleeve material 21 and the water-absorbing swelling material 22 are separated, and the outer periphery of the tube 1 is first covered with the water-absorbing swelling material 22 during construction. The basic sleeve material 21 is put on the outside.

図1(b)に示すポリエチレンスリーブ11は、基本スリーブ材21と吸水膨潤材22とを予め重ね合わせ、接着剤等で固着したものであり、施工に際し、これらを一体として管1の外周に被せる。   The polyethylene sleeve 11 shown in FIG. 1 (b) is obtained by superimposing a basic sleeve material 21 and a water-absorbing swelling material 22 in advance and fixing them with an adhesive or the like. .

図1(c)は、3層構造のポリエチレンスリーブ12を示し、このポリエチレンスリーブ12は、外層をなす基本スリーブ材21の内周面に吸水膨潤材22を重ね合わせて接着剤等で固着し、さらに、吸水膨潤材22の内周面に、内層をなす基本スリーブ材21を重ね合わせて接着剤等で固着したものである。   FIG. 1C shows a polyethylene sleeve 12 having a three-layer structure. The polyethylene sleeve 12 has a water-absorbing swelling material 22 superimposed on an inner peripheral surface of a basic sleeve material 21 forming an outer layer, and is fixed with an adhesive or the like. Further, the basic sleeve material 21 forming the inner layer is superposed on the inner peripheral surface of the water-absorbing swelling material 22 and fixed with an adhesive or the like.

このように、ポリエチレンスリーブ11,12は、基本スリーブ材21と吸水膨潤材22とを積層したものであり、基本スリーブ材21としては、メタロセン触媒等を用いて製造された一般的な単層のポリエチレンシートが使用される。   Thus, the polyethylene sleeves 11 and 12 are obtained by laminating the basic sleeve material 21 and the water-absorbing swelling material 22, and the basic sleeve material 21 is a general single-layer manufactured using a metallocene catalyst or the like. A polyethylene sheet is used.

吸水膨潤材22としては、ベントナイト、水膨張性アクリル樹脂、吸水性ポリウレタン樹脂又はビニルアルコール/アクリル酸塩共重合体を機能材料としてマット状に加工したものが使用される。   As the water-absorbing swelling material 22, bentonite, water-expandable acrylic resin, water-absorbing polyurethane resin or vinyl alcohol / acrylate copolymer processed into a mat shape is used.

図2〜図4は、上記2層一体型のポリエチレンスリーブ11を使用した場合における防蝕構造の実施形態1乃至3を、管1同士を継手部2で継ぎ合わせる部分について示している。なお、管1の内周面には、セメントモルタルやエポキシ樹脂等のライニング1aが施されている。   FIGS. 2 to 4 show the first to third embodiments of the anticorrosion structure in the case where the two-layer integrated polyethylene sleeve 11 is used, with respect to a portion where the pipes 1 are joined together by the joint portion 2. Note that the inner peripheral surface of the pipe 1 is provided with a lining 1a such as cement mortar or epoxy resin.

図2に示す実施形態1では、ポリエチレンスリーブ11として、基本スリーブ材21の内周面全体に亘ってシート状の吸水膨潤材22が重なり合う長尺のものを使用する。   In Embodiment 1 shown in FIG. 2, the polyethylene sleeve 11 is a long one in which the sheet-like water-absorbing swelling material 22 overlaps the entire inner peripheral surface of the basic sleeve material 21.

そして、管1のそれぞれの胴部(直部)の外周に、管軸方向に亘ってポリエチレンスリーブ11を被せ、一方の管1を覆うポリエチレンスリーブ11を、その管1の端部よりも長く延びるものとし、この延長部分を継手部2に被せると共に、継手部2を乗り越えて他方の管1に被せ、ポリエチレンスリーブ11の端部及び継手部2に臨む部分をゴムバンド等の緊締具30で巻き締める。   And the polyethylene sleeve 11 is put on the outer periphery of each trunk | drum (straight part) of the pipe | tube 1 over a pipe-axis direction, and the polyethylene sleeve 11 which covers one pipe | tube 1 is extended longer than the edge part of the pipe | tube 1. The extension portion is covered with the joint portion 2, over the joint portion 2 and over the other pipe 1, and the end portion of the polyethylene sleeve 11 and the portion facing the joint portion 2 are wound with a fastener 30 such as a rubber band. Tighten.

