JPH06257396A - Preventing method for injury of inner circumferential face of main tube in propulsive construction method for double tube - Google Patents

Preventing method for injury of inner circumferential face of main tube in propulsive construction method for double tube

Info

Publication number
JPH06257396A
JPH06257396A JP6594793A JP6594793A JPH06257396A JP H06257396 A JPH06257396 A JP H06257396A JP 6594793 A JP6594793 A JP 6594793A JP 6594793 A JP6594793 A JP 6594793A JP H06257396 A JPH06257396 A JP H06257396A
Authority
JP
Japan
Prior art keywords
pipe
mud
main
tube
main pipe
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.)
Pending
Application number
JP6594793A
Other languages
Japanese (ja)
Inventor
Mitsutoshi Hayashi
光俊 林
Akitaka Fujita
明孝 藤田
Shingo Nagashima
伸吾 長島
Makoto Iyama
誠 楮山
Hideki Uno
秀樹 宇野
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.)
Tokyo Gas Co Ltd
Iseki Poly Tech Inc
Original Assignee
Tokyo Gas Co Ltd
Iseki Poly Tech Inc
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 Tokyo Gas Co Ltd, Iseki Poly Tech Inc filed Critical Tokyo Gas Co Ltd
Priority to JP6594793A priority Critical patent/JPH06257396A/en
Publication of JPH06257396A publication Critical patent/JPH06257396A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To prevent the inner circumferential face of a main tube from being injured by means of mud feed and drain tubes going in and out in the main tube, when the main tube of a direct push propulsive double steel tube is propelled in the earth. CONSTITUTION:When a direct push propulsive double steel tube 5 is propelled with a prime pusher jack 8 and mud feed and drain tubes 10, 11 are taken in and out against the main tube 7 of the double steel tube 5, a holding member 13 consisting of a tube receiving base 13a and an elastic wheel 13b is fitted to the mud feed and drain tubes 10, 11. While running the holding member 13 in the main tube 7, the mud feed and drain tubes 10, 11 are taken in and out of the main tube 7.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、二重管推進工法の施工
時に本管内に出し入れする送泥管或いは排泥管(以下単
に送排泥管という)によって、本管内に予め施された樹
脂塗装膜が損傷することを防止可能とした本管内周面の
損傷防止方法に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a resin preliminarily applied to a main pipe by a mud pipe or a mud pipe (hereinafter simply referred to as a mud pipe) which is put into and taken out of the main pipe during construction of the double pipe propulsion method. The present invention relates to a method for preventing damage to the inner peripheral surface of a main pipe, which can prevent the coating film from being damaged.

【0002】[0002]

【従来の技術】従来、シ−ルド推進工法を実施するに於
いては、例えば特開昭60−246994号公報或いは
実開昭63−5095号公報に示す如く、シ−ルド本体
が地盤を推進する際に泥水を供給する送泥管と、掘削さ
れた土砂が混入された泥水を排出する排泥管とが夫々シ
−ルド本体の後部に取り付けられると共に、このシ−ル
ド本体に接続する複数個のコンクリ−ト管,プラスチッ
ク管,鋼管等の推進管の内部にもこれ等の送泥管と排泥
管とが夫々挿通されていた。
2. Description of the Related Art Conventionally, in carrying out a shield propulsion method, as shown in, for example, JP-A-60-246994 or JP-A-63-5095, the shield body propels the ground. A mud pipe for supplying mud water and a mud pipe for discharging mud water mixed with excavated earth and sand are attached to the rear part of the shield body, and a plurality of pipes are connected to the shield body. These mud pipes and mud pipes were also inserted inside the individual concrete pipes, plastic pipes, steel pipes, and other propulsion pipes.

