JP2001153263A - Propulsive pipe - Google Patents

Propulsive pipe

Info

Publication number
JP2001153263A
JP2001153263A JP33948599A JP33948599A JP2001153263A JP 2001153263 A JP2001153263 A JP 2001153263A JP 33948599 A JP33948599 A JP 33948599A JP 33948599 A JP33948599 A JP 33948599A JP 2001153263 A JP2001153263 A JP 2001153263A
Authority
JP
Japan
Prior art keywords
pipe
propulsion
cylindrical
strength
external pressure
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.)
Withdrawn
Application number
JP33948599A
Other languages
Japanese (ja)
Inventor
Takamitsu Tazawa
田澤貴光
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.)
Fujimura Fume Kan KK
Original Assignee
Fujimura Fume Kan KK
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 Fujimura Fume Kan KK filed Critical Fujimura Fume Kan KK
Priority to JP33948599A priority Critical patent/JP2001153263A/en
Publication of JP2001153263A publication Critical patent/JP2001153263A/en
Withdrawn legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a propulsive pipe which is resistible to an flexural effect caused by meanderings during propulsion and curved propulsion, and to an external pressure strength caused by a high earth pressure or the like produced by covering with thick earth after execution of propulsion, and also can cope with an earthquake. SOLUTION: An outer periphery of an approximately central portion 11 in the axial direction of the propulsive pipe is covered integrally with a cylindrical reinforcing pipe 21 with a large width and an almost half of the entire length of the propulsive pipe to thereby cope with flexural strength to the central portion 11 of the propulsive pipe.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、管中央部において
曲げ強度に対応する推進管や、外圧強度に対応可能な推
進管等に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion pipe capable of coping with bending strength at the center of the pipe, a propulsion pipe capable of coping with external pressure strength, and the like.

【0002】[0002]

【従来の技術】従来、外殻全域を鋼管で被覆して推進管
を補強する方法は実公平2―3028号広報に記載され
ているように既に公知である。これは、礫層を推進する
際の僅かの曲がりでも管に大きな曲げの作用が働く場合
に用いる推進管や大きい土被りによる土圧、硬質地盤中
での地震力に耐える管として用いることがある。また、
土被りの大きい高土被りの所に使用する推進管のヒュー
ム管は、管の肉厚を特厚管に形成して前記高土被りの箇
所に対応させている。
2. Description of the Related Art Conventionally, a method for reinforcing a propulsion pipe by covering the entire outer shell with a steel pipe is already known as described in Japanese Utility Model Publication No. 2-3028. This may be used as a propulsion pipe used when a large bending action acts on the pipe even if a slight bend occurs when propelling the gravel layer, a pipe that withstands the earth pressure due to a large earth cover, and a seismic force in hard ground . Also,
The fume pipe of the propulsion pipe used in a high earth covering area with a large earth covering is formed in a special thickness pipe so as to correspond to the high earth covering place.

【0003】[0003]