このようなポリエチレンスリーブ11を使用すると、外層をなすポリエチレン製の基本スリーブ材21の内周側に設けた吸水膨潤材22がシール材として機能するので、ポリエチレンスリーブ11の端部からの浸水が防止される。   When such a polyethylene sleeve 11 is used, the water absorbing / swelling material 22 provided on the inner peripheral side of the polyethylene basic sleeve material 21 forming the outer layer functions as a sealing material, so that water from the end of the polyethylene sleeve 11 is prevented. Is done.

また、基本スリーブ材21に破口が生じても、吸水膨潤材22が地下水等の浸水により膨潤し、破口を塞ぐ自己修復材として機能するので、遮水性能が維持され、管1の腐蝕を防止することができる。   Further, even if a breakage occurs in the basic sleeve material 21, the water-absorbing swelling material 22 swells due to inundation such as ground water and functions as a self-repairing material that closes the breakage, so that the water shielding performance is maintained and the pipe 1 is corroded. Can be prevented.

さらに、この実施形態では、ポリエチレンスリーブ11が凹凸のある継手部2だけでなく、管1の胴部も覆っていることから、管路を全体的に腐蝕から保護することができ、土被りが深く、埋設時の土砂による落下衝撃が大きい場合や、腐蝕性の強い土壌に管1を埋設する場合にも、対応することができる。   Further, in this embodiment, since the polyethylene sleeve 11 covers not only the uneven joint portion 2 but also the body portion of the pipe 1, the pipe line can be protected from corrosion as a whole, and the earth covering is prevented. It is also possible to cope with a case where the drop impact due to earth and sand during embedding is large or when the pipe 1 is embedded in highly corrosive soil.

そのほか、基本スリーブ材21と吸水膨潤材22とが一体となっていることから、迅速に施工することができる。ただし、基本スリーブ材21と吸水膨潤材22が厚手で重く、また、長尺で施工しにくい場合には、図1(a)に示すような2層別体型のポリエチレンスリーブ11を使用し、吸水膨潤材22及び基本スリーブ材21を管1の外周に順次被せるようにすればよい。   In addition, since the basic sleeve material 21 and the water-absorbing swelling material 22 are integrated, the construction can be performed quickly. However, if the basic sleeve material 21 and the water-absorbing swelling material 22 are thick and heavy, and are long and difficult to construct, a two-layered polyethylene sleeve 11 as shown in FIG. The swelling material 22 and the basic sleeve material 21 may be sequentially covered on the outer periphery of the tube 1.

次に、図3に示す実施形態2では、ポリエチレンスリーブ11として、基本スリーブ材21の継手部2に対応する部分にのみシート状の吸水膨潤材22が重なり合い、基本スリーブ材21も継手部2及びその付近だけに被さる短尺のものを使用する。   Next, in the second embodiment shown in FIG. 3, as the polyethylene sleeve 11, the sheet-like water-absorbing swelling material 22 overlaps only in the portion corresponding to the joint portion 2 of the basic sleeve material 21. Use a short one that covers only the vicinity.

この場合、管1のそれぞれの胴部の外周に被せるポリエチレンスリーブ50は、従来の積層構造でないものを使用し、ポリエチレンスリーブ11の吸水膨潤材22を継手部2の突出部分に沿わせ、両端部の基本スリーブ材21が単層となった部分を各管1のポリエチレンスリーブ50の外周に被せ、この部分をゴムバンド等の緊締具30で巻き締める。   In this case, the polyethylene sleeve 50 that covers the outer periphery of each barrel portion of the tube 1 is not a conventional laminated structure, the water-absorbing swelling material 22 of the polyethylene sleeve 11 is placed along the protruding portion of the joint portion 2, and both end portions A portion where the basic sleeve material 21 becomes a single layer is placed on the outer periphery of the polyethylene sleeve 50 of each tube 1, and this portion is wound with a fastening tool 30 such as a rubber band.

