JP2007285317A - Tube - Google Patents

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JP2007285317A
JP2007285317A JP2006109869A JP2006109869A JP2007285317A JP 2007285317 A JP2007285317 A JP 2007285317A JP 2006109869 A JP2006109869 A JP 2006109869A JP 2006109869 A JP2006109869 A JP 2006109869A JP 2007285317 A JP2007285317 A JP 2007285317A
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Prior art keywords
pipe
peripheral surface
outer peripheral
main pipe
tubular body
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JP2006109869A
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Japanese (ja)
Inventor
Kazunari Kamagome
和成 鎌込
Shunji Azuma
俊司 東
Takashi Soma
隆 相馬
Hideo Gunji
秀雄 郡司
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SHINIIZUKA DOBOKU KK
Sekisui Chemical Co Ltd
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SHINIIZUKA DOBOKU KK
Sekisui Chemical Co Ltd
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Priority to JP2006109869A priority Critical patent/JP2007285317A/en
Publication of JP2007285317A publication Critical patent/JP2007285317A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a tube easily transportable to even a place where water is accumulated. <P>SOLUTION: A buoyancy layer 2 with a smaller density than water is cylindrically formed on the outer peripheral surface of a main tube body 1a. The buoyancy layer 2 comprises a styrene foam part 21 wound around the outer peripheral surface of the main tube part 1a and a steel plate 22 covering the outer peripheral surface thereof. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、水が溜まった管路内などにおける運搬に適した管体に関するものである。   The present invention relates to a tubular body suitable for transportation in a pipeline in which water is accumulated.

従来、経年や地盤変動等により劣化した例えば円筒状の下水管を更生する方法として、下水管内に円筒状の更生管をその軸線が下水管の軸線に沿うように挿入し、更生管により下水管の劣化した部分を覆うパイプインパイプ工法と称される方法が知られている(例えば、特許文献1及び2参照)。   Conventionally, as a method of rehabilitating, for example, a cylindrical sewer pipe that has deteriorated due to aging, ground fluctuation, etc., a cylindrical rehabilitation pipe is inserted into the sewer pipe so that its axis is along the sewer pipe axis. There is known a method called pipe-in-pipe construction method that covers the degraded portion (for example, see Patent Documents 1 and 2).

このパイプインパイプ工法によれば、下水管内に挿入された更生管と下水管との間に例えばモルタルを注入し、このモルタルにより更生管を下水管に一体的に固定する。これにより、下水管の劣化した部分を更生管により補修することができるので、下水管内を流れる下水が劣化部分を経て地中に流出することを防止することができる。
特開2003−138887号公報 特開2005−54557号公報
According to this pipe-in-pipe construction method, for example, mortar is injected between the rehabilitation pipe inserted into the sewer pipe and the sewer pipe, and the rehabilitation pipe is fixed integrally to the sewer pipe by this mortar. Thereby, since the deteriorated part of the sewer pipe can be repaired by the rehabilitation pipe, it is possible to prevent the sewage flowing through the sewer pipe from flowing out into the ground through the deteriorated part.
Japanese Patent Laid-Open No. 2003-138887 JP 2005-54557 A

しかしながら、下水管には通常、下水が流れており、この流れを完全に止めるのが難しいため、更生管の運搬に電動運搬車などを使用することができない場合がある。   However, since sewage usually flows through the sewer pipe, and it is difficult to completely stop this flow, there are cases where an electric transport vehicle or the like cannot be used to transport the rehabilitation pipe.

一方、狭い下水管内で中腰の姿勢で作業員によって更生管を運ぶのは重労働になるうえに、運搬距離も長くなることが多いため、効率的に運搬できる管体の開発が望まれている。   On the other hand, carrying a rehabilitation pipe by a worker in a narrow sewage pipe with a posture of a middle waist is a heavy labor, and since the carrying distance is often long, development of a pipe body that can be carried efficiently is desired.

そこで、本発明は、水が溜まっているところでも容易に運搬が可能な管体を提供することを目的としている。   Therefore, an object of the present invention is to provide a tubular body that can be easily transported even when water is accumulated.

前記目的を達成するために、本発明の管体は、本管部の外周面の少なくとも一部に水より密度が小さい浮力層を設けたことを特徴とするものである。   In order to achieve the above object, the tubular body of the present invention is characterized in that a buoyancy layer having a density lower than that of water is provided on at least a part of the outer peripheral surface of the main pipe portion.

