JP3288349B2 - Water stop device of shield machine - Google Patents

Water stop device of shield machine

Info

Publication number
JP3288349B2
JP3288349B2 JP25013099A JP25013099A JP3288349B2 JP 3288349 B2 JP3288349 B2 JP 3288349B2 JP 25013099 A JP25013099 A JP 25013099A JP 25013099 A JP25013099 A JP 25013099A JP 3288349 B2 JP3288349 B2 JP 3288349B2
Authority
JP
Japan
Prior art keywords
annular
spring plate
peripheral surface
outer peripheral
shield machine
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 - Fee Related
Application number
JP25013099A
Other languages
Japanese (ja)
Other versions
JP2001073690A (en
Inventor
光雄 清水
奏一郎 上田
敬二 洲野
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.)
Mutsubushi Rubber Co Ltd
Kawasaki Motors Ltd
Original Assignee
Mutsubushi Rubber Co Ltd
Kawasaki Jukogyo KK
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 Mutsubushi Rubber Co Ltd, Kawasaki Jukogyo KK filed Critical Mutsubushi Rubber Co Ltd
Priority to JP25013099A priority Critical patent/JP3288349B2/en
Publication of JP2001073690A publication Critical patent/JP2001073690A/en
Application granted granted Critical
Publication of JP3288349B2 publication Critical patent/JP3288349B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】 本発明は、シールド掘進機
の止水装置に関し、特にシールド掘進機の胴部材の内面
部又は外面部に筒体が遊嵌状に内嵌又は外嵌されたとき
胴部材と筒体の間の環状隙間をシールする止水装置の構
造を簡単化し、且つ土砂からの損傷や磨耗を防止するこ
とができる止水装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water stopping device for a shield machine, and more particularly, to a body when a cylindrical body is loosely or internally fitted to an inner surface or an outer surface of a body member of the shield machine. The present invention relates to a water stopping device that can simplify the structure of a water stopping device that seals an annular gap between a member and a cylindrical body, and that can prevent damage and wear from earth and sand.

【0002】[0002]

【従来の技術】 近年上下水道用トンネルや共同溝等を
シールド工法により掘進することが多く、その場合に工
事期間の制約があり、1台のシールド掘進機により掘進
できる距離にも限界があるため、複数の立坑を設け立坑
と立坑の間を各シールド掘進機により分担して掘進する
ことも多い。そのトンネルは同径の場合もあるし、途中
で径が変化する場合もある。
2. Description of the Related Art In recent years, tunnels for water supply and sewerage, common trenches, and the like are often excavated by a shield method, in which case the construction period is limited, and the distance that can be excavated by one shield excavator is limited. In many cases, a plurality of shafts are provided, and the space between the shafts is dug by each shield machine. The tunnel may have the same diameter or the diameter may change along the way.

【0003】都市部の地下に形成するトンネルの場合、
地上地下ともに構造物が輻輳していて立坑を形成できな
いことも多いため、同径の又は異径の2台のシールド掘
進機を離間地点から相接近方向へ掘進させ、最終的に2
台のシールド掘進機の前端部同士を地中接合する技術も
種々提案され実用化されている。例えば、特公平5−8
8357号公報には、同径の2台のシールド掘進機を筒
体を介して地中接合する地中接合形シールド掘進機が記
載されている。
In the case of a tunnel formed underground in an urban area,
Since the structures are often congested both underground and underground, it is not possible to form a shaft, so two shield excavators of the same diameter or different diameters are excavated from the separation point in the phase approaching direction, and finally two
Various technologies for joining the front ends of the shield excavators underground have been proposed and put to practical use. For example, 5-8
No. 8357 describes an underground joint type shield excavator in which two shield excavators having the same diameter are joined underground via a cylindrical body.

