JP4778476B2 - Propeller pipe moving device - Google Patents

Propeller pipe moving device Download PDF

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JP4778476B2
JP4778476B2 JP2007135232A JP2007135232A JP4778476B2 JP 4778476 B2 JP4778476 B2 JP 4778476B2 JP 2007135232 A JP2007135232 A JP 2007135232A JP 2007135232 A JP2007135232 A JP 2007135232A JP 4778476 B2 JP4778476 B2 JP 4778476B2
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propulsion
cradle
guide rail
advancing
roller
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JP2008291433A (en
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栄治 酒井
直人 時枝
信一 水田
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株式会社アルファシビルエンジニアリング
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Description

本発明は、地中の障害物、特に地下埋設管が支障となる場合や、交通事情により本立坑内に推進管を直接吊り下ろしできない場合における推進工法において、横坑内に吊下した推進管を受け台に載せたまま本立坑内の発進位置へ横移動させ、その状態を維持したまま推力を受けて前方へ推進できる推進管移動装置に関する。   The present invention relates to a propulsion pipe suspended in a horizontal pit in a propulsion method when obstacles in the ground, especially underground underground pipes are obstructed, or when a propulsion pipe cannot be suspended directly in a main shaft due to traffic conditions. The present invention relates to a propulsion pipe moving device that can be moved laterally to a starting position in a main shaft while being placed on a cradle, and can be propelled forward by receiving thrust while maintaining the state.

昨今の推進工法に必要な発進立坑は道路占有が厳しく、地下埋設物の輻輳化等で推進路線直下の発進架台に推進管を直接吊り下ろすることが不可能な場合が多い。その場合の施工方法としては、発進立坑を推進路線と直角方向に大きく拡幅するか(長方形立坑から正方形へ)、又はT型立坑やL型立坑等にして推進管投入口のための立坑スペースを設ける発進立坑を構築する必要がある。そのため、民地や道路路肩部までを発進立坑スペースとし、推進路線から離れた箇所で推進管を投入し、その推進管を推進路線直下に設置された発進架台上まで横移動させる施工法が求められている。   The start shafts required for the current propulsion method have severe road occupations, and it is often impossible to suspend the propulsion pipe directly on the start platform directly under the propulsion route due to the congestion of underground structures. As a construction method in that case, the start shaft is greatly widened in a direction perpendicular to the propulsion route (from a rectangular shaft to a square), or a T-type shaft or an L-type shaft, etc. It is necessary to construct a starting shaft to be installed. Therefore, there is a need for a construction method in which the starter shaft space is extended to the private land and the shoulder of the road, the propulsion pipe is inserted at a location away from the propulsion line, and the propulsion pipe is moved laterally to the start stand installed directly under the propulsion line. It has been.

その場合の推進管を移動させる方法が特許文献1,2で開示されている。特許文献1の技術は、発進架台の途中を一部撤去し、撤去した部分に移動架台を移動させて推進管を発進させる技術であり、特許文献2の技術は、発進立坑内に天上クレーンや門型クレーンを設置して推進管の横移動を行う技術である。しかしながら、特許文献1の技術は移動架台が発進架台の一部となるから、繰り返される推進管の移動やその重量等で推進管の外面が損傷したり発進架台の変位が大きくなる欠点があり、また、特許文献2の技術は立坑土留め構造との構造上の関連性や立坑スペースの制限及び作業の安全性に問題を抱えていた。
特許第3252102号公報 特開2002−4779号公報
Patent Documents 1 and 2 disclose a method of moving the propulsion pipe in that case. The technique of Patent Document 1 is a technique in which a part of the starting frame is removed, the moving frame is moved to the removed part, and the propelling pipe is started. This is a technology to install a portal crane and move the propulsion pipe laterally. However, the technique of Patent Document 1 has a drawback that the outer surface of the propelling pipe is damaged or the displacement of the starting rack becomes large due to repeated movement of the propelling pipe, its weight, etc., because the moving rack becomes a part of the starting stand. Moreover, the technique of patent document 2 has a problem in the structural relevance with the shaft retaining structure, the limitation of the shaft space, and the safety of work.
Japanese Patent No. 3252102 JP 2002-4779 A

本発明が解決しようとする課題は、従来のこれらの問題点を解消し、推進時における推進管の移動に伴う発進架台鋼材とコンクリート管の摩擦をなくして推進管の外面の損傷を防止できる推進管移動装置を提供することにある。   The problem to be solved by the present invention is to solve these conventional problems, and to prevent damage to the outer surface of the propulsion pipe by eliminating the friction between the starting base steel material and the concrete pipe accompanying the movement of the propulsion pipe during propulsion. It is to provide a tube moving device.