この実施形態では、外周に段差の大きい凹凸があり破口が生じやすい継手部2のみを、管軸方向の長さが短い2層構造のポリエチレンスリーブ11で覆うので、施工が容易で、防蝕に要する資材コストも抑制することができる。   In this embodiment, since only the joint portion 2 that has a large unevenness on the outer periphery and easily breaks is covered with the polyethylene sleeve 11 having a two-layer structure with a short length in the tube axis direction, the construction is easy and corrosion-resistant. The required material cost can also be suppressed.

次に、図4に示す実施形態3では、ポリエチレンスリーブ11として、管1の設置状態における上部で折り畳んだ基本スリーブ材21の折畳部21aにおいて、基本スリーブ材21同士がポリエチレンスリーブ11の内部空間に連通して接触する基点側の部分、すなわち折畳部21aの入口部21b付近にのみ、棒状の吸水膨潤材22が重なり合うものを使用する。   Next, in Embodiment 3 shown in FIG. 4, as the polyethylene sleeve 11, the basic sleeve material 21 is an internal space of the polyethylene sleeve 11 in the folded portion 21 a of the basic sleeve material 21 folded at the upper part in the installed state of the tube 1. A portion in which the rod-like water-absorbing swelling material 22 overlaps is used only at the base-point side portion that communicates with and contacts, that is, in the vicinity of the inlet portion 21b of the folding portion 21a.

この場合、一方の管1を覆うポリエチレンスリーブ11を、継手部2を乗り越えて他方の管1に被せ、他方の管1の外周にも同様にポリエチレンスリーブ50を被せておき、ポリエチレンスリーブ11,50の端部及び継手部2に臨む位置をゴムバンド等の緊締具30で巻き締める。   In this case, a polyethylene sleeve 11 that covers one of the pipes 1 is placed over the other pipe 1 over the joint portion 2, and the polyethylene sleeve 50 is similarly covered over the outer circumference of the other pipe 1. The position facing the end portion and the joint portion 2 is tightened with a fastener 30 such as a rubber band.

この実施形態では、埋め戻される土砂が落下に伴い衝突する管1の上部において、基本スリーブ材21に破口が生じても、折畳部21aから下方への浸水が吸水膨潤材22で阻止されるので、僅かな吸水膨潤材22を使用するだけで、遮水効果を得ることができ、管1の腐蝕を防止することができる。   In this embodiment, even when a breakage occurs in the basic sleeve material 21 in the upper part of the pipe 1 where the earth and sand to be backfilled collide with falling, the water absorption swelling material 22 prevents water from flowing downward from the folding portion 21a. Therefore, the water shielding effect can be obtained and the corrosion of the tube 1 can be prevented only by using a slight amount of the water-absorbing swelling material 22.

なお、上記実施形態1〜3では、2層構造のポリエチレンスリーブ11を使用した場合について例示したが、3層構造のポリエチレンスリーブ12を使用する場合についても、同様の防蝕構造とし、さらに遮水性能を高めることができる。   In the first to third embodiments, the case where the polyethylene sleeve 11 having the two-layer structure is used has been exemplified. However, the case where the polyethylene sleeve 12 having the three-layer structure is used has the same anticorrosion structure and further has a water shielding performance. Can be increased.

1 管
1a ライニング
2 継手部
11,12 ポリエチレンスリーブ
21 基本スリーブ材
21a 折畳部
21b 入口部
22 吸水膨潤材
30 緊締具
50 ポリエチレンスリーブ
DESCRIPTION OF SYMBOLS 1 Pipe 1a Lining 2 Joint part 11,12 Polyethylene sleeve 21 Basic sleeve material 21a Folding part 21b Inlet part 22 Water absorption swelling material 30 Fastening tool 50 Polyethylene sleeve

Claims (7)