【0003】[0003]

【発明が解決しようとする課題】然るに、このような送
泥管と排泥管と(送排泥管)は泥水を給排する構造を有
するために比較的重量があり、この送排泥管を推進管に
出し入れするに当たって、送排泥管を推進管の内面にそ
のまま摺動させた場合には、推進管の内面を損傷せしめ
る問題があった。上下水道等に使用されるコンクリ−ト
管やプラスチック管に於いては、送排泥管の摺動による
損傷はそれ程問題にならないが、ガスを送給する鋼管の
内面に損傷を生じさせた場合には、長年の間にこの損傷
部分から腐食が発生し、大きな事故になる危険があっ
た。
However, since such a mud pipe and a mud pipe (a mud pipe) have a structure for supplying and discharging mud, the mud pipe is relatively heavy. When the sludge feed pipe was slid on the inner surface of the propulsion pipe to move it in and out of the propulsion pipe, there was a problem of damaging the inner surface of the propulsion pipe. In concrete pipes and plastic pipes used for water and sewage, the damage caused by sliding of the mud pipe is not a problem, but when the inner surface of the steel pipe that feeds gas is damaged. For many years, there was a risk of corrosion from this damaged area, resulting in a major accident.

【0004】従って、最近のガスを送給する鋼管の内周
面にはその鋼管の内周面を保護するために樹脂塗装が施
されていたが、前述の如く、直押で推進する場合いは、
鋼管の内部に送排泥管を出し入れするために、送排泥管
の摺動摩擦によって、樹脂塗装膜が損傷して部分的に剥
離してしまう問題があった。
Therefore, a resin coating has been applied to the inner peripheral surface of a steel pipe for feeding a gas recently in order to protect the inner peripheral surface of the steel pipe. Is
There is a problem that the resin coating film is damaged and partially peeled off due to the sliding friction of the mud discharge pipe in order to take the mud discharge pipe in and out of the steel pipe.

【0005】本発明に係る二重管の推進工法に於ける本
管内周面の損傷防止方法は、前述のこれ等の問題点を根
本的に改善した技術であって、特に二重推進工法によっ
て推進されるガス供給用の鋼管製二重管の内の、内側の
本管内周面がこの本管内に出し入れされる送排泥管の摺
動によって損傷することを防止可能とした全く新しい技
術を提供するものである。
The method for preventing damage to the inner peripheral surface of the main pipe in the double pipe propulsion method according to the present invention is a technique which has fundamentally improved the above problems, and in particular, the double propulsion method is used. A completely new technology that can prevent damage to the inner peripheral surface of the inner main pipe of the steel pipe double pipe for gas supply to be propelled by the sliding of the mud pipe that is taken in and out of this main pipe. It is provided.

【0006】[0006]

【課題を解決するための手段】本発明に係る二重管の推
進工法に於ける本管内周面の損傷防止方法は、前述の従
来の問題点を根本的に改善した技術であって、その要旨
は、シ−ルド本体の後端に複数個の直押推進二重鋼管の
本管を順に接続させながらシ−ルド本体に推力を与えて
該シ−ルド本体及び本管を地盤中に推進させる二重管の
推進工法に於いて、前記本管内に挿通される送泥管或い
は排泥管の所定位置に該送泥管及び排泥管を本管内で摩
擦を少なく走行し得る保持部材を取り付け、該保持部材
を本管内周面にスム−ズに走行させながら前記送泥管及
び排泥管を本管内で出し入れして本管内周面の傷付を防
止するものである。
The method for preventing damage to the inner peripheral surface of the main pipe in the double pipe propulsion method according to the present invention is a technique which fundamentally improves the above-mentioned conventional problems. The gist is to apply thrust to the shield body while sequentially connecting a plurality of main pipes of direct-acting propelling double steel pipes to the rear end of the shield body, and to propel the shield body and the main pipe into the ground. In the double pipe propulsion method, a holding member capable of running the mud pipe and the mud pipe in the main pipe with less friction is provided at a predetermined position of the mud pipe or the mud pipe inserted into the main pipe. The mud-sending pipe and the mud-drain pipe are taken in and out of the main pipe while the holding member is mounted on the inner peripheral face of the main pipe and smoothly run, thereby preventing damage to the inner peripheral face of the main pipe.

【0007】[0007]

【作用】本発明に係る二重管の推進工法に於ける本管内
周面の損傷防止方法は、上述の如く、本管内に送排泥管
を出し入れする際に、本管内での摩擦を少なくして走行
し得る保持部材を送排泥管に取り付けたので、この保持
部材を介して送排泥管を本管内にスム−ズに走行させな
がら出し入れすることが出来ると共に、本管の内周面が
送排泥管の出し入れによって損傷することを防止出来
る。
As described above, the method of preventing damage to the inner peripheral surface of the main pipe in the double pipe propulsion method according to the present invention reduces friction in the main pipe when the sludge discharge pipe is taken in and out of the main pipe. Since a holding member that can be moved by being attached is attached to the mud sending and discharging pipe, the mud sending and discharging pipe can be smoothly moved in and out of the main pipe through this holding member and the inner circumference of the main pipe It is possible to prevent the surface from being damaged by taking in and out the mud pipe.