ここで、前記浮力層は、本管部の外周面を周方向に囲繞するように形成することができる。また、前記浮力層は、本管部の外周面に巻き付けられる軽量部とその外周面を被覆する保護部とから構成することができる。   Here, the buoyancy layer can be formed so as to surround the outer peripheral surface of the main pipe portion in the circumferential direction. The buoyancy layer can be composed of a lightweight portion wound around the outer peripheral surface of the main pipe portion and a protective portion covering the outer peripheral surface.

さらに、前記軽量部は、外周面に管軸方向に延設された溝部が周方向に間隔を置いて複数形成された発泡スチロール材によって構成することができる。   Further, the lightweight portion can be formed of a foamed polystyrene material in which a plurality of grooves extending in the tube axis direction on the outer peripheral surface are formed at intervals in the circumferential direction.

また、前記本管部の両端付近には、少なくとも管内下部を閉塞する着脱自在の仮蓋をそれぞれ配設することができる。   Further, detachable temporary lids for closing at least the lower part in the pipe can be provided near both ends of the main pipe part.

このように構成された本発明は、管体の本管部の外周面に水よりも密度が小さい浮力層が設けられているので、浮力層の設けられた部分を水に浸水させることで、水が溜まった狭い既設管内であっても容易に管体を運搬することができる。   Since the present invention configured as described above is provided with a buoyancy layer having a density lower than that of water on the outer peripheral surface of the main pipe portion of the pipe body, by immersing the portion where the buoyancy layer is provided in water, Even in a narrow existing pipe where water has accumulated, the pipe body can be easily transported.

また、本管部の外周面を周方向に囲繞するように浮力層を形成しておけば、運搬中に管体が自転しても浮力が変化することがなく、安定して運搬することができる。   Also, if a buoyancy layer is formed so as to surround the outer peripheral surface of the main pipe portion in the circumferential direction, the buoyancy will not change even if the tube rotates during transportation, and it can be transported stably. it can.

さらに、本管部を浮力層で囲繞することで、運搬時の接触などで本管部の外周面が損傷してしまうことがない。   Furthermore, by surrounding the main pipe part with the buoyancy layer, the outer peripheral surface of the main pipe part is not damaged due to contact during transportation.

また、浮力層を軽量部と保護部との複層構造として機能を分けることで、軽量部を変更するだけで浮力の調整を容易におこなうことができる。   Further, by dividing the function of the buoyancy layer as a multilayer structure of the lightweight part and the protective part, the buoyancy can be easily adjusted only by changing the lightweight part.

さらに、外周面に複数の溝部を設けた発泡スチロール材を軽量部として使用することで、容易に本管部に巻き付けることができる。   Furthermore, it can wind around a main pipe part easily by using the polystyrene foam material which provided the some groove part in the outer peripheral surface as a lightweight part.

また、本管部の両端付近に仮蓋を配設することで、管内への水の浸入を防いで大幅に浮力を増加させることができる。   In addition, by providing temporary lids near both ends of the main pipe portion, water can be prevented from entering the pipe, and the buoyancy can be significantly increased.

以下、本発明の最良の実施の形態について図面を参照して説明する。   The best mode for carrying out the present invention will be described below with reference to the drawings.

図1は、本実施の形態の管体1の運搬方法を説明する概略構成を示した図である。   Drawing 1 is a figure showing the schematic structure explaining the transportation method of tube 1 of this embodiment.

まず、構成から説明すると、この管体1は、図2に示すように本管部1aの一端に受口部1bが形成され、他端に挿口部1cが形成された下水道管等として使用される筒状物である。   First, in terms of configuration, the pipe body 1 is used as a sewer pipe or the like in which a receiving portion 1b is formed at one end of a main pipe portion 1a and an insertion portion 1c is formed at the other end as shown in FIG. It is a cylindrical object.

この本管部1aは、断面が管軸方向に一定形状の管体で、挿口部1cの先端は図1,2に示すように本管部1aからテーパ状に先細りする形状となっている。   The main pipe portion 1a is a tube having a constant cross section in the pipe axis direction, and the tip of the insertion portion 1c is tapered from the main pipe portion 1a as shown in FIGS. .

また、受口部1bは、本管部1aの先端に本管部1aの外径よりも内径の大きな短筒状の受口部1bを固定したもので、この本管部1aと受口部1bとの間には円環状のゴムなどからなる緩衝ゴム(図示せず)が介在されている。   The receiving portion 1b is formed by fixing a short cylindrical receiving portion 1b having an inner diameter larger than the outer diameter of the main portion 1a at the tip of the main portion 1a. The main portion 1a and the receiving portion A buffer rubber (not shown) made of an annular rubber or the like is interposed between 1b and 1b.

この管体1には、例えば繊維強化プラスチックモルタル(FRPM)管などが使用できる。   For example, a fiber reinforced plastic mortar (FRPM) pipe can be used for the pipe body 1.

