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JPS6327519B2 - - Google Patents
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JPS6327519B2 - - Google Patents

Info

Publication number
JPS6327519B2
JPS6327519B2 JP56040415A JP4041581A JPS6327519B2 JP S6327519 B2 JPS6327519 B2 JP S6327519B2 JP 56040415 A JP56040415 A JP 56040415A JP 4041581 A JP4041581 A JP 4041581A JP S6327519 B2 JPS6327519 B2 JP S6327519B2
Authority
JP
Japan
Prior art keywords
shield
tail seal
sheet
tunneling machine
cylindrical sheet
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.)
Expired
Application number
JP56040415A
Other languages
Japanese (ja)
Other versions
JPS57155498A (en
Inventor
Hideki Yabe
Tamotsu Ishikawa
Hideo Senda
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP56040415A priority Critical patent/JPS57155498A/en
Publication of JPS57155498A publication Critical patent/JPS57155498A/en
Publication of JPS6327519B2 publication Critical patent/JPS6327519B2/ja
Granted legal-status Critical Current

Links

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  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は、シールド掘進機のテールシールの防
護方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for protecting a tail seal of a shield tunneling machine.

近年、シールド掘進工法は大いに発展してきた
が、そのすう勢は限定圧気工法、泥水シールド工
法、土圧バランス工法など作業員の高圧作業を極
力減少させる方向にある。
In recent years, shield excavation methods have made great progress, but the trend is to reduce the high-pressure work performed by workers as much as possible, such as the limited pressure air method, muddy water shield method, and earth pressure balance method.

ところで、上記各工法において特に問題になる
のはテールシールであり、高深度、例えば深度
100mを越える高深度シールドの場合などでは施
工を左右する大問題となつている。
By the way, the tail seal is a particular problem in each of the above construction methods, and
This has become a major problem that affects construction in the case of deep shields exceeding 100 meters.

シールド工法、例えば泥水シールド工法におい
ては、周知のようにシールド掘進機のスキンプレ
ートと掘進に伴い建込まれるセグメントとの間に
ゴム材等よりなるテールシールを介装させ、スキ
ンプレートとセグメントとの隙間から砂礫混りの
泥水が浸入してくるのを防止している。しかしな
がら、従来はゴム材等よりなるテールシールを防
護する手段は何ら施されていなかつたため、砂礫
等がテールシールにかみ込み、掘進に伴うシール
ド掘進機の移動時にテールシールを損傷し、寿命
の低下、止水効果の低下をきたす等の不都合があ
つた。特に前述のように高深度シールドの場合に
は問題が大きかつた。
In the shield construction method, for example, the mud water shield construction method, as is well known, a tail seal made of rubber material or the like is interposed between the skin plate of the shield excavator and the segment built during excavation, and the seal between the skin plate and the segment is This prevents muddy water mixed with sand and gravel from entering through the gaps. However, in the past, no means had been taken to protect the tail seal made of rubber, etc., so sand and gravel could get stuck in the tail seal, damaging it when the shield excavator was moved during excavation, and reducing its lifespan. , there were inconveniences such as a decrease in the water-stopping effect. This problem was especially serious in the case of deep shielding as described above.

本発明は、シールド掘進機本体に、合成樹脂シ
ート、ゴムシート等の耐水性、耐圧性および可撓
性のある筒状シートを巻装しておき、シールド掘
進機の前進に伴い筒状シートを後方に送り出し、
その筒状シートでシールド掘進機のスキンプレー
トおよびセグメントを外周より被つてテールシー
ルを防護し、これにより従来の前述の問題点を解
消したものである。
In the present invention, a water-resistant, pressure-resistant, and flexible cylindrical sheet such as a synthetic resin sheet or a rubber sheet is wrapped around the main body of a shield tunneling machine, and the cylindrical sheet is wrapped as the shield tunneling machine moves forward. send it backwards,
The cylindrical sheet covers the skin plate and segment of the shield tunneling machine from the outer periphery to protect the tail seal, thereby solving the above-mentioned conventional problems.

以下、図面を参照し本発明のテールシールの防
護方法を実施した実施例を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the tail seal protection method of the present invention will be described with reference to the drawings.