かかる課題を解決した本発明の構成は、
1) 本立坑を推進路線と直角方向に拡幅して横坑を構築し、同横坑から推進管を吊下して本立坑内の発進位置へ移動させて推進させる推進工法において、横坑内に吊下した推進管を受け台に載せて発進位置を介して押し切り位置まで移動させる推進管移動装置であって、受け台を吊下位置と発進位置との間で横行させる横行ガイドレールと、受け台を発進位置と押し切り位置との間で進退させる進退ガイドレールとを基礎架台上に設置し、進退ガイドレール上の受け台を基礎架台に解除可能に係合するフックを受け台に設け、発進位置へ移動させた推進管を受け台に載せたまま受け台の走行とともに推進開始位置から押し切り位置まで推進できるようにしたことを特徴とする、推進管移動装置
2) 受け台に横行ガイドレールを走行する横行用ローラーと進退ガイドレールを走行する進退用ローラーを別々に設け、進退用ローラーに伸縮ジャッキを備え、伸縮ジャッキの伸張時に横行用ローラーが横行ガイドレールから離間し且つ伸縮ジャッキの縮退時に進退用ローラーが進退ガイドレールから離間するようにした、前記1)記載の推進管移動装置
3) 推進管を受け台上で推進方向へ移動させる補助ローラーを受け台に設けた、前記1)又は2)記載の推進管移動装置
にある。
The configuration of the present invention that solves this problem is as follows.
1) In the propulsion method, the main shaft is widened in the direction perpendicular to the propulsion line to construct a horizontal shaft, and the propulsion pipe is suspended from the horizontal shaft and moved to the starting position in the main shaft. A propulsion pipe moving device for moving a suspended propeller tube on a receiving base and moving it to a push-out position via a starting position, traversing the guide base between the hanging position and the starting position, and a receiving An advancing / retreating guide rail that moves the base between the starting position and the push-off position is installed on the base frame, and a hook that releasably engages the base on the advancing / retreating guide rail is provided on the base frame. The propulsion pipe moving device 2), characterized in that the propulsion pipe moved to the position can be propelled from the propulsion start position to the push-off position as the cradle travels while being placed on the cradle. Rampant A separate roller for advancing and retreating on the advancing / retreating guide rail is provided, and the advancing / retreating roller is provided with an expansion / contraction jack. The propulsion tube moving device according to 1) described above, which is separated from the advancing / retreating guide rail. Located in the propulsion tube moving device.

本発明によれば、横坑から吊下した推進管を受け台上に載せ、その受け台を横行ガイドレールに沿って発進位置まで横移動し、発進位置へ移動した受け台をフックで基礎架台に係合し、推進管を受け台に載せたまま推進管を後方から押圧すると、受け台が進退ガイドレールを走行しながら推進管が推進する。したがって、推進管は推進時に受け台と一体で移動するから、摩擦がなくて推進管の外面を損傷することがない。また、基礎架台は従来のように一部を撤去することがないから、推進時に必要な受け台としての架台の構造上の強度を確保できる。   According to the present invention, the propulsion pipe suspended from the horizontal shaft is placed on the pedestal, the pedestal is laterally moved along the traverse guide rail to the start position, and the cradle that has been moved to the start position is hooked to the base frame. When the propulsion pipe is pressed from behind while the propulsion pipe is placed on the cradle, the propulsion pipe is propelled while the cradle travels along the advance / retreat guide rail. Therefore, since the propulsion pipe moves together with the cradle during propulsion, there is no friction and the outer surface of the propulsion pipe is not damaged. In addition, since the foundation cradle is not partially removed as in the prior art, the structural strength of the cradle as a cradle necessary for propulsion can be secured.

本発明では、推進管を受け台上で推進方向へ移動させる補助ローラーを受け台に設けると、推進管が受け台から離脱する際の摩擦をなくし、推進管の損傷をさらに防止できる。以下、本発明の実施例を図面に基づいて具体的に説明する。   In the present invention, when the auxiliary roller that moves the propelling pipe in the propulsion direction on the pedestal is provided on the pedestal, friction when the propelling pipe is detached from the pedestal is eliminated, and damage to the propelling pipe can be further prevented. Embodiments of the present invention will be specifically described below with reference to the drawings.