このFRPM管から構成される管体1は、2層の繊維強化プラスチック(FRP)層である内面FRP層と外面FRP層との間に樹脂モルタル層を介在させて一体化したものである。   The tubular body 1 composed of this FRPM tube is formed by integrating a resin mortar layer between an inner surface FRP layer and an outer surface FRP layer which are two fiber reinforced plastic (FRP) layers.

この内面FRP層と外面FRP層は、繊維方向を円周方向や管軸方向に向けた複数のガラス繊維層を積層させるとともに、不飽和ポリエステルを含浸させて形成したものである。   The inner surface FRP layer and the outer surface FRP layer are formed by laminating a plurality of glass fiber layers whose fiber directions are in the circumferential direction or the tube axis direction and impregnating with unsaturated polyester.

また、樹脂モルタル層は、硅砂などの無機質と不飽和ポリエステル樹脂とによって構成されて、内面FRP層及び外面FRP層と一体化されている。   The resin mortar layer is made of an inorganic material such as cinnabar and an unsaturated polyester resin, and is integrated with the inner surface FRP layer and the outer surface FRP layer.

そして、このようなFRPM管からなる本管部1aの受口部1b側の端部に緩衝ゴムを接着剤で固定し、その上にFRP管からなる受口部1bを嵌めて接着剤で固定する。   Then, a buffer rubber is fixed to the end portion of the main pipe portion 1a made of such an FRPM pipe on the side of the receiving portion 1b with an adhesive, and the receiving portion 1b made of an FRP pipe is fitted thereon and fixed with an adhesive. To do.

また、受口部1bの内周面には図示しないが円環状の止水ゴムが取り付けられており、この止水ゴムが受口部1bと挿口部1cとの間を閉塞して接合時の水密性を確保する構造となっている。   Further, although not shown, an annular water-stopping rubber is attached to the inner peripheral surface of the receiving port 1b, and this water-stopping rubber closes the space between the receiving port 1b and the insertion port 1c. It has a structure that ensures water tightness.

このように構成された管体1の本管部1aの外周面は、図1に示すように軽量部としての発泡スチロール部21と保護部としての鋼板22とから主に構成された浮力層2によって囲繞されている。   As shown in FIG. 1, the outer peripheral surface of the main pipe portion 1 a of the pipe body 1 configured as described above is formed by a buoyancy layer 2 mainly composed of a foamed polystyrene portion 21 as a lightweight portion and a steel plate 22 as a protective portion. It is surrounded.

この発泡スチロール部21は、板状の発泡スチロール材の一方の表面に略同じ間隔を置いて平行に複数の切り込みを入れて溝部21a,・・・を延設したものである。   This foamed polystyrene part 21 is formed by extending grooves 21a,... By extending a plurality of cuts in parallel at substantially the same interval on one surface of a plate-like foamed polystyrene material.

この溝部21a,・・・は、図2に示すように発泡スチロール部21を本管部1aに巻き付ける際に外周面となる面に形成されるとともに、溝部21a,・・・は周方向に間隔を置いて管軸方向に向けて延設されている。   As shown in FIG. 2, the groove portions 21a,... Are formed on the outer peripheral surface when the foamed polystyrene portion 21 is wound around the main pipe portion 1a, and the groove portions 21a,. It is placed and extended toward the pipe axis direction.

さらに、この溝部21a,・・・は、発泡スチロール部21を本管部1aの外周面に巻き付けた際に適度に開いて本管部1aの外形に追従できるようになっている。   Further, the groove portions 21a,... Can be appropriately opened when the expanded polystyrene portion 21 is wound around the outer peripheral surface of the main pipe portion 1a so as to follow the outer shape of the main pipe portion 1a.

また、発泡スチロール部21の厚さは、所望する浮力の大きさに応じて適宜設定すればよい。   Moreover, what is necessary is just to set the thickness of the polystyrene part 21 suitably according to the magnitude | size of the desired buoyancy.

そして、図3(a)に示すように発泡スチロール部21を管体1に巻き付けた後に、図3(b)に示すように発泡スチロール部21の外周面を被覆するように鋼板22を巻き付ける。   Then, after the expanded polystyrene portion 21 is wound around the tubular body 1 as shown in FIG. 3A, the steel plate 22 is wound so as to cover the outer peripheral surface of the expanded polystyrene portion 21 as shown in FIG.

