JP2021095989A - Embedded pipe protective material and embedded pipe protection method - Google Patents

Embedded pipe protective material and embedded pipe protection method Download PDF

Info

Publication number
JP2021095989A
JP2021095989A JP2019229610A JP2019229610A JP2021095989A JP 2021095989 A JP2021095989 A JP 2021095989A JP 2019229610 A JP2019229610 A JP 2019229610A JP 2019229610 A JP2019229610 A JP 2019229610A JP 2021095989 A JP2021095989 A JP 2021095989A
Authority
JP
Japan
Prior art keywords
pipe
pipe material
protective
plate
buried
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
JP2019229610A
Other languages
Japanese (ja)
Other versions
JP6901093B2 (en
Inventor
学史 塩谷
Gakushi Shiotani
学史 塩谷
俊彰 安達
Toshiaki Adachi
俊彰 安達
健太郎 香川
Kentaro Kagawa
健太郎 香川
拓也 本田
Takuya Honda
拓也 本田
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 Gas Co Ltd
Daito Denzai Co Ltd
Original Assignee
Toho Gas Co Ltd
Daito Denzai 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 Gas Co Ltd, Daito Denzai Co Ltd filed Critical Toho Gas Co Ltd
Priority to JP2019229610A priority Critical patent/JP6901093B2/en
Publication of JP2021095989A publication Critical patent/JP2021095989A/en
Application granted granted Critical
Publication of JP6901093B2 publication Critical patent/JP6901093B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

To provide an embedded pipe protective material which is good in workability and high in transportation property.SOLUTION: An embedded pipe protective material 100 is configured to protect a pipe material 10 embedded in the ground. Firstly, the embedded pipe protective material comprises a pair of side face protective plates 110 which cover at least 1/4 of a peripheral length of an outer periphery of the pipe material 10, and the side face protective plates 110 have: a circular arc part 111 such that an inner surface side facing the pipe material 10 is formed in a circular arc shape; and an upper linear part 112 and a lower linear part 113 which correspond to a linear part extended from an end part of the circular arc part 111 respectively and having two parallel faces, at least one of the upper linear part 112 and lower linear part 113 having a bing part 114, wherein the pair of the side face protective plates 110 face each other across the pipe material 10 with a protective sheet 20 wound around a circumference of the pipe material 10, and are connected with a binding cord 120 that the binding part 114 comprises, and an upper protective plate 130 is arranged a predetermined gap above the pipe material 10 across earth and sand 60.SELECTED DRAWING: Figure 1

Description

本発明は、他工事などが行われた際に誤って地中に埋設されているPE管などを傷つけることを防ぐための保護材に関する。 The present invention relates to a protective material for preventing accidentally damaging a PE pipe or the like buried in the ground when other works or the like are performed.

ガスなどの流体を運ぶための配管は、従来、鋳鉄管など金属製の鋳造品が主に使われていたが、近年では金属管に代えてPE管などの樹脂管が用いられるようになってきている。これは、地震や不等沈下などの地盤変位に十分に追随できる強度があるうえ、現場の施工性に優れるためである。しかしながら、地中に埋設されている配管付近で工事された場合に重機などが誤って埋設配管を傷つけるケースが想定され、埋設された配管が樹脂管であった場合には、金属管よりも容易に損傷してガス漏れなどに繋がる虞がある。このため、これを保護する方法が検討されてきている。 Conventionally, metal castings such as cast iron pipes have been mainly used for piping for carrying fluids such as gas, but in recent years, resin pipes such as PE pipes have been used instead of metal pipes. ing. This is because it has sufficient strength to follow the ground displacement such as earthquakes and uneven subsidence, and it is excellent in workability at the site. However, it is assumed that heavy machinery may accidentally damage the buried pipe when the work is done near the pipe buried in the ground, and if the buried pipe is a resin pipe, it is easier than a metal pipe. It may be damaged and lead to gas leakage. Therefore, a method for protecting this has been studied.

特許文献1には、地中埋設配管用保護材に関する技術が開示されている。地中に埋設された管材の外周を、横断面優弧状でかつ所定の長さを有する熱可塑性プラスチック成形品からなる保護材本体と、保護材本体に接合されてその外周面を覆う化学繊維編織布からなるカバーで覆っている。この際、保護材本体の周方向の長さは管材の外周の長さの2/3以上としておくことが望ましく、その内径は管材の外径にほぼ等しくなっていることが望ましい。つまり、管材に保護材本体を装着した際に、管材の外周に保護材本体が隙間無く密着することが望ましい。 Patent Document 1 discloses a technique relating to a protective material for underground pipes. A protective material main body made of a thermoplastic plastic molded product having a cross section of a superior arc shape and a predetermined length, and a chemical fiber knitting that is joined to the protective material main body to cover the outer peripheral surface of the pipe material buried in the ground. It is covered with a cloth cover. At this time, it is desirable that the length of the protective material body in the circumferential direction is ⅔ or more of the length of the outer circumference of the pipe material, and the inner diameter thereof is substantially equal to the outer diameter of the pipe material. That is, when the protective material main body is attached to the pipe material, it is desirable that the protective material main body adheres to the outer circumference of the pipe material without any gap.

特許文献2には、管路防護構造に関する技術が開示されている。地中に埋設された管材の外表面に、衝撃力の緩和と掘削部材が滑動できる性質を備えた保護シート材を複数積層して巻き付け、バンド部材によって管材に固定する。この際、保護シート材は、ポリエチレンやポリプロピレン等の合成樹脂製の繊維を編み込んだテープ、或いは織り込んだ布材で構成され、複層に折り畳んだり或いは単一のものを積層したりするものを用いる。 Patent Document 2 discloses a technique relating to a pipeline protection structure. A plurality of protective sheet materials having the property of reducing impact force and allowing the excavation member to slide are laminated and wound around the outer surface of the pipe material buried in the ground, and fixed to the pipe material by the band member. At this time, the protective sheet material is composed of a tape woven with fibers made of synthetic resin such as polyethylene or polypropylene, or a woven cloth material, and is used which is folded into multiple layers or laminated with a single material. ..