【発明が解決しようとする課題】しかし、前記従来の技
術では、以下のような問題点がある。 1)管外周全域を鋼管で被覆することは、一本の推進管
の長さと管外周に対応させた一枚の鋼板をベンデングロ
ール等の機械で円筒状に加工するため、大変な労力を要
している。更に,大きな1枚の鋼板を加工するために、
費用も高くなるという問題点がある。 2)また、通常、地下の永久構造物に鋼材を用いる場合
は、鋼材の腐食を見込んだ鋼材厚とする。鋼材の腐食代
は普通100年間使用するとして2mmとする。従っ
て、経済性を考慮して鋼材を使用する場合、鋼材の市場
性から最小厚として4.5mmとするのが一般的であ
る。これでは、鋼材の有無による強度の差が余りに大き
くなり(鋼材の厚さ4.5mmで呼び径1000の推進
管を補強すると、補強によって3から4倍の強度増とな
る。)、その中間の強度の管で良い場合でも過大な強度
を有する管を使用せざるを得なければならないという問
題点がある。 3)外圧B形管及び外圧C形管において、高土被りの所
ではJISで定められている肉厚では対応出来ず、管厚
を特に厚くした特厚管を製作し高土被りに対応してい
た。しかし、特厚管を製作するには、その厚さに対応し
た型枠が必要となるため、費用が掛かるばかりでなく、
管の重量も増すため、設備も変更しなければならなくな
るという問題点がある。本発明は上記問題点を解決する
ために、推進中における蛇行や、曲線推進による曲げの
作用に強く、施工後における高土被りによって発生する
高土圧等による外圧強度に強く、更に、耐震性にも対応
可能な推進管の提供を目的としている。
However, the conventional technique has the following problems. 1) Covering the entire outer circumference of the pipe with steel pipe requires a great deal of labor because a single steel plate corresponding to the length of one propulsion pipe and the outer circumference of the pipe is machined into a cylindrical shape by a machine such as a bending roll. I need it. Furthermore, in order to process a single large steel sheet,
There is a problem that the cost increases. 2) When steel is used for permanent structures underground, the thickness of the steel shall be set to allow for corrosion of the steel. The corrosion allowance for steel materials is 2 mm, assuming that it will normally be used for 100 years. Therefore, when a steel material is used in consideration of economy, the minimum thickness is generally set to 4.5 mm from the marketability of the steel material. In this case, the difference in strength due to the presence or absence of the steel material becomes too large (when reinforcing a propulsion pipe having a nominal thickness of 1000 with a steel material thickness of 4.5 mm, the reinforcement increases the strength three to four times by reinforcement). There is a problem in that a tube having excessive strength must be used even when a tube having high strength is sufficient. 3) For external pressure B-type pipes and external pressure C-type pipes, the wall thickness specified by JIS cannot be used in places with high earth cover, and extra thick pipes with particularly thick pipes are manufactured to cope with high earth cover. I was However, in order to manufacture extra-heavy tubes, a formwork corresponding to the thickness is required, which not only costs money,
There is a problem that the equipment must be changed because the weight of the pipe increases. In order to solve the above problems, the present invention has a strong resistance to meandering during propulsion and bending due to curved propulsion, a strong external pressure strength due to a high earth pressure generated by a high earth cover after construction, and a seismic resistance. The aim is to provide a propulsion pipe that can respond to the problems.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、請求項1に記載の発明の推進管は、管軸方向ほぼ中
央部の外周を、管全長のほぼ半分長さ程度の円筒状で幅
広の補強管で一体に被覆し、管中央部に対する曲げ強度
に対応可能に形成したことを特徴としている。請求項2
に記載の発明の推進管は、管軸方向外周に、管全長を複
数に分割した形態の幅の狭い円筒状の補強管を、ほぼ均
等な間隔で複数個一体に被覆し、管に対する外圧強度に
対応可能に形成したことを特徴としている。請求項3に
記載の発明の推進管は、管軸方向ほぼ中央部の外周を、
管全長のほぼ半分長さ程度の円筒状で幅広の補強管で一
体に被覆すると共に、長手方向両端部に幅の狭い円筒状
の補強管を一体に被覆し、管に対する管中央部に対する
曲げ強度及び外圧強度に対応可能に形成したことを特徴
としている。請求項4に記載の発明の推進管の請求項第
1項又は第2項又は第3項における補強管は、円筒状の
鋼管であることを特徴としている。請求項5に記載の発
明の推進管の請求項第1項又は第2項又は第3項におけ
る補強管は、引っ張り力に強い炭素繊維補強プラスチッ
クス材で円筒状に形成した管であることを特徴としてい
る。
According to a first aspect of the present invention, there is provided a propulsion pipe having a cylindrical shape having a substantially central portion in the axial direction of the pipe, the outer circumference of which is approximately half the entire length of the pipe. It is characterized in that it is integrally coated with a wide reinforcing pipe so as to be able to cope with the bending strength with respect to the central part of the pipe. Claim 2
In the propulsion pipe according to the invention described in (1), a plurality of cylindrical reinforcing pipes each having a narrow width in a form in which the entire pipe length is divided into a plurality of pieces are integrally coated at substantially equal intervals on the outer circumference in the pipe axis direction, and the external pressure strength on the pipes It is characterized by being formed so as to be able to cope with. In the propulsion pipe according to the third aspect of the present invention, the outer periphery of a substantially central portion in the pipe axis direction is
Along with a cylindrical and wide reinforcing pipe of about half the length of the pipe, it is integrally covered with a wide and narrow reinforcing pipe. And is formed to be able to cope with the external pressure strength. According to a fourth aspect of the present invention, in the first aspect, the second aspect, or the third aspect, the reinforcing pipe is a cylindrical steel pipe. The reinforcing pipe according to claim 1 or 2 or 3 of the propulsion pipe according to claim 5 is a pipe formed in a cylindrical shape from a carbon fiber reinforced plastic material having high tensile strength. Features.