この鋼板22には、例えば厚さ1mm程度の可撓性のあるものを使用し、筒状にして発泡スチロール部21を締め付けるとともに両端を重ね合わせた部分にリベット23,・・・を打ち込んで接合する。このように発泡スチロール部21の外周を鋼板22で締め付ける構成であれば、本管部1aの外周面に発泡スチロール部21が接着されていなくても管体1から浮力層2が抜け落ちることはない。   The steel plate 22 is made of a flexible material having a thickness of, for example, about 1 mm, and is formed into a cylindrical shape to fasten the foamed polystyrene portion 21 and, at the same time, rivets 23,. . Thus, if it is the structure which clamps the outer periphery of the expanded polystyrene part 21 with the steel plate 22, even if the expanded polystyrene part 21 is not adhere | attached on the outer peripheral surface of the main pipe part 1a, the buoyancy layer 2 will not fall out from the tubular body 1. FIG.

また、管体1の内部には、管軸方向に間隔を置いた2箇所に仮蓋3,3を配設して水が浸入しない空間を形成する。図1には、本管部1aの管軸方向の両端付近にそれぞれ仮蓋3,3を取り付けた構成を示した。   Moreover, in the inside of the pipe body 1, the temporary lid | covers 3 and 3 are arrange | positioned in two places spaced apart in the pipe-axis direction, and the space which water does not permeate is formed. FIG. 1 shows a configuration in which temporary lids 3 and 3 are attached near both ends in the tube axis direction of the main pipe portion 1a.

この仮蓋3は、図1のA−A線方向断面図である図4に示すように、管底から2/3程度の高さまでを締め切る半月板状の着脱自在の蓋材である。例えば、図示しないが仮蓋3の背面に突っ張り支持材を接続して、管体1の内側面に突っ張り支持材を突っ張らせることで仮蓋3を設置し、突っ張り支持材を縮めることで取り外せる構成とすることができる。   As shown in FIG. 4 which is a sectional view in the direction of the AA line in FIG. 1, the temporary lid 3 is a meniscus-shaped detachable lid member that cuts off to a height of about 2/3 from the tube bottom. For example, although not shown in the figure, a structure in which a tension support material is connected to the back surface of the temporary cover 3 and the tension support material is stretched on the inner surface of the tube 1 to install the temporary cover 3 and can be removed by shrinking the tension support material. It can be.

次に、本実施の形態の管体1の運搬方法及び運搬された管体1を接続して構築される管路について説明する。   Next, the conveyance method of the pipe body 1 of this Embodiment and the pipe line constructed | assembled by connecting the conveyed pipe body 1 are demonstrated.

この管体1を管内で運搬させる既設管4は、敷設後年月を経て劣化し始めたコンクリート製の管路で、図1に示すように内部には下水が流れて管内の半分程度の高さに水面Sがある。   The existing pipe 4 for transporting the pipe body 1 in the pipe is a concrete pipe line that has begun to deteriorate over time after laying, and as shown in FIG. There is a water surface S.

このように水が滞留している管内へ、工場などで浮力層2及び仮蓋3,3を取り付けた管体1を搬入し、水面Sに浮かべながら既設管4に沿って管体1を運搬する。   In this way, the pipe body 1 with the buoyancy layer 2 and the temporary lids 3 and 3 attached thereto is carried into the pipe where water is retained, and the pipe body 1 is transported along the existing pipe 4 while floating on the water surface S. To do.

このように既設管4内に浮いた状態であれば、運搬する作業員は管体1を支える必要がなく、所望する方向に押し出すだけで容易に管体1を運搬することができる。   Thus, if it is in the state which floated in the existing pipe 4, the worker who carries does not need to support the pipe 1 and can carry the pipe 1 easily only by pushing out in the desired direction.

図1の右側には先に運搬して所定の位置に設置された管体1が示されており、この管体1の受口部1bに新たに運搬してきた管体1の挿口部1cを挿入して接合をおこなう。   The right side of FIG. 1 shows a tube 1 that has been previously transported and installed at a predetermined position. The insertion portion 1c of the tube 1 that has been newly transported to the receiving portion 1b of the tube 1 is shown. Insert and join.

この先に設置されていた管体1の上面には、図1,5に示すような浮上り防止具5が設置されており、管体1が所定の高さ以上に浮き上がって既設管4の上面側に近づくことがないようになっている。   1 and 5 are provided on the upper surface of the pipe body 1 that has been previously installed, and the upper surface of the existing pipe 4 when the pipe body 1 is lifted to a predetermined height or more. It is designed not to approach the side.