特許文献3には、管路防護構造に関する技術が開示されている。地中に埋設された管材の外表面に掘削機械などの掘削部材による衝撃力を緩和する保護シートが巻き付けられて装着されていると共に、保護シートの上部に標識シートが敷設されている。保護シートはポリエチレンやポリプロピレン等の合成樹脂繊維で編織された耐久性のある布材であり、標識シートは、耐久性材料よりなる板材で表面にフッ素樹脂などの高平滑性材料が塗着され、目立つ色調のものが良い。 Patent Document 3 discloses a technique relating to a pipeline protection structure. A protective sheet that cushions the impact force of excavating members such as excavating machines is wrapped around the outer surface of the pipe material buried in the ground and attached, and a sign sheet is laid on top of the protective sheet. The protective sheet is a durable cloth material woven from synthetic resin fibers such as polyethylene and polypropylene, and the labeling sheet is a plate material made of a durable material, and the surface is coated with a highly smooth material such as fluororesin. The one with a conspicuous color is good.

特許2000−146081号公報Japanese Patent No. 2000-146081 特許2000−249257号公報Japanese Patent No. 2000-249257 特許2001−355758号公報Japanese Patent No. 2001-355758

しかしながら、特許文献1に記載される技術を用いる場合、施工性や運搬に問題があると考えられる。特許文献1では、保護材本体として熱可塑性プラスチック成形品が用いられることとなっているが、埋設された管材を保護するためには所定の区間を防護するために多数の保護材本体を運搬せねばならない。しかし、運搬するにあたり防護する管材よりも大きな径を有する横断面優弧状の部材であるため、多くの体積を要すると考えられる。また、保護材本体を重ねて積載した場合には変形が懸念され、現場での施工性を損なう懸念がある。 However, when the technique described in Patent Document 1 is used, it is considered that there is a problem in workability and transportation. In Patent Document 1, a thermoplastic molded product is used as the protective material main body, but in order to protect the buried pipe material, a large number of protective material main bodies should be transported in order to protect a predetermined section. I have to. However, since it is a member having a superior arc shape in cross section having a diameter larger than that of the pipe material to be protected for transportation, it is considered that a large volume is required. Further, when the protective material main bodies are stacked and loaded, there is a concern that the protective material body may be deformed, which may impair the workability at the site.

一方で、特許文献2及び特許文献3に示される様な保護シートを用いる場合には、折り畳んで持ち運ぶことが可能ではあるが、保護シートのみで管材を保護する形であるために、重機による強い力がかかった場合に保護しきれない懸念がある。 On the other hand, when the protective sheet as shown in Patent Document 2 and Patent Document 3 is used, it can be folded and carried, but since the tube material is protected only by the protective sheet, it is strong due to heavy machinery. There is a concern that it cannot be protected when force is applied.

そこで、本発明はこの様な課題を解決する為に、施工性がよく運搬性の高い埋設配管保護材の提供を行うことを目的とする。 Therefore, an object of the present invention is to provide a buried pipe protective material having good workability and high transportability in order to solve such a problem.

前記目的を達成するために、本発明の一態様による埋設配管保護材は、以下のような特徴を有する。 In order to achieve the above object, the buried pipe protective material according to one aspect of the present invention has the following features.

(1)地中に埋設された管材を保護する埋設配管保護材において、前記管材の外周に沿って一部を覆う、対となる側面防護板を備え、前記側面防護板は、前記管材に面する内面側が円弧状に形成された円弧部と、該円弧部の端部からそれぞれ延設され平行な2面を有する直線部を備え、前記直線部の少なくとも一方には結束部を有し、前記管材の周囲に保護シートが巻かれた状態で、前記側面防護板が前記管材を挟んで向かい合い、前記結束部に備えられた連結紐によって対となる前記側面防護板が繋がれ、前記管材より所定の隙間を空けた上方に、土砂を介して配置された板状の上方防護板を有すること、を特徴とする。 (1) In a buried pipe protective material that protects a pipe material buried in the ground, a pair of side surface protective plates that cover a part along the outer circumference of the pipe material are provided, and the side surface protective plate faces the pipe material. An arc portion whose inner surface side is formed in an arc shape and a straight portion having two parallel surfaces extending from the end portion of the arc portion are provided, and at least one of the straight portions has a binding portion. With the protective sheet wrapped around the pipe material, the side surface protective plates face each other with the pipe material in between, and the pair of side surface protective plates are connected by a connecting string provided in the binding portion, and the side surface protective plates are predetermined from the pipe material. It is characterized by having a plate-shaped upper protective plate arranged through earth and sand above the gap between the two.

上記(1)に記載の態様により、上方防護板にて管材の上面を覆い、側面防護板にて管材の外周に沿って側面を覆うことで、他工事による埋設配管の破損を防ぐことができる。上方防護板によって管材の上部から誤って工作機械などが地面を掘削した際に、管材を破損することを防ぐ。また、側面防護板によって管材の側面から誤って工作機械などが管材の表面をひっかくなどして管材を破損することを防ぐ。 According to the aspect described in (1) above, by covering the upper surface of the pipe material with the upper protective plate and covering the side surface along the outer circumference of the pipe material with the side protective plate, damage to the buried pipe due to other construction can be prevented. .. The upper protective plate prevents the pipe material from being damaged when a machine tool or the like accidentally excavates the ground from above the pipe material. In addition, the side protective plate prevents the machine tool or the like from accidentally scratching the surface of the pipe material from the side surface of the pipe material and damaging the pipe material.

