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JP4549990B2 - Shield machine - Google Patents
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JP4549990B2 - Shield machine - Google Patents

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Publication number
JP4549990B2
JP4549990B2 JP2006065664A JP2006065664A JP4549990B2 JP 4549990 B2 JP4549990 B2 JP 4549990B2 JP 2006065664 A JP2006065664 A JP 2006065664A JP 2006065664 A JP2006065664 A JP 2006065664A JP 4549990 B2 JP4549990 B2 JP 4549990B2
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Prior art keywords
diameter
tube
plate
shield machine
slide plate
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JP2007239372A (en
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服部泰輝
水谷英徳
中川倫孝
小林暁
洲野敬二
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JFE Engineering Corp
Mutsubushi Rubber Co Ltd
Penta Ocean Construction Co Ltd
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JFE Engineering Corp
Mutsubushi Rubber Co Ltd
Penta Ocean Construction Co Ltd
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  • Excavating Of Shafts Or Tunnels (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

本発明はシールド掘進機に関するものである。   The present invention relates to a shield machine.

従来、シールド工法の場所打ちライニングのコンクリート打設においては外型枠を使用せずに直接地山に打設する方法、または外型枠を用いる場合は外型枠を埋設する方法がある。またその他に特許第3069619号のシールド掘進機の発明がある。このシールド掘進機は、互いにテーパが付いた二重に配管されたアウタリングとインナリングとを油圧ジャッキで押し引きしてテーパで型枠を上下動させて脱型する方法である。
特許306919号公報
Conventionally, cast-in-place lining concrete placement by the shield method has a method of directly placing it on a natural ground without using an external formwork, or a method of embedding an external formwork when using an external formwork. In addition, there is an invention of a shield machine of Japanese Patent No. 3069619. This shield machine is a method in which an outer ring and an inner ring, which are double piped with a taper, are pushed and pulled with a hydraulic jack, and the mold is moved up and down with a taper to remove the mold.
Japanese Patent No. 306919

しかし、上記のようなシールド掘進機は二重に配管されたアウタリングとインナリングとから構成されているため、型枠が厚くて掘削外径が大きくなってしまうため工費が増大するという問題があった。   However, since the shield machine as described above is composed of an outer ring and an inner ring that are double-pipeed, there is a problem that the construction cost increases because the formwork is thick and the outer diameter of the excavation becomes large. there were.

本発明は上記のような問題に鑑みてなされたものであり、その目的は、掘削外径を小さくすることができるシールド掘進機を提供することである。   This invention is made | formed in view of the above problems, The objective is to provide the shield machine which can make a drilling outer diameter small.

以上の課題を解決するためのシールド掘進機は、シールド掘進機のテールプレートの内側にテールプレートの内周面と対向してスライドプレートが設置され、該スライドプレートには外型枠が円周方向に沿って設けられ、前記スライドプレートが、スキンプレートの内周面から突出したガイドパイプにスライド自在に設けられ、スライドプレートの外周面とスキンプレートの内周面との間には縮径用チューブが設けられ、スライドプレートの両端における鍔片と、テールプレートの内周面に取り付けられて前記鍔片内面とに対向した受け片との間には拡径用チューブが設けられ、該拡径用チューブの膨張により外型枠が拡がるときには縮径用チューブが収縮し、該縮径用チューブの膨張により外型枠が縮小するときには拡径用チューブが収縮することを特徴とする。また縮径用チューブと拡径用チューブとは円周方向に沿って複数に分割して設けられたことを含むものである。 In order to solve the above problems, a shield machine has a slide plate installed on the inner side of the tail plate of the shield machine so as to face the inner peripheral surface of the tail plate. The slide plate is slidably provided on a guide pipe projecting from the inner peripheral surface of the skin plate, and a tube for reducing diameter is provided between the outer peripheral surface of the slide plate and the inner peripheral surface of the skin plate. An expansion tube is provided between the flanges at both ends of the slide plate and a receiving piece attached to the inner peripheral surface of the tail plate and facing the inner surface of the flange plate, When the outer frame expands due to tube expansion, the diameter reducing tube contracts. When the outer frame contracts due to expansion of the diameter reducing tube, the diameter expansion tube contracts. And wherein the Rukoto. Moreover, the tube for diameter reduction and the tube for diameter expansion include being divided and provided in multiple along the circumferential direction.