【0008】[0008]

【実施例】図により本発明に係る二重管の推進工法に於
ける本管内周面の損傷防止方法の一実施例を具体的に説
明すると、図1(A)は本発明の方法を用いてシ−ルド
推進工法を実施している途中の断面説明図、図1(B)
は図1(A)のA−A断面図、図2は図1のシ−ルド推
進工法が完了した後で送排泥管を回収する状態の断面説
明図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for preventing damage to the inner peripheral surface of a main pipe in a double pipe propulsion method according to the present invention will be described in detail with reference to the drawings. FIG. Cross-sectional explanatory view during the execution of the shield propulsion method, Fig. 1 (B)
1A is a cross-sectional view taken along the line AA in FIG. 1A, and FIG. 2 is a cross-sectional explanatory view showing a state in which the mud transmission pipe is recovered after the shield propulsion method in FIG. 1 is completed.

【0009】図1及び図2に於いて、1は推進地盤であ
って、その元部には発進縦坑2が掘削され、かつその先
端側には、到達縦坑3が掘削されている。4はシ−ルド
本体であって、前記推進地盤1を掘削しながら推進して
いる。このシ−ルド本体4には複数個の直押推進二重鋼
管5が連続して並列されている。
In FIGS. 1 and 2, reference numeral 1 is a propulsion ground, a starting shaft 2 is excavated at the base of the propulsion ground, and a reaching shaft 3 is excavated at the tip side thereof. A shield body 4 is propelled while excavating the propulsion ground 1. A plurality of direct-pressing double steel pipes 5 are continuously arranged in parallel on the shield body 4.

【0010】この直押推進二重鋼管5は、外側の外管6
と内側の本管7とにより構成されており、前記発進縦坑
2に設置された元押ジャッキ8で直押しされて推進する
ようになっている。9は元押ジャッキ8の先端に設けら
れた押輪である。10は送泥管、11は排泥管(以下単
に送排泥管10,11という)であり、複数個のものが
接続パイプ12を介して順に連結されている。これ等の
送排泥管10,11は前記本管7内に挿通されると共
に、その先端部はシ−ルド本体4内に挿入され固定され
ている。
This direct-pressing double steel pipe 5 has an outer outer pipe 6
And a main pipe 7 on the inner side, and is directly pushed by a former push jack 8 installed in the starting vertical shaft 2 for propelling. Reference numeral 9 is a push ring provided at the tip of the original push jack 8. Reference numeral 10 is a mud pipe, 11 is a mud pipe (hereinafter simply referred to as mud pipes 10 and 11), and a plurality of pipes are connected in sequence through a connection pipe 12. These mud pipes 10 and 11 are inserted into the main pipe 7, and the tips thereof are inserted and fixed in the shield body 4.

【0011】13は送排泥管10,11の保持部材であ
って、送排泥管10,11を支持する管受け台13a
と、この管受け台13aに回転自在に取り付けられたゴ
ム製の弾性車輪13bとより構成されている。前記直押
推進二重鋼管5の内の本管7の内周面には、その内周面
を保護するために図示しない合成樹脂塗装が施されてい
る。
Reference numeral 13 is a holding member for the sludge feeding pipes 10 and 11, and a pipe cradle 13a for supporting the sludge feeding pipes 10 and 11.
And a rubber elastic wheel 13b rotatably attached to the tube support 13a. A synthetic resin coating (not shown) is applied to the inner peripheral surface of the main pipe 7 of the direct-pushing propelling double steel pipe 5 in order to protect the inner peripheral surface.