【0004】前記地中接合形シールド掘進機では、貫入
側シールド掘進機の前胴の内側近傍に設けた筒体を複数
の押出しジャッキで順次押出して受入側シールド掘進機
の前端部内へ部分的に貫入させ、筒体の先端部をゴム製
の受入リングに押圧させて止水する。前記受入リングを
固定的に設ける場合もあるが、最近では、受入リングを
外筒と内筒との環状隙間に移動可能に設け、通常の掘進
時には受入リングを複数の油圧ジャッキにより、環状隙
間の奥端に退入させておき、地中接合時には受入リング
を前進させて筒体の先端に押圧するように構成してあ
る。
In the underground shield type excavator, a cylindrical body provided near the inside of the front body of the penetrating side shield excavator is sequentially extruded by a plurality of extrusion jacks, and partially extruded into the front end of the receiving side shield excavator. Then, the tip of the cylinder is pressed against a rubber receiving ring to stop water. In some cases, the receiving ring is fixedly provided, but recently, the receiving ring is provided so as to be movable in an annular gap between the outer cylinder and the inner cylinder. It is configured such that the receiving ring is retracted to the rear end and the receiving ring is advanced and pressed against the tip of the cylindrical body during underground joining.

【0005】他方、本願出願人は、特開平8−9339
0号公報、特願平9−369611号において、シール
ド掘進機におけるスライド部を止水することのできる止
水装置を提案した。特開平8−93390号公報のシー
ルド掘進機の止水装置では、環状弾性膜部材の前後両端
部を固定し、環状弾性膜部材の内側に環状シール部材を
設け、加圧水注入機構で環状弾性膜部材の外側に加圧水
を供給して環状弾性膜部材を内側へ膨らませ、環状シー
ル部材をその内側の相手側の筒体に圧接させることで止
水するように構成してある。
On the other hand, the applicant of the present application has disclosed Japanese Patent Application Laid-Open No. Hei 8-9339.
No. 0 and Japanese Patent Application No. 9-369611 have proposed a water stopping device capable of stopping a slide portion of a shield machine. In the water stopping device of the shield machine described in JP-A-8-93390, the front and rear ends of the annular elastic membrane member are fixed, the annular seal member is provided inside the annular elastic membrane member, and the annular elastic membrane member is pressurized by a water injection mechanism. The annular elastic membrane member is inflated inward by supplying pressurized water to the outside, and the annular seal member is pressed against the inner cylindrical member inside thereof to stop water.

【0006】特願平9−369611号のシールド掘進
機の止水装置では、筒体が内嵌状に貫入される筒状部材
の前端部の内面に形成された環状凹部と、この環状凹部
に配設された環状弾性膜部材及びこの環状弾性膜部材の
内側の環状シール部材と、この環状弾性膜部材の外面側
に加圧水を注入して環状シール部材を筒体の外周面に圧
接させる加圧水注入機構とを備え、環状弾性膜部材と環
状シール部材とを収容した環状凹部の内面側を開閉可能
に塞ぐ保護筒部材と、この保護筒部材を軸方向へ進退駆
動する油圧シリンダとを備えている。
In the water stopping device of the shield machine described in Japanese Patent Application No. 9-369611, an annular recess formed on the inner surface of the front end of a tubular member into which a tubular body penetrates, and an annular recess formed in the annular recess. An annular elastic membrane member provided, an annular seal member inside the annular elastic membrane member, and pressurized water injection for injecting pressurized water to the outer surface side of the annular elastic membrane member to press the annular seal member against the outer peripheral surface of the cylindrical body. A protective cylinder member for opening and closing the inner surface of an annular recess accommodating the annular elastic membrane member and the annular seal member, and a hydraulic cylinder for driving the protective cylinder member to advance and retreat in the axial direction. .

【0007】[0007]

【発明が解決しようとする課題】 特公平5−8835
7号公報のシールド掘進機の止水構造では、受入リング
が前胴の前端付近の内側に配置されているため、通常の
シールド掘進中に受入リングはカッターディスクの背部
のチャンバー内の土砂と摩擦して磨耗し易く、その磨耗
量が大きい場合には、地中接合後の止水機能を確保でき
なくなる。しかも、受入リングと筒体の先端部間に土砂
が噛み込み易く、止水性が低下し易い。
[Problems to be Solved by the Invention]
In the water blocking structure of the shield machine described in Japanese Patent Publication No. 7, the receiving ring is disposed inside the vicinity of the front end of the front fuselage. When the amount of wear is large, the water stopping function after underground joining cannot be secured. In addition, the earth and sand are easily bitten between the receiving ring and the distal end portion of the cylindrical body, and the water stopping performance is easily reduced.