シールド掘進機がコンパクトな構成になるため、トンネルの掘削外径の縮小が可能となる。また拡径用チューブと縮径用チューブとの拡縮でスライドプレートのスライドを行うことにより、裏込材や土砂が噛み込むこともなくスムーズに行うことができる。また外型枠の機構が簡易化されたので清掃や補修のメンテナンスが容易にできる。また拡径用チューブと縮径用チューブの厚みによってスライドプレートの作動域を調整することができる。また縮径用チューブと拡径用チューブとは円周方向に沿って複数に分割して設けられたことにより、破損した場合は、破損したチューブのみの交換ができるので、取り替え作業が最小限に抑えられる。   Since the shield machine has a compact configuration, the outer diameter of the tunnel excavation can be reduced. In addition, by sliding the slide plate by expanding and contracting the diameter expanding tube and the diameter reducing tube, the backing material and the earth and sand can be smoothly performed without being bitten. Further, since the mechanism of the outer mold has been simplified, cleaning and repair maintenance can be easily performed. Further, the operating range of the slide plate can be adjusted by the thickness of the diameter increasing tube and the diameter reducing tube. In addition, since the tube for diameter reduction and the tube for diameter expansion are divided into a plurality along the circumferential direction, in the event of damage, only the damaged tube can be replaced, minimizing the replacement work. It can be suppressed.

以下、本発明のシールド掘進機の実施の形態を図面に基づいて詳細に説明する。このシールド掘進機1は、シールド掘進機のスキンプレート2におけるテールプレート3内でコンクリートを場所打ちするにあたり、トンネル躯体4の内側に環状の内型枠5を形成し、該内型枠5の内側にコンクリート6を打設するものであり、前記内型枠5に反力をとってシールド掘進機1を推進させる推進ジャッキ7と、前記コンクリート6を加圧脱水するプレスジャッキ8とを備え、テールプレート3の内側に外型枠9が設けられている。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a shield machine according to the present invention will be described in detail with reference to the drawings. The shield machine 1 forms an annular inner mold 5 inside the tunnel housing 4 to place concrete in the tail plate 3 of the skin plate 2 of the shield machine, and the inner side of the inner mold 5 A concrete jack 6 is provided, and includes a propulsion jack 7 for propelling the shield machine 1 by applying a reaction force to the inner mold 5 and a press jack 8 for dehydrating the concrete 6 under pressure. An outer frame 9 is provided inside the plate 3.

図1〜図4はテールプレート3の断面図であり、このテールプレート3の内側に外型枠9と内型枠5とが形成され、これらの間にライニング用の現場打ちコンクリート6が打設されている。   1 to 4 are sectional views of the tail plate 3, and an outer mold frame 9 and an inner mold frame 5 are formed on the inner side of the tail plate 3, and a cast-in-place concrete 6 for lining is placed between them. Has been.

この外型枠9はテールプレート3の内側に設けたスライドプレート10に固定用ボルト11で設けられ、このスライドプレート10がテールプレート3の内面に対向して円周方向に沿って設けられている。すなわち外型枠9は円周方向に三分割されて設けられ、各分割片がスライドプレート10に設置されている。なお外型枠9は上記のように三分割に限らず、これ以上またはこれ以下の分割数であっても良い。   The outer frame 9 is provided with a fixing bolt 11 on a slide plate 10 provided inside the tail plate 3, and the slide plate 10 is provided along the circumferential direction so as to face the inner surface of the tail plate 3. . That is, the outer mold frame 9 is provided by being divided into three in the circumferential direction, and each divided piece is installed on the slide plate 10. Note that the outer mold 9 is not limited to three divisions as described above, and may be a division number greater than or less than this.

このスライドプレート10は断面皿状であり、その両端部に上側に折り曲げられた鍔片12が形成され、ガイド管13がテールプレート3の内面に突設したガイドパイプ14に挿入されて内外方向にスライド自在になっている。   The slide plate 10 has a dish-like cross section, and flanges 12 bent upward are formed at both ends, and a guide pipe 13 is inserted into a guide pipe 14 projecting from the inner surface of the tail plate 3 so as to extend inward and outward. It is slidable.