【0012】上記実施例に於いては、特に図1(B)に
示す如く、並列された2本の送排泥管10,11を一緒
に保持部材13の管受け台13aで支持するように構成
したが、送排泥管10,11は夫々別々の保持部材13
で支持することも可能である。この保持部材13には予
めビンディング14を取り付けておくことによって、こ
のビンディング14を利用することにより、保持部材1
3を送排泥管10,11の任意の場所に簡単に取付固定
することが出来る。
In the above embodiment, as shown in FIG. 1 (B) in particular, the two parallel mud pipes 10 and 11 are supported together by the pipe receiving base 13a of the holding member 13. Although configured, the mud pipes 10 and 11 are provided with separate holding members 13 respectively.
It is also possible to support with. By attaching the binding 14 to the holding member 13 in advance, the holding member 1 can be used by using the binding 14.
3 can be easily attached and fixed to any place of the mud pipes 10 and 11.

【0013】本発明に係る二重管の推進工法に於ける本
管内周面の損傷防止方法の実施に当たっては、送排泥管
10,11の所定位置に一定の間隔で保持部材13を取
り付け、本管7の内周面に沿って、該保持部材13の弾
性車輪13bを回転させながらこれ等の送排泥管10,
11を本管7内に出し入れすることによって、送排泥管
10,11の出し入れを極めて軽くスム−ズにすると共
に、これ等の送排泥管10,11の出し入れによって本
管7の内周面が損傷することを完全に防止することが出
来る。
In carrying out the method for preventing damage to the inner peripheral surface of the main pipe in the double pipe propulsion method according to the present invention, holding members 13 are attached to the predetermined positions of the mud pipes 10 and 11 at regular intervals, While rotating the elastic wheels 13b of the holding member 13 along the inner peripheral surface of the main pipe 7, these mud pipes 10,
By putting 11 in and out of the main pipe 7, the sending and discharging mud pipes 10 and 11 can be extremely light and smooth, and by putting in and taking out these mud pipes 10 and 11, the inner circumference of the main pipe 7 can be improved. It is possible to completely prevent the surface from being damaged.

【0014】[0014]

【発明の効果】本発明に係る二重管の推進工法に於ける
本管内周面の損傷防止方法は、上述の如く、本管の内周
面に沿ってスム−ズに走行し得る保持部材を送排泥管に
所定の間隔で取り付けたので、この保持部材の作用によ
って、送排泥管を軽い力で本管内に出し入れすることが
出来る。また、保持部材には、弾性車輪等が設けられて
いるので、その走行に当たっても本管の内面の樹脂層を
損傷することがなく、従って本管が長年の間に腐食して
ガス漏れ等を生ずる危険がない等の特徴を有するもので
ある。
As described above, the method of preventing damage to the inner peripheral surface of the main pipe in the double pipe propulsion method according to the present invention is a holding member capable of running smoothly along the inner peripheral surface of the main pipe. Since the pipes are attached to the mud pipe at a predetermined interval, the mud pipe can be taken in and out of the main pipe with a light force by the action of this holding member. In addition, since the holding member is provided with elastic wheels and the like, the resin layer on the inner surface of the main pipe is not damaged even when running, and therefore the main pipe corrodes over a long period of time to prevent gas leakage. It has features such as no danger of occurring.

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

【図1(A)】本発明の方法を用いてシ−ルド推進工法
を実施している途中の断面説明図である。
FIG. 1 (A) is a cross-sectional explanatory view during the execution of a shield propulsion method using the method of the present invention.

【図1(B)】図1(A)のA−A断面図である。1B is a cross-sectional view taken along the line AA of FIG.

【図2】図1のシ−ルド推進工法が完了した後で送排泥
管を回収する状態の断面説明図である。
FIG. 2 is a cross-sectional explanatory view showing a state in which the mud pipes are collected after the shield propulsion method of FIG. 1 is completed.