地中に埋設する管(1)の外周に被せる管防蝕用ポリエチレンスリーブにおいて、外層をなすポリエチレン製の基本スリーブ材(21)の内周側に吸水膨潤材(22)を設け、吸水膨潤材(22)が基本スリーブ材(21)と管(1)の間に挟まれるようにしたことを特徴とする管防蝕用ポリエチレンスリーブ。   In the polyethylene sleeve for pipe corrosion protection that covers the outer periphery of the pipe (1) buried in the ground, a water-absorbing swelling material (22) is provided on the inner circumference side of the polyethylene basic sleeve material (21) forming the outer layer, A polyethylene sleeve for pipe corrosion prevention, characterized in that 22) is sandwiched between the basic sleeve material (21) and the pipe (1). 請求項1に記載のポリエチレンスリーブにおいて、基本スリーブ材(21)の内周面に、吸水膨潤材(22)を重ね合わせて固着したことを特徴とする管防蝕用ポリエチレンスリーブ。   The polyethylene sleeve for pipe corrosion prevention according to claim 1, wherein a water-absorbing swelling material (22) is superposed and fixed on the inner peripheral surface of the basic sleeve material (21). 請求項2に記載のポリエチレンスリーブにおいて、吸水膨潤材(22)の内周面に、さらにポリエチレン製の基本スリーブ材(21)を重ね合わせて固着したことを特徴とする管防蝕用ポリエチレンスリーブ。   The polyethylene sleeve for pipe corrosion prevention according to claim 2, wherein a polyethylene basic sleeve material (21) is further overlapped and fixed to the inner peripheral surface of the water-absorbing swelling material (22). 請求項1乃至3のいずれかに記載のポリエチレンスリーブにおいて、吸水膨潤材(22)として、ベントナイト、水膨張性アクリル樹脂、吸水性ポリウレタン樹脂又はビニルアルコール/アクリル酸塩共重合体を機能材料としてマット状に加工したものを使用したことを特徴とする管防蝕用ポリエチレンスリーブ。   4. The polyethylene sleeve according to claim 1, wherein bentonite, water-swellable acrylic resin, water-absorbing polyurethane resin, or vinyl alcohol / acrylate copolymer is used as the water-absorbing swelling material (22) as a functional material. Polyethylene sleeve for pipe corrosion prevention, characterized by using a processed product. 請求項1乃至4のいずれかに記載のポリエチレンスリーブを使用した管の防蝕構造であって、管(1)の外周に被せるポリエチレンスリーブを、基本スリーブ材(21)の内周面全体に亘って吸水膨潤材(22)が重なり合うものとしたことを特徴とする管の防蝕構造。   A pipe corrosion-proof structure using the polyethylene sleeve according to any one of claims 1 to 4, wherein the polyethylene sleeve is placed over the outer periphery of the pipe (1) over the entire inner peripheral surface of the basic sleeve material (21). An anticorrosive structure for a pipe, characterized in that the water-absorbing swelling material (22) overlaps. 請求項1乃至4のいずれかに記載のポリエチレンスリーブを使用した管の防蝕構造であって、継手部(2)で継ぎ合わされる管(1)の外周に被せるポリエチレンスリーブを、基本スリーブ材(21)の継手部(2)に対応する部分にのみ吸水膨潤材(22)が重なり合うものとしたことを特徴とする管の防蝕構造。   A pipe anti-corrosion structure using the polyethylene sleeve according to any one of claims 1 to 4, wherein a polyethylene sleeve that covers the outer periphery of the pipe (1) joined by the joint (2) is a basic sleeve material (21 The water-absorbing swelling material (22) overlaps only in the portion corresponding to the joint portion (2). 請求項1乃至4のいずれかに記載のポリエチレンスリーブを使用した管の防蝕構造であって、管(1)の外周に余剰部を折り畳んで被せるポリエチレンスリーブを、基本スリーブ材(21)の折畳部(21a)の入口部(21b)付近にのみ吸水膨潤材(22)が重なり合うものとしたことを特徴とする管の防蝕構造。   A pipe anti-corrosion structure using the polyethylene sleeve according to any one of claims 1 to 4, wherein the polyethylene sleeve is covered with an extra portion folded on the outer periphery of the pipe (1). A pipe corrosion-proof structure characterized in that the water-absorbing swelling material (22) overlaps only in the vicinity of the inlet portion (21b) of the portion (21a).
JP2013061710A 2013-03-25 2013-03-25 Polyethylene sleeve for preventing pipe erosion Pending JP2014185715A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20190103586A1 (en) * 2017-09-30 2019-04-04 Boe Technology Group Co., Ltd. Display device and packaging method thereof, display apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20190103586A1 (en) * 2017-09-30 2019-04-04 Boe Technology Group Co., Ltd. Display device and packaging method thereof, display apparatus
US10658618B2 (en) * 2017-09-30 2020-05-19 Boe Technology Group Co., Ltd. Display device and packaging method thereof, display apparatus

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