図1は実施例の推進管移動装置の平面図、図2は実施例の受け台の側面図、図3,4は実施例の受け台の移動と推進管の推進を示す説明図である。図中、1は本立坑、1aは覆工板、2は横坑、3は基礎架台、4は横行ガイドレール、5は進退ガイドレール、6は受け台、6aは横行用ローラー、6bは進退用ローラー、6cは伸縮ジャッキ、6dは台座、6eは補助ローラー、6fはフック、6gは押さえバンド、7は元押しジャッキ、7aは押輪、7bは押輪吊用チェーンブロック、8は推進管である。   FIG. 1 is a plan view of the propulsion pipe moving device of the embodiment, FIG. 2 is a side view of the cradle of the embodiment, and FIGS. 3 and 4 are explanatory views showing movement of the cradle and propulsion of the propulsion pipe of the embodiment. In the figure, 1 is a main shaft, 1a is a lining plate, 2 is a horizontal shaft, 3 is a foundation frame, 4 is a traverse guide rail, 5 is an advance / retreat guide rail, 6 is a cradle, 6a is a traverse roller, and 6b is advancing and retreating Roller 6c is a telescopic jack, 6d is a pedestal, 6e is an auxiliary roller, 6f is a hook, 6g is a holding band, 7 is a push jack, 7a is a push ring, 7b is a chain block for hanging a push ring, and 8 is a propelling pipe. .

本実施例は、本立坑1を推進路線と直角方向に拡幅して横坑2を構築し、本立坑1の上方には通行用の覆工板1aを設置している。本立坑1及び横坑2には基礎架台3を設置し、本立坑1の後壁位置に元押しジャッキ7を設置している。基礎架台3上には、受け台6を吊下位置と発進位置との間で横行させる横行ガイドレール4と、受け台6を発進位置と押し切り位置との間で進退させる進退ガイドレール5とを交差するように設置している。   In the present embodiment, the main shaft 1 is widened in a direction perpendicular to the propulsion line to construct the horizontal shaft 2, and a lining plate 1 a for passing is installed above the main shaft 1. A foundation gantry 3 is installed in the main shaft 1 and the horizontal shaft 2, and a push jack 7 is installed in the rear wall position of the main shaft 1. A traverse guide rail 4 for traversing the cradle 6 between the suspended position and the start position, and an advancing / retreating guide rail 5 for advancing and retracting the cradle 6 between the start position and the push-off position are provided on the base frame 3. It is installed so as to intersect.

受け台6は、横行ガイドレール4を走行する4個の横行用ローラー6aと、進退ガイドレール5を走行する4個の進退用ローラー6bとを別々に取り付けている。進退用ローラー6bは油圧式の伸縮ジャッキ6cを備え、伸縮ジャッキ6cの伸張時に横行用ローラー6aが横行ガイドレール4から離間し且つ伸縮ジャッキ6cの縮退時に進退用ローラー6bが進退ガイドレール5から離間できるようにしている。   The cradle 6 has four transverse rollers 6 a traveling on the transverse guide rail 4 and four advance / retreat rollers 6 b traveling on the advance / retreat guide rail 5, separately attached. The advancing / retracting roller 6b includes a hydraulic telescopic jack 6c. When the telescopic jack 6c is extended, the traversing roller 6a is separated from the traverse guide rail 4, and when the telescopic jack 6c is retracted, the advancing / retreating roller 6b is separated from the advancing / retreating guide rail 5. I can do it.

受け台6の上面には推進管8を支持する4体の台座6dを備え、台座6dに推進管8を推進方向へ移動させる補助ローラー6eを取り付けている。受け台6の両側には進退ガイドレール5上において基礎架台3の一部に係合するフック6fを解除可能に取り付けている。   Four pedestals 6d for supporting the propulsion tube 8 are provided on the upper surface of the cradle 6, and auxiliary rollers 6e for moving the propulsion tube 8 in the propulsion direction are attached to the pedestal 6d. On both sides of the cradle 6, hooks 6 f that engage with a part of the base frame 3 on the advance / retreat guide rail 5 are releasably attached.

本実施例では、伸縮ジャッキ6cを縮退させて進退用ローラー6bを進退ガイドレール5から離間させるとともに横行用ローラー6aを横行ガイドレール4に着地させ、両側のフック6fを基礎架台3から外した状態で受け台6を横坑2の吊下位置に配置する。推進管8をクレーン(図示せず)で横坑2の上方から吊下し、受け台6の台座6dに載せて押さえバンド6gで固定し、受け台6を横行ガイドレール4に沿って発進位置まで横移動させる。   In this embodiment, the telescopic jack 6c is retracted to move the advance / retreat roller 6b away from the advance / retreat guide rail 5, and the transverse roller 6a is landed on the transverse guide rail 4, and the hooks 6f on both sides are removed from the base frame 3. Then, the cradle 6 is arranged at the suspended position of the horizontal shaft 2. The propulsion pipe 8 is suspended from above the horizontal shaft 2 by a crane (not shown), placed on the pedestal 6d of the cradle 6 and fixed with a holding band 6g, and the cradle 6 is started along the traverse guide rail 4 Move to the side.