全体を1で示すシールド掘進機は、円筒状のス
キンプレート2、回転掘削刃3、送泥パイプ4、
排泥パイプ5、送泥パイプ4および排泥パイプ5
に設けた各種のバルブ6、ポンプ7、シールドジ
ヤツキ8等を備えている。送泥パイプ4により泥
水室9に泥水を送り、掘削ズリは泥水と共に排泥
パイプ5により排泥し、掘進に伴いシールドジヤ
ツキ8によりシールド掘進機1を前進させ、セグ
メント11を建込む。スキンプレート2とセグメ
ント11の間には第1図では省略されてい参る
が、ゴム材等よりなるシール部材を介装してスキ
ンプレート2とセグメント11との間の隙間から
砂礫混りの泥水が機械室10内に侵入するのを防
止する。
The shield excavator, which is indicated by 1 as a whole, includes a cylindrical skin plate 2, a rotary excavation blade 3, a mud feeding pipe 4,
Sludge removal pipe 5, mud feeding pipe 4, and mud removal pipe 5
It is equipped with various valves 6, pumps 7, shield jacks 8, etc. installed in the pump. Mud water is sent to the mud chamber 9 by the mud feeding pipe 4, excavated waste is removed together with the mud by the mud draining pipe 5, and as the excavation progresses, the shield excavator 1 is advanced by the shield jack 8 and the segment 11 is erected. Although it is omitted in FIG. 1, a sealing member made of rubber or the like is inserted between the skin plate 2 and the segments 11 to prevent muddy water containing sand and gravel from flowing through the gap between the skin plate 2 and the segments 11. Intrusion into the machine room 10 is prevented.

前述のように従来はスキヤンプレートとセグメ
ントの間に介装されたシール部材、すなわちテー
ルシールを防護する手段が施されていなかつたた
め、砂礫がテールシールにかみ込み、掘進に伴う
シールド掘進機の移動の際その砂礫によりテール
シールが損傷し、テールシールの寿命低下、止水
効果の低下をきたすことがあつた。
As mentioned above, in the past, there was no means to protect the seal member interposed between the scan plate and the segment, that is, the tail seal, so sand and gravel could get caught in the tail seal, causing movement of the shield excavator as it excavated. During this process, the tail seal was damaged by the gravel, resulting in a shortened tail seal life and reduced water-stopping effect.

そこで、本発明では、シールド掘進機本体1に
合成樹脂シート、ゴムシート等の耐水性、耐圧性
および可撓性のある筒状シート12を巻装してお
き、シールド掘進機1の前進に伴い筒状シート1
2を後方に送り出し、その筒状シート12でシー
ルド掘削機1のスキンプレート2およびセグメン
ト11を外周より被つてテールシールを防護す
る。この際、送り出された筒状シート12はスキ
ンプレート2およびセグメント12に水圧及び土
圧により密着する。
Therefore, in the present invention, a water-resistant, pressure-resistant, and flexible cylindrical sheet 12 such as a synthetic resin sheet or a rubber sheet is wrapped around the shield tunneling machine main body 1, and as the shield tunneling machine 1 moves forward, Cylindrical sheet 1
2 is sent rearward, and the cylindrical sheet 12 covers the skin plate 2 and the segment 11 of the shield excavator 1 from the outer periphery to protect the tail seal. At this time, the sent-out cylindrical sheet 12 comes into close contact with the skin plate 2 and the segments 12 due to water pressure and earth pressure.

巻回された筒状シート12は第2図に示すよう
に、シールド掘進機本体1に設けたボツク13内
に配置し、その出口にはゴム、合成樹脂で作つた
シール14を施し、ボツクス13内に砂礫等が浸
入しないようにする。
As shown in FIG. 2, the rolled cylindrical sheet 12 is placed in a box 13 provided in the main body 1 of the shield tunneling machine, and a seal 14 made of rubber or synthetic resin is applied to the outlet of the box 13. Prevent sand and gravel from entering inside.

また、第3図に示すように、掘削中はジヤツキ
14等によりリング状押え部材15を筒状シート
12に押し付けて、砂礫が浸入するのを防止する
ようにしてもよい。
Further, as shown in FIG. 3, during excavation, the ring-shaped holding member 15 may be pressed against the cylindrical sheet 12 by a jack 14 or the like to prevent sand and gravel from entering.