この浮上り防止具5は、管体1の外形に合わせて成形された円弧状の当接板5aと、その当接板5a上に周方向に間隔を置いて複数立設されたボルト5b,・・・と、ボルト5b,・・・の先端に螺着されたナット5c,・・・とから主に構成されている。   The anti-lifting tool 5 includes an arc-shaped contact plate 5a formed in accordance with the outer shape of the tubular body 1, and a plurality of bolts 5b provided on the contact plate 5a at intervals in the circumferential direction. ... and nuts 5c, ... screwed to the ends of the bolts 5b, ....

そして、この当接板5aを管体1の上面に載せて、管体1の外周面と既設管4の内周面の間隔が所望する間隔に設定されるようにナット5c,・・・を回して所定の長さに調整する。   And this abutment plate 5a is placed on the upper surface of the tube body 1, and the nuts 5c,... Are set so that the interval between the outer peripheral surface of the tube body 1 and the inner peripheral surface of the existing tube 4 is set to a desired interval. Turn to adjust the length.

また、管体1の運搬及び接続に合わせて管体1の上面側と下面側に、図5に示すような注入パイプ61,61と確認パイプ62と水抜きパイプ63とを延設しておく。   Further, injection pipes 61, 61, a confirmation pipe 62, and a drain pipe 63 as shown in FIG. 5 are extended on the upper surface side and the lower surface side of the tube body 1 in accordance with the transportation and connection of the tube body 1. .

このように管体1,・・・の運搬及び接続を繰り返し、既設管4内に管体1の管路を形成した後に、下水を既設管4内から排出し、注入パイプ61,61によってエアモルタル6などの充填材を注入する。なお、2本の注入パイプ61,61は先端の位置が異なっており、管軸方向で間隔を置いた複数の箇所からエアモルタル6を吐出させることができる。   Thus, after carrying and connecting the pipes 1,... And forming the pipe line of the pipe 1 in the existing pipe 4, the sewage is discharged from the existing pipe 4, and air is injected by the injection pipes 61, 61. Inject a filler such as mortar 6. The two injection pipes 61 and 61 have different tip positions, and the air mortar 6 can be discharged from a plurality of locations spaced in the tube axis direction.

この注入パイプ61,61からエアモルタル6を注入すると、エアモルタル6は既設管4の上面側から底面側に落ちて下から打ち上がるように充填され、充填に伴って既設管4内に残留していた水は水抜きパイプ63から排出される。   When the air mortar 6 is injected from the injection pipes 61, 61, the air mortar 6 is filled so as to fall from the upper surface side to the bottom surface side of the existing pipe 4 and rise from the bottom, and remains in the existing pipe 4 with the filling. The water that has been discharged is discharged from the drain pipe 63.

また、エアモルタル6の充填による浮力によって管体1が浮き上がることになるが、浮上り防止具5によって移動が制限されるので、管体1の外周面と既設管4の内周面との間隔を所望する値にすることができる。   In addition, the tubular body 1 is lifted by the buoyancy caused by the filling of the air mortar 6, but the movement is restricted by the lifting prevention tool 5, so the distance between the outer peripheral surface of the tubular body 1 and the inner peripheral surface of the existing pipe 4. Can be set to a desired value.

そして、エアモルタル6が既設管4の上面まで打ち上がると、確認パイプ62にエアモルタル6が逆流して既設管4の内周面と管体1の外周面との間にエアモルタル6が充分に充填されたことが確認できる。なお、図示しないが確認パイプ62を既設管4の半分程度の高さの位置にも配管しておき、段階的に充填状況を確認できるようにしてもよい。   Then, when the air mortar 6 rises up to the upper surface of the existing pipe 4, the air mortar 6 flows backward to the confirmation pipe 62, and the air mortar 6 is sufficient between the inner peripheral surface of the existing pipe 4 and the outer peripheral surface of the tubular body 1. Can be confirmed. Although not shown, the confirmation pipe 62 may be provided at a position about half the height of the existing pipe 4 so that the filling state can be confirmed step by step.

このエアモルタル6の充填圧は、鋼板22を介して発泡スチロール部21に作用することになるが、いずれの部材もこの充填圧よりも高い強度を有する材料であるため破損することがない。   The filling pressure of the air mortar 6 acts on the foamed polystyrene portion 21 via the steel plate 22, but since any member is a material having a strength higher than the filling pressure, it is not damaged.

よって、本管部1aの外周は、発泡スチロール部21、鋼板22、エアモルタル6、既設管4の順で積層されることになる。   Therefore, the outer periphery of the main pipe part 1a is laminated in the order of the polystyrene foam part 21, the steel plate 22, the air mortar 6, and the existing pipe 4.