この際に、側面防護板は上部に設けられた結束部を結束紐によって繋がれる構成となっていることで、側面防護板を重ねて搬送することが可能である。また、上方防護板は板状の部材であるために重ねて持ち運ぶことが容易である。したがって、可搬性に優れ、かつ施工性にも優れた埋設配管保護材の提供を実現ができる。 At this time, the side protective plate has a structure in which the binding portion provided on the upper portion is connected by a binding string, so that the side protective plate can be transported in an overlapping manner. Further, since the upper protective plate is a plate-shaped member, it is easy to stack and carry it. Therefore, it is possible to provide a buried pipe protective material having excellent portability and workability.

(2)(1)に記載の埋設配管保護材において、前記側面防護板は、同じ方向で重ねた際に、隣り合う前記直線部が重ねられ、隣り合う前記円弧部の間に隙間が形成されること、が好ましい。 (2) In the buried pipe protective material according to (1), when the side protective plates are stacked in the same direction, the adjacent straight portions are overlapped, and a gap is formed between the adjacent arc portions. That is preferable.

上記(2)に記載の態様により、側面防護板が重ねられた際に隣り合う円弧部の間に隙間が形成されるため、側面防護板同士を重ねて搬送する場合に円弧部が変形するようなことを防ぐことが可能である。 According to the aspect described in (2) above, a gap is formed between adjacent arc portions when the side protective plates are stacked, so that the arc portions are deformed when the side protective plates are stacked and conveyed. It is possible to prevent such things.

(3)(1)又は(2)に記載の埋設配管保護材において、前記側面防護板の前記円弧部が、前記管材の外周の周長の少なくとも1/4を覆うような長さに形成されていること、が好ましい。 (3) In the buried pipe protective material according to (1) or (2), the arc portion of the side surface protective plate is formed to have a length that covers at least 1/4 of the outer peripheral length of the pipe material. That is preferable.

上記(3)に記載の態様により、側面防護板の円弧部が管材の外周に沿って配置されて、側面防護板によって管材の側面部分を覆うことで、誤って側面から工作機械等が接触した場合に管材の破損を防ぐことができる。そして、側面防護材の円弧部が管材の外周に沿う形状になっていることで、管材を埋設する際に掘削する幅を最小限にすることが可能である。この際、管材の外周の周長の少なくとも1/4程度が覆われるような長さに円弧部の長さが設定されていることで、側面からの工作機械等の接触を十分に防ぐことができる。 According to the aspect described in (3) above, the arc portion of the side protective plate is arranged along the outer circumference of the pipe material, and the side surface portion of the pipe material is covered with the side protective plate, so that the machine tool or the like is erroneously contacted from the side surface. In some cases, damage to the pipe material can be prevented. Since the arc portion of the side protective material has a shape along the outer circumference of the pipe material, it is possible to minimize the width of excavation when burying the pipe material. At this time, by setting the length of the arc portion to a length that covers at least about 1/4 of the peripheral length of the outer circumference of the pipe material, it is possible to sufficiently prevent contact with the machine tool or the like from the side surface. it can.

また、前記目的を達成するために、本発明の他の態様による埋設配管保護方法は、以下のような特徴を有する。 Further, in order to achieve the above object, the buried pipe protection method according to another aspect of the present invention has the following features.

(4)地中に埋設される管材を保護する埋設配管保護方法において、前記管材に保護シートを巻き付け、前記管材の外周に沿って一部を覆う一方の側面防護板を、該側面防護板の上部に備える結束部を貫通して接続する連結紐によって、他方の前記側面防護板と連結して対とし、前記管材の上部から、対とした前記側面防護板で前記管材を挟み込んで固定し、地面に掘った溝部に、前記側面防護板が固定された状態の前記管材を降ろし、前記管材の上に一定量の土砂をかけ、該土砂を介して前記管材の上方に板状の上方防護板を配置し、更に土砂で前記管材を埋めること、を特徴とする。 (4) In the buried pipe protection method for protecting a pipe material buried in the ground, a protective sheet is wrapped around the pipe material, and one side protection plate that partially covers the outer circumference of the pipe material is attached to the side protection plate. The pipe material is connected to the other side surface protective plate by a connecting string that penetrates and connects the binding portion provided on the upper part to form a pair, and the pipe material is sandwiched and fixed by the paired side surface protection plates from the upper part of the pipe material. The pipe material with the side protective plate fixed to the groove dug in the ground is lowered, a certain amount of earth and sand is poured on the pipe material, and a plate-shaped upper protective plate is placed above the pipe material through the earth and sand. Is arranged, and the pipe material is further filled with earth and sand.

上記(3)に記載の態様により、上方防護板にて管材の上面を覆い、側面防護板にて管材の側面を覆うことで、他工事による埋設配管の破損を防ぐことができる。 According to the aspect described in (3) above, by covering the upper surface of the pipe material with the upper protective plate and covering the side surface of the pipe material with the side protective plate, damage to the buried pipe due to other works can be prevented.

本実施形態の、埋設配管保護材によって保護された管材の斜視図である。It is a perspective view of the pipe material protected by the buried pipe protection material of this embodiment. 本実施形態の、管材を除いた状態の斜視図である。It is a perspective view of the present embodiment in a state where a pipe material is removed. 本実施形態の、側面防護板の側面図である。It is a side view of the side protection plate of this embodiment. 本実施形態の、側面防護板の正面図である。It is a front view of the side protection plate of this embodiment. 本実施形態の、側面防護板の上面図である。It is a top view of the side protection plate of this embodiment. 本実施形態の、側面防護板を重ねた状態の側面図である。It is a side view of the present embodiment in a state where the side protective plates are overlapped. 本実施形態の、第1手順を示す模式図である。It is a schematic diagram which shows the 1st procedure of this embodiment. 本実施形態の、第2手順を示す模式図である。It is a schematic diagram which shows the 2nd procedure of this embodiment. 本実施形態の、第3手順を示す模式図である。It is a schematic diagram which shows the 3rd procedure of this embodiment. 本実施形態の、第4手順を示す模式図である。It is a schematic diagram which shows the 4th procedure of this embodiment.