【符号の説明】[Explanation of symbols]

1 推進地盤 2 発進縦坑 3 到達縦坑 4 シ−ルド本
体 5 直押推進二重鋼管 6 外管 7 本管 8 元押ジャッ
キ 9 押輪 10 送泥管 11 排泥管 12 接続パイ
プ 13 保持部材 13a 管受け台 13b 弾性車輪 14 ビンディ
ング
1 propulsion ground 2 start vertical shaft 3 reaching vertical shaft 4 shield main body 5 direct thrust double steel pipe 6 outer pipe 7 main pipe 8 former push jack 9 push ring 10 mud pipe 11 drainage pipe 12 connection pipe 13 holding member 13a Pipe cradle 13b Elastic wheels 14 Binding

【手続補正書】[Procedure amendment]

【提出日】平成6年1月17日[Submission date] January 17, 1994

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Name of item to be corrected] Brief description of the drawing

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

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

【図1】図1(A)は本発明の方法を用いてシールド推
進工法を実施している途中の断面説明図、図1(B)は
図1(A)のA−A断面図である。
1 (A) is a cross-sectional explanatory view in the middle of carrying out a shield propulsion method using the method of the present invention, and FIG. 1 (B) is a cross-sectional view taken along the line AA of FIG. 1 (A). .

【図2】図1のシールド推進工法が完了した後で送排泥
管を回収する状態の断面説明図である。
FIG. 2 is a cross-sectional explanatory view of a state in which the mud pipe is collected after the shield propulsion method of FIG. 1 is completed.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 楮山 誠 神奈川県座間市相模が丘5−14−10−310 (72)発明者 宇野 秀樹 埼玉県所沢市若松町1118−22 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Makoto Niiyama 5-14-10-310 Sagamigaoka, Zama City, Kanagawa Prefecture (72) Inventor Hideki Uno 1118-22 Wakamatsucho, Tokorozawa City, Saitama Prefecture

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 シ−ルド本体の後端に複数個の直押推進
二重鋼管の本管を順に接続させながらシ−ルド本体に推
力を与えて該シ−ルド本体及び本管を地盤中に推進させ
る二重管の推進工法に於いて、前記本管内に挿通される
送泥管或いは排泥管の所定位置に該送泥管及び排泥管を
本管内で摩擦を少なく走行し得る保持部材を取り付け、
該保持部材を本管内周面にスム−ズに走行させながら前
記送泥管及び排泥管を本管内で出し入れして本管内周面
の傷付を防止することを特徴とした二重管の推進工法に
於ける本管内周面の損傷防止方法。
1. A main body of a plurality of direct-pushing double steel pipes is sequentially connected to the rear end of the shield main body, and a thrust force is applied to the shield main body so that the shield main body and the main pipe are in the ground. In a double pipe propulsion method for propelling the pipe, the mud pipe and the mud pipe are held at a predetermined position of the mud pipe or the mud pipe inserted in the main pipe so that the mud pipe and the mud pipe can travel in the main pipe with little friction Attach the parts,
A double pipe characterized by preventing the inner peripheral surface of the main pipe from being scratched by moving the holding member in and out of the main pipe while smoothly running the inner peripheral surface of the main pipe. A method for preventing damage to the inner peripheral surface of the main pipe in the propulsion method.
JP6594793A 1993-03-03 1993-03-03 Preventing method for injury of inner circumferential face of main tube in propulsive construction method for double tube Pending JPH06257396A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6594793A JPH06257396A (en) 1993-03-03 1993-03-03 Preventing method for injury of inner circumferential face of main tube in propulsive construction method for double tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6594793A JPH06257396A (en) 1993-03-03 1993-03-03 Preventing method for injury of inner circumferential face of main tube in propulsive construction method for double tube

Publications (1)

Publication Number Publication Date
JPH06257396A true JPH06257396A (en) 1994-09-13

Family

ID=13301683

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6594793A Pending JPH06257396A (en) 1993-03-03 1993-03-03 Preventing method for injury of inner circumferential face of main tube in propulsive construction method for double tube

Country Status (1)

Country Link
JP (1) JPH06257396A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011179318A (en) * 2011-06-24 2011-09-15 Mcl Corporation:Kk Inner unit for pipe jacking method of low loading capacity propulsion system and apparatus for pipe jacking method containing inner unit
JP5129401B1 (en) * 2012-03-30 2013-01-30 Jfeエンジニアリング株式会社 Method for measuring coating film resistance of pipes in propulsion pipes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011179318A (en) * 2011-06-24 2011-09-15 Mcl Corporation:Kk Inner unit for pipe jacking method of low loading capacity propulsion system and apparatus for pipe jacking method containing inner unit
JP5129401B1 (en) * 2012-03-30 2013-01-30 Jfeエンジニアリング株式会社 Method for measuring coating film resistance of pipes in propulsion pipes

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