このように構成された本実施の形態の管体1は、本管部1aの外周面に水よりも密度が小さい浮力層2が設けられているので、浮力層2の設けられた部分を水に浸水させて水面Sに浮かべることで狭い既設管4内であっても容易に管体1を運搬することができる。   In the pipe body 1 of the present embodiment configured as described above, the buoyancy layer 2 having a density lower than that of water is provided on the outer peripheral surface of the main pipe portion 1a. The pipe body 1 can be easily transported even in the narrow existing pipe 4 by being immersed in the water and floating on the water surface S.

また、管体1が完全に浮かない場合であっても、浮力により運搬に必要な力を低減できるので、運搬が容易になる。   Further, even when the tube body 1 is not completely lifted, the force necessary for transportation can be reduced by buoyancy, so that transportation is facilitated.

さらに、本管部1aの外周面に筒状に浮力層2を形成することで、運搬中に管体1が管軸を中心に自転しても浮力が変化することがなく、安定して運搬することができる。   Furthermore, by forming the buoyancy layer 2 in a cylindrical shape on the outer peripheral surface of the main pipe portion 1a, the buoyancy does not change even when the tube body 1 rotates around the tube axis during transportation, and the buoyancy layer 2 is stably transported. can do.

さらに、本管部1aを浮力層2で囲繞することで、運搬時に既設管4の内側面や管内設備に接触などしても本管部1aの外周面が損傷してしまうことがない。   Furthermore, by enclosing the main pipe portion 1a with the buoyancy layer 2, the outer peripheral surface of the main pipe portion 1a is not damaged even if it contacts the inner surface of the existing pipe 4 or the pipe equipment during transportation.

また、浮力層2を安価で軽量な発泡スチロール部21と強度の高い鋼板22との複層構造として機能を分けることで、発泡スチロール部21の厚みを変更するだけで容易に浮力の調整をおこなうことができる。   In addition, by dividing the function of the buoyancy layer 2 as a multilayer structure of an inexpensive and lightweight foamed polystyrene part 21 and a high strength steel plate 22, it is possible to easily adjust the buoyancy simply by changing the thickness of the foamed polystyrene part 21. it can.

さらに、外周面に複数の溝部21a,・・・を設けた発泡スチロール部21であれば、容易に本管部1aに巻き付けることができる。   Furthermore, if it is the foamed polystyrene part 21 which provided the some groove part 21a, ... in the outer peripheral surface, it can wind around the main pipe part 1a easily.

また、本管部1aの両端付近に仮蓋3,3を配設することで、管内への水の浸入を防いで大幅に浮力を増加させることができる。   Further, by disposing the temporary lids 3 and 3 near both ends of the main pipe portion 1a, water can be prevented from entering the pipe and the buoyancy can be greatly increased.

以下、この実施例では、前記実施の形態で説明した浮力層の軽量部管体1とは別の形態について図6を参照しながら説明する。なお、前記実施の形態で説明した内容と同一乃至均等な部分の説明については同一符号を付して説明する。   Hereinafter, in this example, a mode different from the lightweight part tubular body 1 of the buoyancy layer described in the above embodiment will be described with reference to FIG. The description of the same or equivalent parts as those described in the above embodiment will be given the same reference numerals.

図6には、浮力層の軽量部としての発泡スチロール部7の概略構成を説明する斜視図を示した。   In FIG. 6, the perspective view explaining the schematic structure of the polystyrene foam part 7 as a lightweight part of a buoyancy layer was shown.

この発泡スチロール部7は、一辺が本管部1aの長さと略同じ長さで、他辺が本管部1aの周長と略同じ長さの矩形状の両面接着シート7c上に、四角柱状の複数の角柱部7b,・・・を貼り付けて構成されたものである。   The expanded polystyrene part 7 has a rectangular columnar shape on a rectangular double-sided adhesive sheet 7c having one side that is substantially the same length as the main pipe part 1a and the other side that is substantially the same as the peripheral length of the main pipe part 1a. A plurality of prisms 7b,... Are attached.

この角柱部7bは、両面接着シート7cの一辺と略同じ長さの発泡スチロール材で、同じ形状の複数の角柱部7b,・・・が溝部7a,・・・となる隙間を開けて平行に並べられる。   This prismatic part 7b is made of a polystyrene foam material having the same length as one side of the double-sided adhesive sheet 7c, and a plurality of prismatic parts 7b,... Having the same shape are arranged parallel to each other with gaps 7a,. It is done.

そして、両面接着シート7cの下面を本管部1aの外周面に接着しながら巻き付けると、外周面側の溝部7a,・・・が開いて容易に本管部1aに巻き付けることができる。   When the lower surface of the double-sided adhesive sheet 7c is wound while adhering to the outer peripheral surface of the main pipe portion 1a, the grooves 7a,... On the outer peripheral surface side are opened and can be easily wound around the main pipe portion 1a.