【0005】[0005]

【作用】管の曲げ強度に対応する推進管の場合は、管全
長のほぼ半分長さ程度の円筒状の補強管で一体に被覆し
てあるために、管中央部に対する曲げ強度に対応可能で
ある(図1参照)。図16のような高土被りの場合に
も、 図2〜図4のように、管軸方向外周に管全長を複数
に分割した形態の幅の狭い円筒状の補強管を、ほぼ均等
な間隔で複数個一体に被覆し、管に対する外圧強度に対
応可能に形成したため、推進中における蛇行や、曲線推
進による曲げの作用に強く、施工後における高土被りに
よって発生する高土圧等による外圧強度に強く、更に、
地震時の土圧にも対応できる。さらに、図5、図6のよう
に、管軸方向ほぼ中央部の外周を、管全長のほぼ半分長
さ程度の円筒状で幅広の補強管で一体に被覆し、かつ長
手方向両端部に幅の狭い円筒状の補強管を一体に被覆し
た推進管では、管に対する管中央部に対する曲げ強度及
び外圧強度に対応可能となり、推進中における蛇行や、
曲線推進による曲げの作用に強く、施工後における高土
被りによって発生する高土圧等による外圧強度に強く、
更に、地震時の土圧にも対応できる。
[Function] In the case of the propulsion pipe corresponding to the bending strength of the pipe, it is possible to cope with the bending strength with respect to the center of the pipe because it is integrally coated with a cylindrical reinforcing pipe of about half the length of the pipe. (See Figure 1). Even in the case of high earth covering as shown in FIG. 16, as shown in FIGS. 2 to 4, a narrow cylindrical reinforcing pipe in a form in which the entire length of the pipe is divided into a plurality of pieces on the outer circumference in the pipe axis direction is substantially uniformly spaced. , Which are resistant to meandering during propulsion and bending due to curved propulsion, and high external pressure due to high earth pressure caused by high overburden after construction. Strong,
Can respond to earth pressure during an earthquake. Further, as shown in FIGS. 5 and 6, the outer periphery at the substantially central portion in the pipe axis direction is integrally covered with a cylindrical and wide reinforcing pipe having a length of about half of the entire length of the pipe, and widths are provided at both ends in the longitudinal direction. The propulsion pipe, which is integrally covered with a narrow cylindrical reinforcing pipe, can respond to the bending strength and external pressure strength of the pipe against the center of the pipe, meandering during propulsion,
Strong against bending action due to curved propulsion, strong against external pressure due to high earth pressure generated by high earth covering after construction,
Furthermore, it can respond to earth pressure during an earthquake.

【0006】[0006]