【0008】特願平9−369611号のシールド掘進
機の止水装置では、環状弾性膜部材と環状シール部材と
を収容した環状凹部の内面側を開閉可能に塞ぐ保護筒部
材が設けられているので、通常のシールド掘進中に環状
シール部材が損傷したり磨耗したりすることはない反
面、保護筒部材と、この保護筒部材を後退駆動する為の
油圧シリンダと、保護筒部材と環状凹部との止水性能を
高める為の土砂シール等が必要になるため、部品点数が
多くなり製作費が嵩む。しかも保護筒部材をスムースに
後退駆動させる為に、その摺動面の加工コストも高くな
る。保護筒部材を後退駆動させる分、地中接合の作業時
間も長くなる。
In the water stopping device of the shield machine described in Japanese Patent Application No. 9-369611, a protective cylinder member is provided for opening and closing the inner side of an annular recess accommodating an annular elastic membrane member and an annular sealing member. Therefore, while the annular seal member is not damaged or worn during normal shield excavation, the protection cylinder member, a hydraulic cylinder for driving the protection cylinder member backward, the protection cylinder member and the annular recess are provided. In order to increase the water stopping performance, a soil seal or the like is required, so that the number of parts increases and the production cost increases. In addition, since the protection cylinder member is smoothly moved backward, the processing cost of the sliding surface increases. The operation time of underground joining is also increased by the amount by which the protection cylinder member is driven backward.

【0009】本発明の目的は、止水装置の構造を簡単化
し製作費を低減すること、止水装置の環状シール部材の
損傷や磨耗を防止すること、止水性能を高めること、地
中接合の作業工程を簡素化可能にすること、等である。
SUMMARY OF THE INVENTION It is an object of the present invention to simplify the structure of a water stop device and reduce manufacturing costs, prevent damage and abrasion of an annular seal member of the water stop device, improve water stop performance, and join underground. Can be simplified.

【0010】[0010]

【課題を解決するための手段】 請求項1のシールド掘
進機の止水装置は、シールド掘進機の胴部材の内面部に
装備され且つ胴部材に筒体が遊嵌状に内嵌されたとき胴
部材と筒体の間の環状隙間をシールする止水装置におい
て、前記胴部材の内周面部に凹設された環状凹部と、こ
の環状凹部に配設され外周側に流体収容室を形成する環
状弾性膜部材と、この環状弾性膜部材の内周面近傍に配
設され且つ軸心方向一端部が胴部材に固定され他端部が
自由端をなす環状シール部材と、前記流体収容室に加圧
流体を収容しない状態において環状シール部材の内周面
を覆って環状シール部材を保護する弾性変形可能なカバ
ー部材であって、環状シール部材の内周面の大部分を覆
うように周方向に並べて配設された短冊状の複数の第1
バネ板部材と、環状弾性膜部材の他端側部分の内周面と
環状シール部材の内周面の一部を覆うように周方向に並
べて配設された短冊状の複数の第2バネ板部材とを有す
るカバー部材とを備え、前記流体収容室に加圧流体を供
給して環状弾性膜部材を内周側へ弾性変形させ、環状シ
ール部材の他端部を筒体の外周面に圧接させてシールす
るように構成したことを特徴とするものである。
According to the first aspect of the present invention, there is provided a water blocking device for a shield machine, which is provided on an inner surface of a body member of the shield machine and a tubular body is loosely fitted on the body member. In a water stopping device for sealing an annular gap between a body member and a cylindrical body, an annular recess formed in an inner peripheral surface portion of the body member and a fluid storage chamber formed in the annular recess and formed on an outer peripheral side. An annular elastic membrane member, an annular seal member disposed near the inner peripheral surface of the annular elastic membrane member and having one end in the axial direction fixed to the body member and the other end forming a free end; An elastically deformable cover member that covers the inner peripheral surface of the annular seal member and protects the annular seal member in a state where the pressurized fluid is not contained, and covers most of the inner peripheral surface of the annular seal member.
A plurality of strip-shaped first members arranged side by side in the circumferential direction
A spring plate member, and an inner peripheral surface of the other end portion of the annular elastic membrane member.
Circumferentially so as to cover a part of the inner peripheral surface of the annular seal member.
And a plurality of strip-shaped second spring plate members all disposed.
A pressurized fluid is supplied to the fluid storage chamber to elastically deform the annular elastic membrane member toward the inner peripheral side, and the other end of the annular seal member is pressed against the outer peripheral surface of the cylindrical body to seal. It is characterized by having been constituted so that.