まず、本発明の実施形態について図面を用いて説明を行う。図1に、本実施形態の、埋設配管保護材によって保護された管材の斜視図を示す。図2に、管材を除いた状態の斜視図を示す。図2は図1の管材10を除いた図面としている。管材10は内部にガスなどの流体を流す目的で地中に配管されるPE管(ガス用ポリエチレン管)であり、その周囲には保護シート20が巻かれている。管材10のサイズは、よく用いられる150A或いは200Aを想定している。 First, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a perspective view of a pipe material protected by a buried pipe protection material according to the present embodiment. FIG. 2 shows a perspective view in a state where the pipe material is removed. FIG. 2 is a drawing excluding the pipe material 10 of FIG. The pipe material 10 is a PE pipe (polyethylene pipe for gas) that is piped underground for the purpose of allowing a fluid such as gas to flow inside, and a protective sheet 20 is wrapped around the PE pipe (polyethylene pipe for gas). The size of the pipe material 10 is assumed to be 150A or 200A, which is often used.

保護シート20は、その素材としてポリプロピレン強化繊維とリサイクルPET材を利用した不織布を積層して作られている。なお、保護シート20の素材に関しては、他工事によって誤って工作機械が地中に埋設された管材10に接触する場合に衝撃を吸収する目的なので、その目的を達することのできるものに変更することを妨げない。そして、保護シート20の外側に、側面防護板110が配置されている。 The protective sheet 20 is made by laminating a non-woven fabric using polypropylene reinforced fiber and recycled PET material as its material. The material of the protective sheet 20 should be changed to one that can achieve the purpose because the purpose is to absorb the impact when the machine tool accidentally comes into contact with the pipe material 10 buried in the ground due to other construction work. Does not interfere. A side protective plate 110 is arranged on the outside of the protective sheet 20.

また管材10の上部には所定の間隔を空けて上方防護板130が配置される。上方防護板130は、リサイクルPE材を用いた15mm程度の厚みを有する板材であり、所定の長さを有している。長さは1m程度が好ましい。上方防護板130の上面には、目立つ色での警告文やマークなどを表示しておくことが望ましい。なお、厚みに関しては一例であるので、必要に応じて増減することを妨げない。また、金属製の部材を用いても良い。ただし、上方防護板130の重量は概ね5kg以内に収まることが好ましい。 Further, the upper protective plate 130 is arranged on the upper part of the pipe material 10 at a predetermined interval. The upper protective plate 130 is a plate material having a thickness of about 15 mm using a recycled PE material, and has a predetermined length. The length is preferably about 1 m. It is desirable to display a warning message or a mark in a conspicuous color on the upper surface of the upper protective plate 130. Since the thickness is an example, it does not prevent the thickness from being increased or decreased as necessary. Further, a metal member may be used. However, it is preferable that the weight of the upper protective plate 130 is within about 5 kg.

図3に、側面防護板の側面図を示す。図4に、側面防護板の正面図を示す。図5に、側面防護板の上面図を示す。図6に、側面防護板を重ねた状態の側面図を示す。まず、側面防護板110は2枚で1セットとなり対として用いられるため、図2に示す様に、第1側面防護板110A及び第2側面防護板110Bと呼び分けることにする。特に断り無く側面防護板110とした場合は、第1側面防護板110A及び第2側面防護板110Bのいずれか或いは両方を指すものとする。なお、側面防護板110の長さは上方防護板130と同じとし、重量は片側5kg以内に収まることが好ましい。 FIG. 3 shows a side view of the side protective plate. FIG. 4 shows a front view of the side protective plate. FIG. 5 shows a top view of the side protective plate. FIG. 6 shows a side view in a state where the side protective plates are stacked. First, since two side protection plates 110 are used as a set as a pair, they are referred to as a first side protection plate 110A and a second side protection plate 110B as shown in FIG. When the side protection plate 110 is used without particular notice, it means either or both of the first side protection plate 110A and the second side protection plate 110B. It is preferable that the length of the side protective plate 110 is the same as that of the upper protective plate 130, and the weight is within 5 kg on one side.

側面防護板110は、円弧部111及び上側直線部112及び下側直線部113を備えており、リサイクルPE材を用いた素材で一体的に形成されている。円弧部111は、管材10の外周面に保護シート20が巻かれた状態の外径に沿うような円弧状に形成されている。この円弧部111のこの長さは、管材10の外周の周長の少なくとも1/4程度を覆うような長さに設定されていることが望ましい。 The side protective plate 110 includes an arc portion 111, an upper straight portion 112, and a lower straight portion 113, and is integrally formed of a material using a recycled PE material. The arc portion 111 is formed in an arc shape so as to follow the outer diameter of the protective sheet 20 wound around the outer peripheral surface of the pipe material 10. It is desirable that this length of the arc portion 111 is set to a length that covers at least about 1/4 of the peripheral length of the outer circumference of the pipe material 10.

そして、円弧部111の端部からはそれぞれ上側直線部112及び下側直線部113が上下に縁設されている。この上側直線部112及び下側直線部113は、図6に示される様に重ねた際に隣り合う側面防護板110同士、つまり第1側面防護板110Aの上側直線部112と第2側面防護板110Bの上側直線部112又は下側直線部113の表面同士で接するように構成されている。そして、この際に円弧部111同士は隙間Aができるような設計になっている。 An upper straight line portion 112 and a lower straight line portion 113 are vertically edged from the end of the arc portion 111, respectively. As shown in FIG. 6, the upper straight portion 112 and the lower straight portion 113 are adjacent to each other when they are overlapped with each other, that is, the upper straight portion 112 and the second side protective plate of the first side protective plate 110A. The surfaces of the upper straight portion 112 or the lower straight portion 113 of 110B are configured to be in contact with each other. At this time, the arc portions 111 are designed so that a gap A is formed between the arc portions 111.

