JP2012202041A - Segment installation method in curved section of shield method and segment - Google Patents
Segment installation method in curved section of shield method and segment Download PDFInfo
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- JP2012202041A JP2012202041A JP2011065199A JP2011065199A JP2012202041A JP 2012202041 A JP2012202041 A JP 2012202041A JP 2011065199 A JP2011065199 A JP 2011065199A JP 2011065199 A JP2011065199 A JP 2011065199A JP 2012202041 A JP2012202041 A JP 2012202041A
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- segment
- peripheral side
- movable member
- outer peripheral
- contact member
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Abstract
Description
本発明は、シールド工法の曲線部におけるセグメントの設置方法と、それに用いるセグメントに関する。 The present invention relates to a method for installing a segment in a curved portion of a shield method and a segment used therefor.
シールド工法では、直線だけでなく曲線施工も行う。
そして、曲線施工では、コピーカッター等で余掘りを行うため、裏込め材がシールド機全面に回り込まないように袋付きセグメントを用いることがある(例えば特許文献1、2参照)。
In the shield method, not only straight lines but also curved lines are constructed.
And in curve construction, since a dug is performed with a copy cutter etc., a segment with a bag may be used so that a backfilling material may not wrap around the shield machine whole surface (for example, refer to
しかし、特許文献1、2のような袋付きセグメントは、例えば図4に示すように、計画余掘り量に余裕高を加えた大きめのサイズで作成することから、施工中に袋Bに裏込め材を注入すると、袋Bが膨張して地山を押すことで、矢印で示されるように、セグメントSが移動しやすく、線形確保、シールド機のテールブラシの保護等の観点から問題が生じることがある。
However, as shown in Fig. 4, for example, as shown in Fig. 4, the segment with bag like
本発明の課題は、シールド工法の曲線部において、セグメントを確実に設置することである。 The subject of this invention is installing a segment reliably in the curve part of a shield method.
以上の課題を解決するため、請求項1に記載の発明は、シールド工法の曲線部において、セグメントの外周側に当接部材を突出させて、地山に前記当接部材を当接させた状態で前記セグメントを前記曲線部に設置することを特徴とする。
In order to solve the above-described problems, the invention according to
請求項2に記載の発明は、請求項1に記載のシールド工法の曲線部におけるセグメント設置方法であって、前記セグメントの内周側から外周側に可動部材を突出させて、前記可動部材の突出端に設けられた前記当接部材を前記地山に当接させることを特徴とする。
Invention of
請求項3に記載の発明は、セグメントの外周側に突出可能で地山に当接可能な当接部材を備えることを特徴とする。 According to a third aspect of the present invention, there is provided an abutting member that can project to the outer peripheral side of the segment and can abut against a natural ground.
請求項4に記載の発明は、請求項3に記載のセグメントであって、その内周側から外周側に突出可能な可動部材を備え、前記可動部材の突出端に、前記当接部材が設けられていることを特徴とする。 A fourth aspect of the present invention is the segment according to the third aspect, comprising a movable member that can project from the inner peripheral side to the outer peripheral side, and the abutting member is provided at a protruding end of the movable member. It is characterized by being.
本発明によれば、シールド工法の曲線部において、セグメントを確実に設置することができる。 According to the present invention, it is possible to reliably install the segment in the curved portion of the shield method.
以下、図を参照して本発明を実施するための形態を詳細に説明する。
(実施形態)
図1及び図2は本発明を適用したセグメントの一実施形態の構成として可動部材4及び当接部材5の組み付け部分を示したもので、1はスキンプレート、2は鋼管、3はナットである。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings.