【0011】地中接合型シールド掘進機を地中接合する
場合を例として説明する。この場合、前記シールド掘進
機は受入側シールド掘進機に相当し、筒体は、貫入側シ
ールド掘進機の例えば前胴の内側近傍に軸方向へ移動可
能に装備されている。受入側シールド掘進機の止水装置
の流体収容室に加圧流体を収容しない状態では、常時カ
バー部材が環状シール部材の内周面を覆い、環状シール
部材を土砂に触れないように保護することが可能にな
る。止水装置の流体収容室に加圧流体を収容しない状態
では、カバー部材の複数の第1バネ板部材と複数の第2
バネ板部材とで協働して環状シール部材及び環状弾性膜
部材の内周のほぼ全域を覆うことができ、環状シール部
材を土砂に触れないように保護することが可能になる。
An example in which an underground-bonded shield machine is bonded underground will be described as an example. In this case, the shield excavator corresponds to a receiving-side shield excavator, and the tubular body is mounted, for example, in the vicinity of the inside of the front fuselage of the penetrating-side shield excavator so as to be movable in the axial direction. When the pressurized fluid is not stored in the fluid storage chamber of the water stopping device of the receiving shield excavator, the cover member always covers the inner peripheral surface of the annular seal member and protects the annular seal member from contact with earth and sand. Becomes possible. A state in which pressurized fluid is not stored in the fluid storage chamber of the water stop device
Then, the plurality of first spring plate members of the cover member and the plurality of second
An annular sealing member and an annular elastic membrane in cooperation with a spring plate member;
Almost the entire inner circumference of the member can be covered, and the annular seal
The material can be protected from contact with earth and sand.

【0012】両シールド掘進機を相接近する方向へ掘進
させていき地中接合する際には、両シールド掘進機のカ
ッターディスクを接近対向状態に近づけて掘進を停止
し、その後、両シールド掘進機において、前記筒体の通
過隙間を形成する。次に貫入側シールド掘進機の筒体を
押出し駆動し、この筒体を受入側シールド掘進機の前端
部内へ部分的に貫入させ、次に止水装置の流体収容室に
加圧流体を供給して環状弾性膜部材を内周側へ弾性変形
させ、環状シール部材の他端部を筒体の外周面に圧接さ
せてシールする。このとき、カバー部材は、環状弾性膜
部材の弾性変形により内周側へ押圧付勢されて弾性変形
する。すなわち、流体収容室に加圧流体を供給すると、
環状弾性膜部材の弾性変形により、カバー部材の複数の
第1バネ板部材の自由端部分は環状シール部材と共に大
きく傾動し、カバー部材の複数の第2バネ板部材の自由
端部分は環状弾性膜部材と共に各第1バネ板部材よりも
小さく傾動することで、環状凹部の内面側を開放する。
When the two shield excavators are excavated in the direction of approaching each other and are joined underground, the excavation is stopped by bringing the cutter disks of both shield excavators closer to the approaching and opposing state. In the above, a passage gap of the cylindrical body is formed. Next, the cylinder of the penetrating-side shield excavator is driven to be extruded and partially penetrated into the front end portion of the receiving-side shield excavator, and then pressurized fluid is supplied to the fluid storage chamber of the water stop device. Then, the annular elastic membrane member is elastically deformed to the inner peripheral side, and the other end of the annular seal member is pressed against the outer peripheral surface of the cylindrical body to seal. At this time, the cover member is elastically deformed by being urged inwardly by the elastic deformation of the annular elastic film member. That is, when the pressurized fluid is supplied to the fluid storage chamber,
Due to the elastic deformation of the annular elastic membrane member,
The free end portion of the first spring plate member is large with the annular seal member.
Tilting to allow the plurality of second spring plate members of the cover member to move freely.
The end portion together with the annular elastic membrane member is larger than each first spring plate member.
By tilting slightly, the inner surface side of the annular concave portion is opened.