上側直線部112には、結束部114が設けられており、ここに貫通孔115が備えられて、図1及び図2に示す様な結束紐120が通され、左右に用意される第1側面防護板110Aと第2側面防護板110Bとが結ばれる。なお、結束部114に関しては下側直線部113にも設けてあり、側面防護板110を回転させても組み付けられるようになっている。このように上方防護板130と結束紐120によって繋がれた側面防護板110によって埋設配管保護材100が構成される。 The upper straight portion 112 is provided with a binding portion 114, through which a through hole 115 is provided, and a binding string 120 as shown in FIGS. 1 and 2 is passed therethrough, and a first side surface is prepared on the left and right sides. The protective plate 110A and the second side surface protective plate 110B are connected. The binding portion 114 is also provided on the lower straight portion 113 so that it can be assembled even if the side protective plate 110 is rotated. The buried pipe protective material 100 is formed by the side protective plate 110 connected by the upper protective plate 130 and the binding string 120 in this way.

次に、本発明の埋設配管保護材100の埋設方法について説明する。図7に、第1手順を模式的に示す。図8に、第2手順を模式的に示す。図9に、第3手順を模式的に示す。図10に、第4手順を模式的に示す。まず、図7に示す様に管材10は埋設する前に保護シート20でその周囲を覆う。保護シート20は管材10の本体に巻き付けられ、図示しないガス表示テープなどを用いて固定されることが望ましい。その状態で、上部で結束紐120によって連結された側面防護板110を、上側から被せる。この結果、図8に示す様に管材10に側面防護板110が保持された形となる。この状態で更にガス表示テープで固定を行う。 Next, the method of burying the buried pipe protective material 100 of the present invention will be described. FIG. 7 schematically shows the first procedure. FIG. 8 schematically shows the second procedure. FIG. 9 schematically shows the third procedure. FIG. 10 schematically shows the fourth procedure. First, as shown in FIG. 7, the pipe material 10 is covered with a protective sheet 20 before being embedded. It is desirable that the protective sheet 20 is wrapped around the main body of the pipe material 10 and fixed by using a gas display tape or the like (not shown). In that state, the side protective plate 110 connected by the binding string 120 at the upper part is covered from above. As a result, as shown in FIG. 8, the side protective plate 110 is held by the pipe material 10. In this state, further fix with gas display tape.

次に、図9に示す様に、地面50に掘った溝51に管材10を吊り降ろす。溝51は、人手又は重機等を用いて地面を掘削して作られ、溝51の底部に管材10が設置される。そして、図10に示す様に管上に土砂60を埋め戻し、管上15cm〜20cm程度覆土した上で、上方防護板130を設置する。したがって管材10の上部に防護板130が配置され上方防護板130と管材10との間には一定の距離がとられて管材10が地中に埋設される。この後、図示しないが更に覆土されて溝51が埋め戻される。 Next, as shown in FIG. 9, the pipe material 10 is hung down in the groove 51 dug in the ground 50. The groove 51 is made by excavating the ground by hand or by using a heavy machine or the like, and the pipe material 10 is installed at the bottom of the groove 51. Then, as shown in FIG. 10, the earth and sand 60 is backfilled on the pipe, the pipe is covered with soil about 15 cm to 20 cm, and then the upper protective plate 130 is installed. Therefore, the protective plate 130 is arranged on the upper part of the pipe material 10, and the pipe material 10 is buried in the ground with a certain distance between the upper protective plate 130 and the pipe material 10. After that, although not shown, the groove 51 is further covered with soil and backfilled.

本実施形態の埋設配管保護材100は上記構成であるので、下記に説明する作用・効果を奏する。 Since the buried pipe protective material 100 of the present embodiment has the above configuration, it exhibits the actions and effects described below.

まず、効果として、管材10の保護にあたって埋設配管保護材100を用いることで、施工性が良く運搬性の高い埋設配管保護材100の提供を行うことが可能である。これは、地中に埋設された管材10を保護する埋設配管保護材100が以下のような構成となっているためである。まず、管材10の外周の周長の少なくとも1/4を覆う、対となる側面防護板110を備え、側面防護板110は、管材10に面する内面側が円弧状に形成された円弧部111と、円弧部111の端部からそれぞれ延設され平行な2面を有する直線部に相当する上側直線部112及び下側直線部113を備える。 First, as an effect, by using the buried pipe protective material 100 for protecting the pipe material 10, it is possible to provide the buried pipe protective material 100 having good workability and high transportability. This is because the buried pipe protective material 100 that protects the pipe material 10 buried in the ground has the following configuration. First, a pair of side surface protective plates 110 that cover at least 1/4 of the outer peripheral length of the pipe material 10 are provided, and the side surface protection plate 110 has an arc portion 111 whose inner surface side facing the pipe material 10 is formed in an arc shape. The upper straight portion 112 and the lower straight portion 113 corresponding to the straight portions having two parallel surfaces extending from the ends of the arc portions 111 are provided.

上側直線部112又は下側直線部113の少なくとも一方には結束部114を有し、管材10の周囲に保護シート20が巻かれた状態で、側面防護板110が管材10を挟んで向かい合い、結束部114に備えられた結束紐120によって対となる側面防護板110が繋がれ、管材10より所定の隙間を空けた上方に、土砂60を介して配置された上方防護板130を有する。 A binding portion 114 is provided on at least one of the upper straight portion 112 or the lower straight portion 113, and with the protective sheet 20 wrapped around the pipe material 10, the side protective plates 110 face each other with the pipe material 10 in between and bind. A pair of side protective plates 110 are connected by a binding string 120 provided in the portion 114, and an upper protective plate 130 arranged via earth and sand 60 is provided above the pipe material 10 with a predetermined gap.