【発明の実施の態様】本発明の実施態様を、図1〜図1
5により説明する。本発明は、図17、図18に示した
ような、一般の外圧管(ヒューム管)と図19のような
推進用ヒューム管等の推進管に適用される。管11,12,
13の外周には、曲げ強度に対応させるか、外圧強度に対
応させるためのものか等の目的に応じ、前記強度に対応
する位置に補強管21、31が配置されている。すなわ
ち、図1のように、管軸方向ほぼ中央部11の外周を、
管全長のほぼ半分長さ程度の円筒状の補強管21で一体
に被覆し、管中央部に対する曲げ強度に対応可能にされ
ている。また、 図2、3、4のように、管軸方向外周に、
管全長を複数に分割した形態の幅の狭い円筒状の補強管
31をほぼ均等な間隔で複数個配置して一体に被覆し、
管に対する外圧強度に対応可能にされている。さらに、
図5、図6のように、管軸方向ほぼ中央部11の外周を、
管全長のほぼ半分長さ程度の円筒状で幅広の補強管21
で一体に被覆し、かつ長手方向両端部に幅の狭い円筒状
の補強管31を一体に被覆した推進管では、管に対する
管中央部に対する曲げ強度及び外圧強度に対応可能とな
り、推進中における蛇行や、曲線推進による曲げの作用
に強く、施工後における高土被りによって発生する高土
圧等による外圧強度に強く、更に、地震時の土圧にも対
応できるようにししている。前記補強管21,31は、円筒
状の鋼管22でもよく、引っ張り力に強い、炭素繊維補
強プラスチックス材で円筒状に形成した管32でもよ
い。また、円筒状の鋼管22と炭素繊維補強プラスチッ
クス材で円筒状に形成した管32とを適宜組合せて配置
してもよい。前記鋼管22の場合は、厚さ4.5mmから
9mm程度の鋼板を目的に応じた幅に切断し、その後ベ
ンデングロール等の機械で円筒状に加工し、型枠内に固
定して推進管11、12、13を製作する。また、厚さ4.5
mmから9mm程度の円筒状の炭素繊維補強プラスチッ
クス材を目的に応じた幅に切断、その後、筒状に加工し
た後、型枠内に固定して製作される。この炭素繊維補強
プラスチックス材で製作した管32は、引っ張り強度が鋼
管22の約1/2程度のものでもよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described with reference to FIGS.
5 will be described. The present invention is applied to a propulsion pipe such as a general external pressure pipe (fume pipe) as shown in FIGS. 17 and 18, and a propulsion fume pipe as shown in FIG. Tubes 11, 12,
Reinforcing pipes 21 and 31 are arranged on the outer periphery of 13 at positions corresponding to the strength according to the purpose such as whether the strength corresponds to the bending strength or the strength of the external pressure. That is, as shown in FIG.
The tube is integrally covered with a cylindrical reinforcing tube 21 having a length of about half of the entire length of the tube so as to be able to cope with bending strength with respect to the center of the tube. Also, as shown in FIGS. 2, 3, and 4,
A plurality of narrow cylindrical reinforcing pipes 31 in a form in which the entire length of the pipe is divided into a plurality of pieces are arranged at substantially equal intervals and integrally covered,
It is made possible to cope with the external pressure intensity on the pipe. further,
As shown in FIG. 5 and FIG. 6, the outer periphery of the tube portion
A cylindrical and wide reinforcing pipe 21 having a length of about half of the entire length of the pipe.
In a propulsion pipe integrally covered with a pipe and integrally covered with a narrow cylindrical reinforcing pipe 31 at both ends in the longitudinal direction, it is possible to cope with bending strength and external pressure strength of the pipe with respect to the center of the pipe, and meandering during propulsion In addition, it is strong against bending action due to curved propulsion, strong against external pressure due to high earth pressure generated by high earth covering after construction, and capable of responding to earth pressure during an earthquake. The reinforcing pipes 21 and 31 may be cylindrical steel pipes 22 or cylindrical pipes 32 made of carbon fiber reinforced plastics and having a high tensile strength. Further, the cylindrical steel pipe 22 and the cylindrical pipe 32 formed of carbon fiber reinforced plastics may be appropriately combined and arranged. In the case of the steel pipe 22, a steel sheet having a thickness of about 4.5 mm to 9 mm is cut into a width according to the purpose, then processed into a cylindrical shape with a machine such as a bending roll, fixed in a formwork, and fixed to a propulsion pipe. Produce 11, 12, 13. In addition, thickness 4.5
It is manufactured by cutting a cylindrical carbon fiber reinforced plastic material of about 9 mm to 9 mm into a width according to the purpose, processing it into a cylindrical shape, and fixing it in a mold. The pipe 32 made of the carbon fiber reinforced plastics material may have a tensile strength of about 1/2 of the steel pipe 22.