発進位置では伸縮ジャッキ6cを伸張させて進退用ローラー6bを進退ガイドレール5に着地させるとともに横行用ローラー6aを横行ガイドレール4から離間させ、両側のフック6fを下ろして基礎架台3の一部(H型鋼のフランジ部分)に係合する。   At the start position, the telescopic jack 6c is extended to land the advance / retreat roller 6b on the advance / retreat guide rail 5, and the transverse roller 6a is separated from the transverse guide rail 4, and the hooks 6f on both sides are lowered to lower part of the foundation frame 3 ( H-shaped steel flange part).

元押しジャッキ7の先端に備えた押輪7aを推進管8の後端に挿着し、元押しジャッキ7を伸張させて推進する。受け台6はその押力で進退ガイドレール5上を走行し、その受け台6に載せた推進管8が先行する別の推進管8と接合して推進する。この際、推進管8は受け台6と一体で推進方向へ移動するから、摩擦がなくて推進管8の外面を損傷しない。また、掘削時の反力を受けて推進管8を固定している受け台6が横転(ローリング)しようとするが、フック6fを基礎架台3に係合しているから横転が防止される。   A push wheel 7a provided at the front end of the main push jack 7 is inserted into the rear end of the propulsion pipe 8, and the main push jack 7 is extended and propelled. The cradle 6 travels on the advancing / retreating guide rail 5 by the pressing force, and the propulsion pipe 8 placed on the cradle 6 is joined to another preceding propulsion pipe 8 and propelled. At this time, the propulsion pipe 8 moves in the propulsion direction integrally with the cradle 6, so there is no friction and the outer surface of the propulsion pipe 8 is not damaged. In addition, the cradle 6 fixing the propulsion pipe 8 receives a reaction force at the time of excavation and tries to roll over. However, since the hook 6f is engaged with the foundation frame 3, the rollover is prevented.

受け台6が前進可能位置まで走行すると押さえバンド6gを外し、さらに推進させると推進管8が補助ローラー6eで受け台6の台座6d上を前方へ移動し、押し切り位置まで推進すると推進管8が受け台6から離脱する(図4参照)。これにより、推進管8が受け台6から離脱する際の摩擦をなくし、推進管8の損傷がさらに防止される。   When the cradle 6 travels to an advanceable position, the holding band 6g is removed, and when the cradle 6 is further propelled, the propulsion tube 8 moves forward on the pedestal 6d of the cradle 6 by the auxiliary roller 6e. Detach from the cradle 6 (see FIG. 4). As a result, friction when the propulsion pipe 8 is detached from the cradle 6 is eliminated, and damage to the propulsion pipe 8 is further prevented.

次の推進管8を推進させるために、フック6fを基礎架台3から外し、元押しジャッキ7を縮退させるとともに受け台6を元の発進位置へ後退させ、伸縮ジャッキ6cを縮退させて進退用ローラー6bを進退ガイドレール5から離間させるとともに横行用ローラー6aを横行ガイドレール4に着地させ、横行ガイドレール4に沿って横坑2の吊下位置へ横移動させ、前記の工程が繰り返される。   In order to propel the next propulsion pipe 8, the hook 6f is removed from the base frame 3, the main pushing jack 7 is retracted, the cradle 6 is retracted to the original starting position, and the telescopic jack 6c is retracted to advance and retract the roller. 6b is moved away from the advancing / retreating guide rail 5 and the traversing roller 6a is landed on the traversing guide rail 4 and is laterally moved along the traversing guide rail 4 to the suspended position of the traverse 2 and the above steps are repeated.

本発明の推進管移動装置は、推進路線の上方を開放できない箇所のトンネル工事に利用される。   The propulsion pipe moving device of the present invention is used for tunnel construction where the upper part of the propulsion line cannot be opened.

実施例の推進管移動装置の平面図である。It is a top view of the propulsion pipe moving device of the embodiment. 実施例の受け台の側面図である。It is a side view of the cradle of an Example. 実施例の受け台の移動と推進管の推進を示す説明図である。It is explanatory drawing which shows the movement of the cradle and promotion of a propulsion pipe | tube of an Example. 実施例の受け台の移動と推進管の推進を示す説明図である。It is explanatory drawing which shows the movement of the cradle and promotion of a propulsion pipe | tube of an Example.