このように両面接着シート7cを介して角柱部7b,・・・を連結しておけば、発泡スチロール部7を過度に撓ませても分離することがなく、巻き取った荷姿で搬送することも可能になる。   If the prisms 7b,... Are connected via the double-sided adhesive sheet 7c in this way, the foamed polystyrene part 7 will not be separated even if it is excessively bent, and may be transported in a wound packing form. It becomes possible.

また、両面接着シート7cを使用するため、保護層を設ける前に発泡スチロール部7を本管部1aの外周面に仮固定することができ、作業性が良い。   Moreover, since the double-sided adhesive sheet 7c is used, the foamed polystyrene portion 7 can be temporarily fixed to the outer peripheral surface of the main pipe portion 1a before providing the protective layer, and the workability is good.

なお、他の構成及び作用効果については、前記実施の形態と略同様であるので説明を省略する。   Other configurations and functions and effects are substantially the same as those in the above-described embodiment, and thus description thereof is omitted.

以上、図面を参照して、本発明の最良の実施の形態を詳述してきたが、具体的な構成は、この実施の形態または実施例に限らず、本発明の要旨を逸脱しない程度の設計的変更は、本発明に含まれる。   Although the best embodiment of the present invention has been described in detail with reference to the drawings, the specific configuration is not limited to this embodiment or example, and the design does not depart from the gist of the present invention. Such modifications are included in the present invention.

例えば、前記実施の形態では、円筒状のFRPM管を管体1として使用したが、これに限定されるものではなく、FRP管、鋼管、コンクリート管などいずれの材質及びいずれの形状の管体であっても適用することができる。   For example, in the above embodiment, a cylindrical FRPM pipe is used as the pipe body 1, but the present invention is not limited to this, and any material and any shape pipe body such as an FRP pipe, a steel pipe, or a concrete pipe may be used. It can be applied even if it exists.

また、前記実施の形態では円筒形に成形されたコンクリート製の既設管4内で管体1を運搬する場合について説明したが、これに限定されるものではなく、上面が開放された断面U字型の水路や湖などで搬送する場合にも本発明の管体1を使用することができる。   Moreover, although the said embodiment demonstrated the case where the pipe body 1 was conveyed in the existing pipe 4 made from concrete shape | molded by the cylinder shape, it is not limited to this, The cross-sectional U character by which the upper surface was open | released The pipe body 1 of the present invention can also be used when transporting in a mold waterway or lake.

さらに、前記実施の形態では本管部1aの両端付近に仮蓋3,3を配設したが、これに限定されるものではなく、管体1の内部に水を浸水させた状態で浮かべてもよい。このように仮蓋3,3が無い方が推進に対する抵抗が減るので運搬が容易になる場合がある。   Further, in the above embodiment, the temporary lids 3 and 3 are disposed in the vicinity of both ends of the main pipe portion 1a. However, the present invention is not limited to this, and the main body 1a is floated in a state where water is immersed in the tube body 1. Also good. Thus, the direction without the temporary lids 3 and 3 may reduce the resistance to propulsion and may facilitate transportation.

また、前記実施の形態では本管部1aの全周を囲繞する筒状の浮力層2を設けたが、これに限定されるものではなく、水面S下に水没する可能性のある管体1の下部にだけ断面視円弧状の半円筒形の浮力層を設けるものであってもよい。   Moreover, in the said embodiment, although the cylindrical buoyancy layer 2 which surrounds the perimeter of the main pipe part 1a was provided, it is not limited to this, The pipe body 1 which may be submerged under the water surface S A semi-cylindrical buoyancy layer having a circular arc shape in cross section may be provided only at the lower part of the plate.

また、前記実施の形態及び実施例では軽量部を発泡スチロール材によって形成したが、これに限定されるものではなく、ウレタンファームなどエアモルタル6などの充填材の充填圧によって破壊されない程度の強度を有する比較的密度の小さな軽量材料であればよい。   Moreover, although the lightweight part was formed with the expanded polystyrene material in the said embodiment and Example, it is not limited to this, It has the intensity | strength of the grade which is not destroyed by the filling pressure of fillers, such as air mortar 6, such as a urethane farm. Any light material with a relatively small density may be used.

さらに、保護部として鋼板22を使用したが、これに限定されるものではなく、アルミ板、プラスチック板なども使用することができる。   Furthermore, although the steel plate 22 was used as a protection part, it is not limited to this, An aluminum plate, a plastic plate, etc. can be used.