【0007】[0007]

【発明の効果】本発明は上述の通り構成されているの
で、次に記載する効果を奏する。 (1)管の曲げ強度に対応する推進管の場合は、管外周の
管中央部に管長の約半分程度の円筒状の補強管を配設し
たため、管中央部に対する曲げ強度に対応可能である。
従って、推進管は曲げ強度が向上しているため、胴折れ
や破壊、破損等をなくすることができる。また、曲げ強
度に優れた推進管が経済的に製作できる。 (2)高土被りに対応するため、管の長手方向に、幅の狭
い円筒状の補強管を、ほぼ均等な間隔で複数個配設した
ことにより、管の肉厚を厚くしたり、管外周全域を鋼管
で被覆したりする必要はなくなり、推進中における蛇行
や、曲線推進による曲げの作用に強く、施工後における
高土被りによって発生する高土圧等による外圧強度に強
く、更に、地震時に発生する高土圧にも対応できる。 (3)管軸方向ほぼ中央部の外周を、管全長のほぼ半分長
さ程度の円筒状で幅広の補強管で一体に被覆し、かつ長
手方向両端部に幅の狭い円筒状の補強管を一体に被覆し
た推進管では、管に対する管中央部に対する曲げ強度及
び外圧強度に対応可能となり、推進中における蛇行や、
曲線推進による曲げの作用に強く、施工後における高土
被りによって発生する高土圧等による外圧強度に強く、
更に、地震時の土圧にも対応できる。 (4)補強管は管全体を被覆するような大きな一枚の鋼板
を加工せず、管の長手方向の半分長さ程度、又はそれよ
り狭い幅の補強管を加工するため加工費が安価である。
また、炭素繊維補強プラスチックス材で円筒状に形成し
た管3を使用する場合は、軽量に製作でき、引っ張り強
度に対応できる。 (5)また、一枚の鋼板で補強管を製作する場合は重量が
あるため人の手で型枠内に運搬してセットするのは、相
当の労力を要するが、本発明の補強管は幅の狭い補強管
を使用しているため、軽量であるから型枠へのセット作
業が少ない労力で簡単にできる。
Since the present invention is configured as described above, the following effects can be obtained. (1) In the case of a propulsion pipe corresponding to the bending strength of the pipe, a cylindrical reinforcing pipe with a length of about half of the pipe length is arranged at the center of the pipe on the outer circumference of the pipe, so it is possible to respond to the bending strength for the center of the pipe .
Therefore, since the bending strength of the propulsion tube is improved, it is possible to prevent the body from being broken, broken, broken, or the like. Further, a propulsion pipe having excellent bending strength can be manufactured economically. (2) In order to cope with high earth cover, a plurality of narrow cylindrical reinforcing pipes are arranged at almost equal intervals in the longitudinal direction of the pipe to increase the wall thickness of the pipe, It is no longer necessary to cover the entire outer circumference with steel pipes, it is resistant to meandering during propulsion and bending due to curved propulsion, strong against external pressure due to high earth pressure generated by high earth cover after construction, and furthermore, earthquake It can cope with high earth pressure that sometimes occurs. (3) The outer periphery of the center part in the pipe axis direction is integrally covered with a cylindrical and wide reinforcing pipe having a length of about half of the entire length of the pipe, and narrow cylindrical reinforcing pipes are provided at both ends in the longitudinal direction. With the integrally coated propulsion pipe, it is possible to respond to the bending strength and external pressure strength of the pipe at the center of the pipe, meandering during propulsion,
Strong against bending action due to curved propulsion, strong against external pressure due to high earth pressure generated by high earth covering after construction,
Furthermore, it can respond to earth pressure during an earthquake. (4) Reinforcement pipes do not process a single large steel sheet that covers the entire pipe, but process half the length of the pipe in the longitudinal direction or a reinforcement pipe with a width smaller than that. is there.
Further, in the case of using the tube 3 formed of a carbon fiber reinforced plastics material in a cylindrical shape, the tube 3 can be manufactured to be lightweight and can cope with the tensile strength. (5) Also, when manufacturing a reinforcing pipe from a single steel sheet, it is heavy and it takes considerable effort to transport and set it in the formwork by hand, but the reinforcing pipe of the present invention requires Since a narrow reinforcing pipe is used, it is lightweight, so that the setting work on the formwork can be easily performed with little labor.