(Embodiment)
FIG. 1 and FIG. 2 show an assembly portion of a
図示のように、鋼製セグメントのスキンプレート1に穴を開けて、その内周側に鋼管2とナット3を溶接する。
そして、鋼製セグメントの内周側からスキンプレート1のナット3に、可動部材としての長ボルト4をねじ込んで、スキンプレート1の穴から外周側に突出する長ボルト4の先端に、当接部材としての鉄板5を溶接する。
As shown in the figure, a hole is made in the
Then, a
図3は長ボルト4及び鉄板5を突出させて地山Gに当接させた状態を示したもので、6は蓋である。
FIG. 3 shows a state in which the
すなわち、シールド工法の曲線部において、セグメント設置後、図示のように、長ボルト4をナット3に対しねじ込んで、そのボルト先端の鉄板5を地山Gに当接させる。これにより鋼製セグメントの移動がなくなる。
That is, in the curved portion of the shield method, after the segment is installed, the
その後、鋼管2の内側に予め施されたねじ切りに蓋6をねじ込んで固定すれば、セグメントの止水性を確保できる。
Then, if the
以上、実施形態の鋼製セグメント及びその設置方法によれば、鋼製セグメントの内周側から外周側に突出可能な長ボルト4及びその先端の鉄板5を備えたことで、シールド工法の曲線部において、セグメントを確実に設置することができる。
As described above, according to the steel segment of the embodiment and the installation method thereof, the
(変形例)
以上の実施形態においては、鋼製セグメントとしたが、本発明はこれに限定されるものではなく、コンクリートセグメントであってもよい。
また、実施形態では、ボルトによる可動部材、鉄板による当接部材としたが、可動部材及び当接部材の形状や材質等も任意であり、その他、具体的な細部構造等についても適宜に変更可能であることは勿論である。
(Modification)
In the above embodiment, although it was set as the steel segment, this invention is not limited to this, A concrete segment may be sufficient.
In the embodiment, a movable member using a bolt and an abutting member made of an iron plate are used. However, the shape and material of the movable member and the abutting member are arbitrary, and other specific detailed structures can be changed as appropriate. Of course.
1 スキンプレート
2 鋼管
3 ナット
4 可動部材
5 当接部材
6 蓋
1
Claims (4)
セグメントの外周側に当接部材を突出させて、地山に前記当接部材を当接させた状態で前記セグメントを前記曲線部に設置することを特徴とするシールド工法の曲線部におけるセグメント設置方法。 In the curved part of the shield method,
A segment installation method in a curved portion of a shield method, wherein a contact member is projected on an outer peripheral side of the segment, and the segment is installed in the curved portion in a state where the contact member is in contact with a natural ground .
前記可動部材の突出端に設けられた前記当接部材を前記地山に当接させることを特徴とする請求項1に記載のシールド工法の曲線部におけるセグメント設置方法。 The movable member protrudes from the inner peripheral side of the segment to the outer peripheral side,
The segment installation method in the curved part of the shield method according to claim 1, wherein the contact member provided at the protruding end of the movable member is brought into contact with the ground.
前記可動部材の突出端に、前記当接部材が設けられていることを特徴とする請求項3に記載のセグメント。 A movable member that can protrude from the inner peripheral side of the segment to the outer peripheral side,
The segment according to claim 3, wherein the contact member is provided at a protruding end of the movable member.
Priority Applications (1)
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JP2011065199A JP5693314B2 (en) | 2011-03-24 | 2011-03-24 | Segment installation method and segment in the curved part of shield method |
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JP2011065199A JP5693314B2 (en) | 2011-03-24 | 2011-03-24 | Segment installation method and segment in the curved part of shield method |
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JP2012202041A true JP2012202041A (en) | 2012-10-22 |
JP5693314B2 JP5693314B2 (en) | 2015-04-01 |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5633397U (en) * | 1979-08-22 | 1981-04-01 | ||
US4363565A (en) * | 1979-02-21 | 1982-12-14 | Mackenzie Colin N P | Tunnelling |
JPS60126499A (en) * | 1983-12-13 | 1985-07-05 | 西松建設株式会社 | Segment back filling method and apparatus |
JPS6391595U (en) * | 1986-12-04 | 1988-06-14 | ||
JPH0230900A (en) * | 1988-07-21 | 1990-02-01 | Ishikawajima Constr Materials Co Ltd | Reaction force holder for steel segment |
JP2006299723A (en) * | 2005-04-25 | 2006-11-02 | Okumura Corp | Execution method of tunnel curved part by shield excavating machine |
-
2011
- 2011-03-24 JP JP2011065199A patent/JP5693314B2/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4363565A (en) * | 1979-02-21 | 1982-12-14 | Mackenzie Colin N P | Tunnelling |
JPS5633397U (en) * | 1979-08-22 | 1981-04-01 | ||
JPS60126499A (en) * | 1983-12-13 | 1985-07-05 | 西松建設株式会社 | Segment back filling method and apparatus |
JPS6391595U (en) * | 1986-12-04 | 1988-06-14 | ||
JPH0230900A (en) * | 1988-07-21 | 1990-02-01 | Ishikawajima Constr Materials Co Ltd | Reaction force holder for steel segment |
JP2006299723A (en) * | 2005-04-25 | 2006-11-02 | Okumura Corp | Execution method of tunnel curved part by shield excavating machine |
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JP5693314B2 (en) | 2015-04-01 |
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