また、側面防護板110は、同じ方向で重ねた際に、隣り合う上側直線部112又は下側直線部113が重ねられ、隣り合う円弧部111の間に隙間Aが形成されること、が好ましい。 Further, when the side protective plates 110 are stacked in the same direction, it is preferable that the adjacent upper straight portions 112 or lower straight portions 113 are overlapped and a gap A is formed between the adjacent arc portions 111. ..

このような構成の埋設配管保護材100は、上方防護板130が平板状に形成され、側面防護板110が重ね合わせ可能な形状に形成されているため、トラックなどを用いて埋設配管保護材100を搬送するにあたって、積み重ねることが可能である。側面防護板110は、管材10を保護する際には結束紐120で対となる様に結束されて用いられるが、搬送する際も結束紐120を外さずに重ねることが可能となっている。これは、連結に変形の容易な結束紐120を用いており、側面防護板110を重ねるのを阻害しない程度の長さがあるため、第1側面防護板110Aに対して第2側面防護板110Bを、図2に示す状態から180度回転させて、図6に示す様な状態に重ねることができるからである。 In the buried pipe protective material 100 having such a configuration, since the upper protective plate 130 is formed in a flat plate shape and the side protective plate 110 is formed in a shape that can be overlapped with each other, the buried pipe protective material 100 is formed by using a truck or the like. Can be stacked when transporting. The side protective plate 110 is used by being bound so as to be paired with a binding string 120 when protecting the pipe material 10, but it is possible to stack the side protective plate 110 without removing the binding string 120 when transporting. This uses a binding string 120 that is easily deformed for connection, and has a length that does not hinder the stacking of the side protective plates 110. Therefore, the second side protective plate 110B is compared with the first side protective plate 110A. This is because can be rotated 180 degrees from the state shown in FIG. 2 and superposed on the state shown in FIG.

また、上方防護板130及び側面防護板110はそれぞれの重量が5kg以下程度に抑えられているため、必要な強度を確保しつつ作業者が1枚ずつ運ぶことができる。このため、作業にあたって多数の埋設配管保護材100を少ない車両で運搬が可能となる。さらに、図6に示す様に、側面防護板110を積み重ねた際に、隣り合う円弧部111の間に隙間Aが形成されるように構成されているため、円弧部111が積み重ねた際に潰れるようなことがなく搬送可能である。 Further, since the weight of each of the upper protective plate 130 and the side protective plate 110 is suppressed to about 5 kg or less, the operator can carry one by one while ensuring the required strength. Therefore, a large number of buried pipe protective materials 100 can be transported by a small number of vehicles during the work. Further, as shown in FIG. 6, when the side protective plates 110 are stacked, a gap A is formed between the adjacent arc portions 111, so that the arc portions 111 are crushed when stacked. It can be transported without such a problem.

また、図10に示す様に、埋設配管保護材100が施された管材10が埋設された場合に、上方防護板130が備えられているために、重機などで誤って管材10を傷つける事故を防ぐことができる。この場合、上方防護板130が土砂60を挟んで配置されているおかげで上方防護板130を突き破るような衝撃が加わった場合でも、管材10にダメージが行くことを防ぐことが可能となる。 Further, as shown in FIG. 10, when the pipe material 10 to which the buried pipe protection material 100 is applied is buried, since the upper protection plate 130 is provided, an accident in which the pipe material 10 is accidentally damaged by a heavy machine or the like may occur. Can be prevented. In this case, since the upper protective plate 130 is arranged so as to sandwich the earth and sand 60, it is possible to prevent the pipe material 10 from being damaged even when an impact that breaks through the upper protective plate 130 is applied.

一方、管材10の側面は、側面防護板110によって保護される。管材10の上面に比べて側面から強い力が加わるケースは少ない。上方防護板130が目立つように配置されているために、誤って側面を削ってしまうようなケースは考えられるが、側方からの事故は擦るようなパターンが多いと想定されるため、側面防護板110のような保護がされていれば管材10を十分に保護できると考えられる。万が一衝撃が加わった場合にも、管材10の周囲に衝撃を吸収可能なように保護シート20が巻かれているため、管材10は保護される。 On the other hand, the side surface of the pipe material 10 is protected by the side surface protective plate 110. There are few cases where a strong force is applied from the side surface as compared with the upper surface of the pipe material 10. Since the upper protective plate 130 is arranged prominently, it is possible that the side surface is accidentally scraped, but since it is assumed that there are many rubbing patterns in accidents from the side, side protection It is considered that the pipe material 10 can be sufficiently protected if the protection such as the plate 110 is provided. Even if an impact is applied, the tube material 10 is protected because the protective sheet 20 is wrapped around the tube material 10 so that the impact can be absorbed.

そして、下方に対する管材10の保護に関しては特に必要ないと考えられるために上方防護板130や側面防護板110のような保護板を備えず、むしろ下方を解放する構成とすることで、図7に示す様に結束紐120で連結された側面防護板110を上から被せるような施工方法が採用でき、施工性の向上に寄与できる。 Since it is considered that there is no particular need for protection of the pipe material 10 against the lower part, a protective plate such as the upper protective plate 130 or the side protective plate 110 is not provided, but rather the lower part is released. As shown, a construction method in which the side protective plate 110 connected by the binding string 120 is covered from above can be adopted, which can contribute to the improvement of workability.

以上、本発明に係る埋設配管保護材100の実施形態を説明したが、本発明はこれに限定されるわけではなく、その趣旨を逸脱しない範囲で様々な変更が可能である。例えば、上方防護板130や側面防護板110の長さや厚みに関して、これを変更することを妨げない。ただし、保護材としての機能を確保しつつ施工性を損なわない重量に設定されることが望ましい。また、管材10に関して150Aや200Aを想定しているとしたが、その他の太さの管材10に本発明を適用することを妨げない。 Although the embodiment of the buried pipe protective material 100 according to the present invention has been described above, the present invention is not limited to this, and various changes can be made without departing from the spirit of the present invention. For example, it does not prevent the length and thickness of the upper protective plate 130 and the side protective plate 110 from being changed. However, it is desirable that the weight be set so as not to impair workability while ensuring the function as a protective material. Further, although it is assumed that 150A or 200A is assumed for the pipe material 10, it does not prevent the present invention from being applied to the pipe material 10 having other thicknesses.