また、筒状シート12の巻装位置は図示の位置
に限らず、例えば泥水室9内に設けることもでき
る。
Further, the position at which the cylindrical sheet 12 is wound is not limited to the position shown in the drawings, and may be provided within the muddy water chamber 9, for example.

以上説明したように、本発明によれば、テール
シールは合成樹脂シート、ゴムシート等の耐水
性、耐圧性および可撓性のある筒状シートで被わ
れるので、従来のようにテールシールに砂礫がか
み込み、シールド掘進機の移動時かみ込んだ砂礫
によりテールシールが損傷することがなく、長期
にわたつて安定したシール効果を発揮し得るもの
である。
As explained above, according to the present invention, the tail seal is covered with a water-resistant, pressure-resistant, and flexible cylindrical sheet such as a synthetic resin sheet or a rubber sheet. The tail seal will not be damaged by the sand and gravel that has become trapped during the movement of the shield excavator, and can provide a stable sealing effect over a long period of time.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の実施例を示し、第1図は本発明
のテールシールの防護方法を実施したシールド掘
進機の縦断面図、第2図および第3図は筒状シー
トの出口部分を示す断面図である。 1……シールド掘進機、2……スキンプレー
ト、11……セグメント、12……筒状シート。
The drawings show embodiments of the present invention, and FIG. 1 is a longitudinal cross-sectional view of a shield tunneling machine in which the tail seal protection method of the present invention is implemented, and FIGS. 2 and 3 are cross-sectional views showing the exit portion of the cylindrical sheet. It is a diagram. 1... Shield tunneling machine, 2... Skin plate, 11... Segment, 12... Cylindrical sheet.

Claims (1)

【特許請求の範囲】[Claims] 1 シールド掘進機のスキンプレートとセグメン
トの間に介装されるテールシールの防護方法にお
いて、シールド掘進機本体に、合成樹脂シート、
ゴムシート等の耐水性、耐圧性および可撓性のあ
る筒状シートを巻装しておき、シールド掘進機の
前進に伴い筒状シートを後方に送り出し、その筒
状シートで掘進機のスキンプレートおよびセグメ
ントを外周より被つてテールシールを防護するこ
とを特徴とするシールド掘進工法におけるテール
シールの防護方法。
1. In a method for protecting a tail seal interposed between a skin plate and a segment of a shield tunneling machine, a synthetic resin sheet,
A water-resistant, pressure-resistant, and flexible cylindrical sheet such as a rubber sheet is wrapped, and as the shield tunneling machine moves forward, the cylindrical sheet is sent backward, and the cylindrical sheet is used to cover the skin plate of the tunneling machine. and a method for protecting a tail seal in a shield excavation method, characterized in that the tail seal is protected by covering the segment from the outer periphery.
JP56040415A 1981-03-23 1981-03-23 Method of protecting tail seal in method of construction of shielding excavation Granted JPS57155498A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56040415A JPS57155498A (en) 1981-03-23 1981-03-23 Method of protecting tail seal in method of construction of shielding excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56040415A JPS57155498A (en) 1981-03-23 1981-03-23 Method of protecting tail seal in method of construction of shielding excavation

Publications (2)

Publication Number Publication Date
JPS57155498A JPS57155498A (en) 1982-09-25
JPS6327519B2 true JPS6327519B2 (en) 1988-06-03

Family

ID=12580024

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56040415A Granted JPS57155498A (en) 1981-03-23 1981-03-23 Method of protecting tail seal in method of construction of shielding excavation

Country Status (1)

Country Link
JP (1) JPS57155498A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60181497A (en) * 1984-02-10 1985-09-17 東亜グラウト工業株式会社 Drilling method and apparatus for covering pipeline wall by water impermeable film
JPS60181496A (en) * 1984-02-10 1985-09-17 東亜グラウト工業株式会社 Shield tunnel construction method and apparatus
JPS62174499A (en) * 1986-01-29 1987-07-31 大成建設株式会社 How to stop water in segments
JPH0455119Y2 (en) * 1986-05-20 1992-12-24
JPH0762439B2 (en) * 1987-06-24 1995-07-05 シ−アイ化成株式会社 Water stop structure for tunnel
JPH0774593B2 (en) * 1991-05-27 1995-08-09 東亜グラウト工業株式会社 Pipeline construction method

Also Published As

Publication number Publication date
JPS57155498A (en) 1982-09-25

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