本発明の最良の実施の形態の管体を運搬する状況を説明する説明図である。It is explanatory drawing explaining the condition which conveys the tubular body of the best embodiment of this invention. 管体に発泡スチロール部を巻き付ける状況を説明する斜視図である。It is a perspective view explaining the condition where a polystyrene foam part is wound around a pipe. (a)は本管部の外周面に発泡スチロール部を巻き付けた管体の側面図、(b)は発泡スチロール部の外周面に鋼板を巻き付けた管体の側面図である。(A) is a side view of a tubular body in which a foamed polystyrene portion is wound around the outer peripheral surface of the main pipe portion, and (b) is a side view of a tubular body in which a steel plate is wound around the outer peripheral surface of the expanded polystyrene portion. 図1のA−A線方向の断面図である。It is sectional drawing of the AA line direction of FIG. 既設管の内部に管体を配置してその周囲にエアモルタルを充填した管路の構成を示した断面図である。It is sectional drawing which showed the structure of the pipe line which has arrange | positioned the pipe body inside the existing pipe and filled the air mortar around it. 実施例の発泡スチロール部の構成を説明する斜視図である。It is a perspective view explaining the structure of the polystyrene foam part of an Example.

符号の説明Explanation of symbols

1 管体
1a 本管部
2 浮力層
21 発泡スチロール部(軽量部)
21a 溝部
22 鋼板(保護部)
3 仮蓋
7 発泡スチロール部(軽量部)
7a 溝部
DESCRIPTION OF SYMBOLS 1 Tube 1a Main pipe part 2 Buoyancy layer 21 Styrofoam part (light weight part)
21a Groove part 22 Steel plate (protection part)
3 Temporary lid 7 Styrofoam part (lightweight part)
7a Groove

Claims (5)

本管部の外周面の少なくとも一部に水より密度が小さい浮力層を設けたことを特徴とする管体。   A tubular body characterized in that a buoyancy layer having a density lower than that of water is provided on at least a part of an outer peripheral surface of a main pipe portion. 前記浮力層は、本管部の外周面を周方向に囲繞するように形成されていることを特徴とする請求項1に記載の管体。   The tubular body according to claim 1, wherein the buoyancy layer is formed so as to surround an outer peripheral surface of a main pipe portion in a circumferential direction. 前記浮力層は、本管部の外周面に巻き付けられる軽量部とその外周面を被覆する保護部とから構成されていることを特徴とする請求項2に記載の管体。   The tubular body according to claim 2, wherein the buoyancy layer includes a lightweight part wound around an outer peripheral surface of a main pipe part and a protective part covering the outer peripheral surface. 前記軽量部は、外周面に管軸方向に延設された溝部が周方向に間隔を置いて複数形成された発泡スチロール材であることを特徴とする請求項3に記載の管体。   4. The tubular body according to claim 3, wherein the lightweight portion is a foamed polystyrene material in which a plurality of grooves extending in the tube axis direction are formed on the outer peripheral surface at intervals in the circumferential direction. 前記本管部の両端付近には、少なくとも管内下部を閉塞する着脱自在の仮蓋がそれぞれ配設されていることを特徴とする請求項1乃至請求項4のいずれか一項に記載の管体。
The tubular body according to any one of claims 1 to 4, wherein a detachable temporary lid for closing at least a lower portion of the inside of the pipe is provided near both ends of the main pipe part. .
JP2006109869A 2006-04-12 2006-04-12 Tube Pending JP2007285317A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006109869A JP2007285317A (en) 2006-04-12 2006-04-12 Tube

Applications Claiming Priority (1)

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JP2006109869A JP2007285317A (en) 2006-04-12 2006-04-12 Tube

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Publication Number Publication Date
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Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011106537A (en) * 2009-11-16 2011-06-02 Sekisui Chem Co Ltd Method for regenerating existing pipe
CN109611061A (en) * 2018-11-29 2019-04-12 中国海洋石油集团有限公司 A method of floating tripping in screen casing
CN109611060A (en) * 2018-11-26 2019-04-12 中国海洋石油集团有限公司 A kind of floating screen casing
CN112460369A (en) * 2020-10-29 2021-03-09 周燕红 Gravity center sinking type wind wave preventing dredging pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011106537A (en) * 2009-11-16 2011-06-02 Sekisui Chem Co Ltd Method for regenerating existing pipe
CN109611060A (en) * 2018-11-26 2019-04-12 中国海洋石油集团有限公司 A kind of floating screen casing
CN109611061A (en) * 2018-11-29 2019-04-12 中国海洋石油集团有限公司 A method of floating tripping in screen casing
CN112460369A (en) * 2020-10-29 2021-03-09 周燕红 Gravity center sinking type wind wave preventing dredging pipe

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