また鍔片12の内側にはテールプレート3の内周面に取り付けられた受け片15が対向して設けられ、この受け片15と鍔片12との間には拡径用チューブ16が設置されている。さらにスキンプレート2とスライドプレート10との間には縮径用チューブ17が設置されている。
Further, a receiving piece 15 attached to the inner peripheral surface of the tail plate 3 is provided inside the collar piece 12 so as to be opposed, and a tube for expanding the diameter 16 is installed between the receiving piece 15 and the collar piece 12. ing. Further, a diameter reducing tube 17 is installed between the skin plate 2 and the slide plate 10.

この拡径用チューブ16と縮径用チューブ17とは大きさが異なるだけで、スキンプレート2内面の円周方向に沿って複数に分割して設置され、これらがコンプレッサ(図示せず)で拡縮自在になっている。   The diameter-expanding tube 16 and the diameter-reducing tube 17 differ only in size and are divided into a plurality of parts along the circumferential direction of the inner surface of the skin plate 2, and these are expanded and contracted by a compressor (not shown). It is free.

したがって、この拡径用チューブ16と縮径用チューブ17とはコンプレッサによって拡縮され、図5に示すように、拡径用チューブ16に空気が充填されると縮径用チューブ17が縮んで、スライドプレート10がガイドパイプ14をガイドとして、外側(図面では上側)に移動することにより外型枠9が外側に広がる。   Therefore, the diameter-expanding tube 16 and the diameter-reducing tube 17 are expanded and contracted by a compressor. As shown in FIG. 5, when the diameter-expanding tube 16 is filled with air, the diameter-reducing tube 17 contracts and slides. When the plate 10 moves outward (upward in the drawing) using the guide pipe 14 as a guide, the outer mold 9 spreads outward.

これとは反対に、図1に示すように、縮径用チューブ17に空気が充填されると拡径用チューブ16が縮んで、スライドプレート10がガイドパイプ14をガイドとして、内側(図面では上側)に移動することにより外型枠9が内側に縮む。   On the other hand, as shown in FIG. 1, when the diameter reducing tube 17 is filled with air, the diameter increasing tube 16 contracts, and the slide plate 10 uses the guide pipe 14 as a guide, and the inside (the upper side in the drawing). ) To move the outer mold frame 9 inward.

次に、このシールド掘進機1を使用したトンネルのライニング方法について説明する。まず図1に示すように、推進ジャッキ7とプレスジャッキ8とを引き戻した状態で外型枠9をセットする。このとき外型枠9は内側に移動した状態、すなわち縮径用チューブ17に空気が充填されて内側に押し出された状態になっている。   Next, a tunnel lining method using the shield machine 1 will be described. First, as shown in FIG. 1, the outer mold 9 is set with the propulsion jack 7 and the press jack 8 pulled back. At this time, the outer mold 9 is moved inward, that is, in a state where the tube 17 for reducing diameter is filled with air and pushed out inward.

次に、上記の外型枠9の内側にセグメントで内型枠5を組み立てて、この内型枠5に推進ジャッキ7を押し当ててセットするととともに、プレスジャッキ8も押し出して妻型枠18に押し当てる。   Next, the inner mold 5 is assembled by segments inside the outer mold 9 and the pushing jack 7 is pressed against the inner mold 5 and set, and the press jack 8 is also pushed to the wife mold 18. Press.

そして、この内型枠5と外型枠9とで形成された空間にコンクリート6を打設するとともに、該コンクリート6をプレスジャッキ8で押圧して加圧脱水し、所定期間の養生を行う。   Then, concrete 6 is placed in the space formed by the inner mold 5 and the outer mold 9, and the concrete 6 is pressed by a press jack 8 and dehydrated by pressure to be cured for a predetermined period.

この養生の終了後、図5に示すように、拡径用チューブ16に空気を充填させて膨張させるとともに、縮径用チューブ17から空気を抜いて縮めることにより外型枠9を外側に拡げてコンクリート6から離す。   After completion of this curing, as shown in FIG. 5, the diameter expansion tube 16 is filled with air and expanded, and the outer mold frame 9 is expanded outward by drawing out the air from the diameter reduction tube 17 and contracting. Separate from concrete 6.

次に、内型枠5に反力をとって推進ジャッキ7でシールド掘進機1を前進させるとともに、これと平行して裏込注入19を行う。   Next, a reaction force is applied to the inner mold 5, and the shield machine 1 is advanced by the propulsion jack 7.