また、本実施形態では側面防護板110の上側直線部112に結束部114が設けられている構成となっているが、上側直線部112と同じように下側直線部113にも同様に結束部114を設けることを妨げない。このように構成した場合、側面防護板110の天地を逆転した場合にも側面防護板110を結束紐120によって一対のものとすることができ、施工性を向上させることが可能である。また、保護シート20や上方防護板130、側面防護板110の材質などを例示しているが、他の材料を用いることを妨げない。また、側面防護板110の上側直線部112及び下側直線部113の何れにも結束部114が設けられているが、最低限片側にあれば良いため、そのように変更することを妨げない。 Further, in the present embodiment, the binding portion 114 is provided on the upper straight portion 112 of the side protective plate 110, but the binding portion 114 is similarly provided on the lower straight portion 113 as in the upper straight portion 112. It does not prevent the 114 from being provided. With this configuration, even when the top and bottom of the side protection plate 110 are reversed, the side protection plate 110 can be paired with the binding string 120, and the workability can be improved. Further, although the materials of the protective sheet 20, the upper protective plate 130, the side protective plate 110, and the like are illustrated, the use of other materials is not hindered. Further, although the binding portion 114 is provided on both the upper straight portion 112 and the lower straight portion 113 of the side protective plate 110, it is sufficient that the binding portion 114 is provided on at least one side, and such a change is not hindered.

また、円弧部111の長さと周長の比率に関しては、側面防護可能な幅が確保できる範囲で変更を妨げない。例えば1/5程度としたとしても、後述する上側直線部112及び下側直線部113を長く取るなど、側面の防護として機能するよう設定ができる。尤も、円弧部111の長さが少なく、上側直線部112及び下側直線部113が長くなると、管材10に対する固定がし難くなったり、管材10を埋設するための後述する溝51を深くしたりする必要が出てくることが考えられるため、好ましくない。一方、1/3程度と長く取った場合には管材10の保護の面では利点があるが、側面防護板110を重ねて搬送する際にデッドスペースが大きくなるため、そのあたりのバランスを考慮して設定されるべきである。 Further, the ratio of the length of the arc portion 111 to the peripheral length is not hindered from being changed as long as the width capable of protecting the side surface can be secured. For example, even if it is set to about 1/5, it can be set to function as protection of the side surface by lengthening the upper straight portion 112 and the lower straight portion 113, which will be described later. However, if the length of the arc portion 111 is short and the upper straight portion 112 and the lower straight portion 113 are long, it becomes difficult to fix the arc portion 111 to the pipe material 10, or the groove 51 described later for embedding the pipe material 10 is deepened. It is not preferable because it may be necessary to do so. On the other hand, if it is taken as long as about 1/3, there is an advantage in terms of protection of the pipe material 10, but since the dead space becomes large when the side protective plates 110 are stacked and conveyed, the balance around that is taken into consideration. Should be set.

10 管材
20 保護シート
100 埋設配管保護材
110 側面防護板
110A、110B 第1、第2側面防護板
120 結束紐
130 上方防護板
10 Pipe material 20 Protective sheet 100 Buried pipe protective material 110 Side protective plates 110A, 110B 1st and 2nd side protective plates 120 Tie string 130 Upper protective plate

Claims (4)

地中に埋設された管材を保護する埋設配管保護材において、
前記管材の外周に沿って一部を覆う、対となる側面防護板を備え、
前記側面防護板は、
前記管材に面する内面側が円弧状に形成された円弧部と、
該円弧部の端部からそれぞれ延設され平行な2面を有する直線部を備え、
前記直線部の少なくとも一方には結束部を有し、
前記管材の周囲に保護シートが巻かれた状態で、前記側面防護板が前記管材を挟んで向かい合い、前記結束部に備えられた連結紐によって対となる前記側面防護板が繋がれ、
前記管材より所定の隙間を空けた上方に、土砂を介して配置された板状の上方防護板を有すること、
を特徴とする埋設配管保護材。
In the buried pipe protection material that protects the pipe material buried in the ground
A pair of side protective plates covering a part along the outer circumference of the pipe material are provided.
The side protective plate is
An arc portion whose inner surface side facing the pipe material is formed in an arc shape,
A straight portion extending from the end of the arc portion and having two parallel surfaces is provided.
At least one of the straight portions has a binding portion and has a binding portion.
With the protective sheet wrapped around the pipe material, the side surface protective plates face each other with the pipe material in between, and the paired side surface protective plates are connected by a connecting string provided in the binding portion.
Having a plate-shaped upper protective plate arranged through earth and sand above the pipe material with a predetermined gap.
Buried pipe protection material characterized by.
請求項1に記載の埋設配管保護材において、
前記側面防護板は、同じ方向で重ねた際に、隣り合う前記直線部が重ねられ、隣り合う前記円弧部の間に隙間が形成されること、
を特徴とする埋設配管保護材。
In the buried pipe protective material according to claim 1,
When the side protective plates are stacked in the same direction, the adjacent straight portions are overlapped, and a gap is formed between the adjacent arc portions.
Buried pipe protection material characterized by.
請求項1又は請求項2に記載の埋設配管保護材において、
前記側面防護板の前記円弧部が、前記管材の外周の周長の少なくとも1/4を覆うような長さに形成されていること、
を特徴とする埋設配管保護材。
In the buried pipe protective material according to claim 1 or 2.
The arc portion of the side protective plate is formed so as to cover at least 1/4 of the peripheral length of the outer circumference of the pipe material.
Buried pipe protection material characterized by.
地中に埋設される管材を保護する埋設配管保護方法において、
前記管材に保護シートを巻き付け、
前記管材の外周に沿って一部を覆う一方の側面防護板を、該側面防護板の上部に備える結束部を貫通して接続する連結紐によって、他方の前記側面防護板と連結して対とし、
前記管材の上部から、対とした前記側面防護板で前記管材を挟み込んで固定し、
地面に掘った溝部に、前記側面防護板が固定された状態の前記管材を降ろし、
前記管材の上に一定量の土砂をかけ、該土砂を介して前記管材の上方に板状の上方防護板を配置し、更に土砂で前記管材を埋めること、
を特徴とする埋設管材保護方法。
In the buried pipe protection method that protects the pipe material buried in the ground,
Wrap a protective sheet around the pipe material and
One side protection plate that partially covers the outer circumference of the pipe material is connected to the other side protection plate by a connecting string that penetrates and connects the binding portion provided on the upper portion of the side protection plate to form a pair. ,
From the upper part of the pipe material, the pipe material is sandwiched and fixed by the paired side protection plates.
The pipe material with the side protective plate fixed to the groove dug in the ground is lowered.
A certain amount of earth and sand is sprinkled on the pipe material, a plate-shaped upper protective plate is placed above the pipe material through the earth and sand, and the pipe material is further filled with the earth and sand.
A method for protecting buried pipe materials.
JP2019229610A 2019-12-19 2019-12-19 Buried pipe protection material and buried pipe protection method Active JP6901093B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019229610A JP6901093B2 (en) 2019-12-19 2019-12-19 Buried pipe protection material and buried pipe protection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2019229610A JP6901093B2 (en) 2019-12-19 2019-12-19 Buried pipe protection material and buried pipe protection method