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

【図1】本発明の管中央部に対する曲げ強度に対応する
推進用ヒューム管の正面図である。
FIG. 1 is a front view of a propulsion fume tube corresponding to a bending strength with respect to a center portion of the tube according to the present invention.

【図2】本発明の外圧強度に対応する推進用ヒューム管
の正面図である。
FIG. 2 is a front view of a propulsion fume tube corresponding to the external pressure strength of the present invention.

【図3】本発明の外圧強度に対応する外圧B形管の正面
図である。
FIG. 3 is a front view of an external pressure B-shaped tube corresponding to the external pressure strength of the present invention.

【図4】本発明の外圧強度に対応する外圧C形管の正面
図である。
FIG. 4 is a front view of an external pressure C-shaped tube corresponding to the external pressure strength of the present invention.

【図5】本発明の管中央部に対する曲げ強度に対応する
外圧B形管の正面図である。
FIG. 5 is a front view of an external pressure B-shaped pipe corresponding to a bending strength with respect to a pipe central portion of the present invention.

【図6】本発明の管中央部に対する曲げ強度に対応する
外圧C形管の正面図である。
FIG. 6 is a front view of an external pressure C-shaped pipe corresponding to a bending strength with respect to a pipe center portion of the present invention.

【図7】本発明の管中央部に対する曲げ強度に対応する
推進用ヒューム管の中央縦一部拡大断面図である。
FIG. 7 is a partially enlarged longitudinal cross-sectional view of the center of the propulsion fume tube corresponding to the bending strength of the center portion of the tube according to the present invention.

【図8】本発明の外圧強度に対応する推進用ヒューム管
の中央縦一部拡大断面図である。
FIG. 8 is a partially enlarged vertical cross-sectional view of the center of the propulsion fume tube corresponding to the external pressure strength of the present invention.

【図9】本発明の外圧強度に対応する外圧B形管の中央
縦一部拡大断面図である。
FIG. 9 is an enlarged cross-sectional view of the central portion of the external pressure B-shaped pipe corresponding to the external pressure strength of the present invention.

【図10】本発明の外圧強度に対応する外圧C形管の中
央縦一部拡大断面図である。
FIG. 10 is an enlarged cross-sectional view of a central vertical part of an external pressure C-shaped tube corresponding to the external pressure strength of the present invention.

【図11】本発明の管中央部に対する曲げ強度に対応す
る外圧B形管の中央縦一部拡大断面図である。
FIG. 11 is an enlarged cross-sectional view of a central portion of an external pressure B-shaped tube corresponding to a bending strength with respect to a center portion of the tube of the present invention.

【図12】本発明の管中央部に対する曲げ強度に対応す
る外圧C形管の中央縦一部拡大断面図である。
FIG. 12 is a partially enlarged vertical cross-sectional view of a central portion of an external pressure C-shaped tube corresponding to a bending strength with respect to a central portion of the tube of the present invention.

【図13】本発明の補強管の斜視図である。FIG. 13 is a perspective view of a reinforcing pipe of the present invention.

【図14】本発明の補強管の斜視図である。FIG. 14 is a perspective view of a reinforcing pipe of the present invention.

【図15】鋼板をベンデングロール等の機械で成形して
いる状態図である。
FIG. 15 is a view showing a state where a steel sheet is formed by a machine such as a bending roll.

【図16】高土被りの所で土圧が働いている箇所の状態
図である。
FIG. 16 is a state diagram of a place where earth pressure is working at a place of high earth covering.

【図17】従来の外圧B形管の正面図である。FIG. 17 is a front view of a conventional external pressure B-type tube.

【図18】従来の外圧C形管の正面図である。FIG. 18 is a front view of a conventional external pressure C-shaped tube.

【図19】従来の実施例の推進用ヒューム管の正面図で
ある。
FIG. 19 is a front view of a propulsion fume tube according to a conventional example.