符号の説明Explanation of symbols

1 本立坑
1a 覆工板
2 横坑
3 基礎架台
4 横行ガイドレール
5 進退ガイドレール
6 受け台
6a 横行用ローラー
6b 進退用ローラー
6c 伸縮ジャッキ
6d 台座
6e 補助ローラー
6f フック
6g 押さえバンド
7 元押しジャッキ
7a 押輪
7b 押輪吊用チェーンブロック
8 推進管
1 vertical shaft 1a lining plate 2 horizontal shaft 3 foundation frame 4 traverse guide rail 5 advance / retreat guide rail 6 cradle 6a traverse roller 6b advance / retreat roller 6c telescopic jack 6d pedestal 6e auxiliary roller 6f hook 6g holding band 7 former push jack 7a Push ring 7b Chain block for pushing wheel suspension 8 Propulsion pipe

Claims (3)

本立坑を推進路線と直角方向に拡幅して横坑を構築し、同横坑から推進管を吊下して本立坑内の発進位置へ移動させて推進させる推進工法において、横坑内に吊下した推進管を受け台に載せて発進位置を介して押し切り位置まで移動させる推進管移動装置であって、受け台を吊下位置と発進位置との間で横行させる横行ガイドレールと、受け台を発進位置と押し切り位置との間で進退させる進退ガイドレールとを基礎架台上に設置し、進退ガイドレール上の受け台を基礎架台に解除可能に係合するフックを受け台に設け、発進位置へ移動させた推進管を受け台に載せたまま受け台の走行とともに推進開始位置から押し切り位置まで推進できるようにしたことを特徴とする、推進管移動装置。   The main shaft is widened in the direction perpendicular to the propulsion line, a horizontal shaft is constructed, the propulsion pipe is suspended from the horizontal shaft, moved to the starting position in the main shaft and propelled, and suspended in the horizontal shaft. A propulsion pipe moving device that places the propelling pipe on the receiving base and moves it to the push-off position via the starting position, and traverses the receiving base between the suspended position and the starting position, and the receiving base An advancing / retreating guide rail that advances and retreats between the starting position and the push-off position is installed on the foundation frame, and a hook that releasably engages the receiving frame on the advancing / retreating guide rail with the foundation frame is installed on the cradle. A propulsion pipe moving device characterized in that the propulsion pipe moved can be propelled from a propulsion start position to a push-off position as the cradle travels while being placed on the cradle. 受け台に横行ガイドレールを走行する横行用ローラーと進退ガイドレールを走行する進退用ローラーを別々に設け、進退用ローラーに伸縮ジャッキを備え、伸縮ジャッキの伸張時に横行用ローラーが横行ガイドレールから離間し且つ伸縮ジャッキの縮退時に進退用ローラーが進退ガイドレールから離間するようにした、請求項1記載の推進管移動装置。   The cradle is equipped with a traversing roller that travels on the traverse guide rail and an advancing / retreating roller that travels on the advancing / retreating guide rail. The advancing / retreating roller is equipped with a telescopic jack, and the traversing roller is separated from the traversing guide rail when the telescopic jack is extended. The propulsion pipe moving device according to claim 1, wherein the advancing / retreating roller is separated from the advancing / retreating guide rail when the telescopic jack is retracted. 推進管を受け台上で推進方向へ移動させる補助ローラーを受け台に設けた、請求項1又は2記載の推進管移動装置。   The propulsion tube moving device according to claim 1 or 2, wherein an auxiliary roller for moving the propulsion tube in the propulsion direction on the cradle is provided on the cradle.
JP2007135232A 2007-05-22 2007-05-22 Propeller pipe moving device Active JP4778476B2 (en)

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JP6309290B2 (en) * 2014-02-06 2018-04-11 株式会社関電工 Pipe propulsion device
JP6382119B2 (en) * 2015-01-21 2018-08-29 戸田建設株式会社 Steel shell element starting device and method for adjusting the starting direction of steel shell element using the same
CN113202448B (en) * 2021-04-20 2022-11-18 天津大学 Two-way slidable formula of submarine manifold system prevents sinking board foundation structure
CN113669076A (en) * 2021-07-09 2021-11-19 中铁十八局集团有限公司 Construction method suitable for adjustable starting platform assembly of pipe jacking construction
CN115012950B (en) * 2022-06-08 2023-04-07 中铁一局集团(广州)建设工程有限公司 Water-rich sand layer pipe jacking construction method close to subway

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