シールド掘進機の横断面図である。It is a cross-sectional view of a shield machine. スキンプレートにおけるテールプレートの断面図である。It is sectional drawing of the tail plate in a skin plate. 図2のA−A線断面図である。It is the sectional view on the AA line of FIG. 外型枠の斜視図である。It is a perspective view of an outer formwork. スキンプレートにおけるテールプレートの断面図である。It is sectional drawing of the tail plate in a skin plate. 図5のB−B線断面図である。FIG. 6 is a sectional view taken along line B-B in FIG. 5. 外型枠の斜視図である。It is a perspective view of an outer formwork.

符号の説明Explanation of symbols

1 シールド掘進機
2 スキンプレート
3 テールプレート
4 トンネル躯体
5 内型枠
6 コンクリート
7 推進ジャッキ
8 プレスジャッキ
9 外型枠
10 スライドプレート
11 固定用ボルト
12 鍔片
13 ガイド管
14 ガイドパイプ
15 受け片
16 拡径用チューブ
17 縮径用チューブ
18 妻型枠
19 裏込注入
DESCRIPTION OF SYMBOLS 1 Shield machine 2 Skin plate 3 Tail plate 4 Tunnel frame 5 Inner form frame 6 Concrete 7 Propulsion jack 8 Press jack 9 Outer form frame 10 Slide plate 11 Fixing bolt 12 Grain piece 13 Guide pipe 14 Guide pipe 15 Receiving piece 16 Expansion Diameter tube 17 Reduced diameter tube 18 Wife formwork 19 Backfill injection

Claims (2)

シールド掘進機のテールプレートの内側にテールプレートの内周面と対向してスライドプレートが設置され、該スライドプレートには外型枠が円周方向に沿って設けられ、前記スライドプレートが、スキンプレートの内周面から突出したガイドパイプにスライド自在に設けられ、スライドプレートの外周面とスキンプレートの内周面との間には縮径用チューブが設けられ、スライドプレートの両端における鍔片と、テールプレートの内周面に取り付けられて前記鍔片内面とに対向した受け片との間には拡径用チューブが設けられ、該拡径用チューブの膨張により外型枠が拡がるときには縮径用チューブが収縮し、該縮径用チューブの膨張により外型枠が縮小するときには拡径用チューブが収縮することを特徴とするシールド掘進機。 A slide plate is installed inside the tail plate of the shield machine so as to face the inner peripheral surface of the tail plate, and an outer mold frame is provided along the circumferential direction on the slide plate, and the slide plate is a skin plate. A guide pipe projecting from the inner peripheral surface of the slide plate is slidably provided, a tube for reducing diameter is provided between the outer peripheral surface of the slide plate and the inner peripheral surface of the skin plate, and flanges at both ends of the slide plate; A diameter-expanding tube is provided between a receiving piece attached to the inner peripheral surface of the tail plate and facing the inner surface of the collar piece. When the outer mold is expanded by expansion of the diameter-expanding tube, the diameter-reducing tube is used. A shield machine according to claim 1, wherein when the tube contracts and the outer mold frame contracts due to expansion of the diameter reducing tube, the diameter expanding tube contracts. 縮径用チューブと拡径用チューブとは円周方向に沿って複数に分割して設けられたことを特徴とする請求項1に記載のシールド掘進機。   2. The shield machine according to claim 1, wherein the diameter-reducing tube and the diameter-expanding tube are divided into a plurality along the circumferential direction.
JP2006065664A 2006-03-10 2006-03-10 Shield machine Expired - Lifetime JP4549990B2 (en)

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JP4549990B2 true JP4549990B2 (en) 2010-09-22

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110005441B (en) * 2019-04-19 2024-05-03 中铁第一勘察设计院集团有限公司 Segment lining grouting system and method based on externally embedded channel and stretchable bag
CN116201557A (en) * 2023-03-09 2023-06-02 中国铁建重工集团股份有限公司 Tunneling equipment and shield body diameter expanding method thereof

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JPH0794798B2 (en) * 1991-04-24 1995-10-11 大成建設株式会社 Cast-in-place lining method and shield machine
JP4463939B2 (en) * 2000-04-28 2010-05-19 株式会社奥村組 Shield excavator

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