Publications (2)

Publication Number Publication Date
JP2021095989A true JP2021095989A (en) 2021-06-24
JP6901093B2 JP6901093B2 (en) 2021-07-14

Family

ID=76430961

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019229610A Active JP6901093B2 (en) 2019-12-19 2019-12-19 Buried pipe protection material and buried pipe protection method

Country Status (1)

Country Link
JP (1) JP6901093B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116857439A (en) * 2023-08-23 2023-10-10 山东博大管业有限公司 Detection lag with quick connection function for PE pipeline construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5031423A (en) * 1973-07-23 1975-03-27
JPS63303296A (en) * 1987-06-01 1988-12-09 株式会社 安田製作所 Method of protective construction of underground buried line and universal split pipe used for said method
JPH0579192U (en) * 1992-03-27 1993-10-26 大阪瓦斯株式会社 Protective cover
JPH11234880A (en) * 1998-02-20 1999-08-27 Sekisui Chem Co Ltd Pipe for synthetic resin cable protection
JP2001355758A (en) * 2000-06-09 2001-12-26 Tokyo Gas Co Ltd Pipe line protective structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5031423A (en) * 1973-07-23 1975-03-27
JPS63303296A (en) * 1987-06-01 1988-12-09 株式会社 安田製作所 Method of protective construction of underground buried line and universal split pipe used for said method
JPH0579192U (en) * 1992-03-27 1993-10-26 大阪瓦斯株式会社 Protective cover
JPH11234880A (en) * 1998-02-20 1999-08-27 Sekisui Chem Co Ltd Pipe for synthetic resin cable protection
JP2001355758A (en) * 2000-06-09 2001-12-26 Tokyo Gas Co Ltd Pipe line protective structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116857439A (en) * 2023-08-23 2023-10-10 山东博大管业有限公司 Detection lag with quick connection function for PE pipeline construction
CN116857439B (en) * 2023-08-23 2024-01-05 山东博大管业有限公司 Detection lag with quick connection function for PE pipeline construction

Also Published As

Publication number Publication date
JP6901093B2 (en) 2021-07-14

Similar Documents

Publication Publication Date Title
JP6901093B2 (en) Buried pipe protection material and buried pipe protection method
KR102063968B1 (en) Repairing plate for protecting underground power line
KR100756932B1 (en) Pipe gutter repair method whithout digging
JP6814575B2 (en) Protective structure and protection method for underground pipes
US10156052B2 (en) Containment membrane
KR102037135B1 (en) Waterproof Sheet with Protective Material for Exterior-Waterproof of Underground Structure and Exterior-Waterproofing Method Using the Same
JP3341207B2 (en) Protective material for underground piping
JP2012251636A (en) Flexible pipe for gas transportation, and method for improving external damage resistance thereof
JP6936133B2 (en) Construction method of the water-impervious sheet and water-impervious work
JP5736584B2 (en) Joint material
JP2018179056A (en) Protective sheet of underground pipe conduit
JP6117277B2 (en) Cylindrical protective member and polyethylene pipe for gas with cylindrical protective member
JPH0270814A (en) Water-shield structure and sheet for reclamation
US20140361529A1 (en) Pipeline expansion loop protector
RU88767U1 (en) ROCK SHEET
KR20200034927A (en) 3-layer structure of unity with the guide sewing lines
JP3139664B2 (en) Piping protective material
JP2832659B2 (en) Piping protective material and method of forming the same
JP6990625B2 (en) Impermeable structure
RU46070U1 (en) LINE TOWEL FOR PIPELINE
JP4488724B2 (en) Protective structure of internal pressure buried pipe deformation site
JP4227498B2 (en) Impermeable sheet joint structure
JP4488752B2 (en) Buried object protection device
JP2006307979A (en) Protective cover of gas pipe and detector of malfunction of the same
JP2005040729A (en) Double water-shielding sheet and laying method of the same

Legal Events

Date Code Title Description
A80 Written request to apply exceptions to lack of novelty of invention

Free format text: JAPANESE INTERMEDIATE CODE: A80

Effective date: 20191223

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200316

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210511

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210608

R150 Certificate of patent or registration of utility model

Ref document number: 6901093

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350