【符号の説明】[Explanation of symbols]

1 推進管 11 中央部 12 外圧B形管 13 外圧C形管 2 補強管 21 幅広補強管 22 鋼管 3 幅の狭い補強管 31 炭素繊維補強プラスチックス材の管 DESCRIPTION OF SYMBOLS 1 Propulsion pipe 11 Central part 12 External pressure B type pipe 13 External pressure C type pipe 2 Reinforcement pipe 21 Wide reinforcement pipe 22 Steel pipe 3 Narrow reinforcement pipe 31 Carbon fiber reinforced plastics pipe

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 管軸方向ほぼ中央部の外周を、管全長の
ほぼ半分長さ程度の円筒状で幅広の補強管で一体に被覆
し、管中央部に対する曲げ強度に対応可能に形成したこ
とを特徴とする推進管。
1. An outer periphery of a substantially central portion in a pipe axial direction is integrally covered with a cylindrical and wide reinforcing pipe having a length of about half of the entire length of the pipe, and formed so as to be able to cope with a bending strength with respect to the central part of the pipe. Characterized by a propulsion tube.
【請求項2】 管軸方向外周に、管全長を複数に分割し
た形態の幅の狭い円筒状の補強管を、ほぼ均等な間隔で
複数個一体に被覆し、管に対する外圧強度に対応可能に
形成したことを特徴とする推進管。
2. A plurality of narrow cylindrical reinforcing pipes each having a total length divided into a plurality of sections are integrally coated at substantially equal intervals on the outer circumference in the pipe axis direction so as to be able to cope with the external pressure strength of the pipes. A propulsion pipe characterized by being formed.
【請求項3】 管軸方向ほぼ中央部の外周を、管全長の
ほぼ半分長さ程度の円筒状で幅広の補強管で一体に被覆
すると共に、長手方向両端部に幅の狭い円筒状の補強管
を一体に被覆し、管に対する管中央部に対する曲げ強度
及び外圧強度に対応可能に形成したことを特徴とする推
進管。
3. An outer periphery of a substantially central portion in the axial direction of the pipe is integrally covered with a cylindrical and wide reinforcing pipe having a length of about half of the entire length of the pipe, and a narrow cylindrical reinforcement is provided at both ends in the longitudinal direction. A propulsion pipe comprising a pipe integrally coated and formed so as to be able to cope with a bending strength and an external pressure strength with respect to a pipe central portion with respect to the pipe.
【請求項4】 補強管は、円筒状の鋼管であることを特
徴とする請求項第1項、第2項又は第3項に記載の推進
管。
4. The propulsion pipe according to claim 1, wherein the reinforcement pipe is a cylindrical steel pipe.
【請求項5】 補強管は、引っ張り力に強い炭素繊維補
強プラスチックス材で円筒状に形成した管であることを
特徴とする請求項第1項、第2項又は第3項に記載の推
進管。
5. The propulsion according to claim 1, wherein the reinforcing pipe is a pipe formed of a carbon fiber reinforced plastic material having a high tensile strength and having a cylindrical shape. tube.
JP33948599A 1999-11-30 1999-11-30 Propulsive pipe Withdrawn JP2001153263A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33948599A JP2001153263A (en) 1999-11-30 1999-11-30 Propulsive pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33948599A JP2001153263A (en) 1999-11-30 1999-11-30 Propulsive pipe

Publications (1)

Publication Number Publication Date
JP2001153263A true JP2001153263A (en) 2001-06-08

Family

ID=18327920

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33948599A Withdrawn JP2001153263A (en) 1999-11-30 1999-11-30 Propulsive pipe

Country Status (1)

Country Link
JP (1) JP2001153263A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013147812A (en) * 2012-01-18 2013-08-01 Kidoh Construction Co Ltd Propulsion pipe for backing prevention
JP2015143454A (en) * 2013-12-25 2015-08-06 日本ヒューム株式会社 Concrete jacked pipe for pipe jacking method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013147812A (en) * 2012-01-18 2013-08-01 Kidoh Construction Co Ltd Propulsion pipe for backing prevention
JP2015143454A (en) * 2013-12-25 2015-08-06 日本ヒューム株式会社 Concrete jacked pipe for pipe jacking method

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