【0013】[0013]

【0014】[0014]

【0015】[0015]

【0016】[0016]

【0017】請求項のシールド掘進機の止水装置は、
請求項の発明において、前記カバー部材は、環状シー
ル部材の一端部の内周面に固定され且つ複数の第1バネ
板部材の前記一端部側の端部に連なる第1環状バネ板部
材と、環状弾性膜部材の他端部の内周面に固定され且つ
複数の第2バネ部材の前記他端部側の端部に連なる第2
環状バネ板部材とを有することを特徴とするものであ
る。それ故、複数の第1環状バネ板部材の胴部材への取
付けが簡単化し、複数の第2環状バネ板部材の胴部材へ
の取付けも簡単化する。即ち、複数の第1バネ板部材、
複数の第2バネ板部材をボルト等で夫々胴部材へ取付け
るのに比べて、取り付けが著しく簡単化する。
[0017] The water stopping device of the shield machine according to claim 2 is as follows.
The invention according to claim 1 , wherein the cover member is fixed to an inner peripheral surface at one end of the annular seal member, and is connected to a first annular spring plate member connected to the end of the plurality of first spring plate members on the one end side. A second elastic member fixed to the inner peripheral surface of the other end of the annular elastic film member and connected to the other end of the plurality of second spring members.
An annular spring plate member. Therefore, the attachment of the plurality of first annular spring leaf members to the trunk member is simplified, and the attachment of the plurality of second annular spring leaf members to the trunk member is also simplified. That is, a plurality of first spring plate members,
As compared with the case where a plurality of second spring plate members are respectively attached to the body members with bolts or the like, the attachment is significantly simplified.

【0018】請求項のシールド掘進機の止水装置は、
請求項の発明において、複数の第1バネ板部材の第1
環状バネ板部材と反対側の自由端部分は、複数の第2バ
ネ板部材の第2環状バネ板部材と反対側に自由端部分の
内周側にラップした状態に配設されていることを特徴と
するものである。それ故、流体収容室に加圧流体を収容
しない状態では、環状シール部材の内周面に水や土砂が
侵入しにくくなり、止水性能を高めることができる。
[0018] The water stopping device of the shield machine according to claim 3 is as follows.
In the invention of claim 2 , the first of the plurality of first spring plate members
The free end portion opposite to the annular spring plate member is disposed on the inner peripheral side of the free end portion on the opposite side of the plurality of second spring plate members from the second annular spring plate member. It is a feature. Therefore, in a state where the pressurized fluid is not stored in the fluid storage chamber, water and earth and sand hardly enter the inner peripheral surface of the annular seal member, and the water stopping performance can be improved.

【0019】請求項のシールド掘進機の止水装置は、
シールド掘進機の胴部材の外面部に装備され且つ胴部材
に筒体が遊嵌状に外嵌されたとき胴部材と筒体の間の環
状隙間をシールする止水装置において、前記胴部材の外
周面部に凹設された環状凹部と、この環状凹部に配設さ
れ内周側に流体収容室を形成する環状弾性膜部材と、こ
の環状弾性膜部材の外周面近傍に配設され且つ軸心方向
一端部が胴部材に固定され他端部が自由端をなす環状シ
ール部材と、前記流体収容室に加圧流体を収容しない状
態において環状シール部材の外周面を覆って環状シール
部材を保護する弾性変形可能なカバー部材であって、環
状シール部材の外周面の大部分を覆うように周方向に並
べて配設された短冊状の複数の第1バネ板部材と、環状
弾性膜部材の他端側部分の外周面と環状シール部材の外
周面の一部を覆うように周方向に並べて配設された短冊
状の複数の第2バネ板部材とを有するカバー部材とを備
え、前記流体収容室に加圧流体を供給して環状弾性膜部
材を外周側へ弾性変形させ、環状シール部材の他端部を
筒体の内周面に圧接させてシールするように構成したこ
とを特徴とするものである。 この止水装置は、胴部材の
外面部に装備されたもので、この胴部材に筒体が遊嵌状
に外嵌されたとき、流体収容室に加圧流体を供給して環
状弾性膜部材を外周側へ弾性変形させ、環状シール部材
の他端部を筒体の内周面に圧接させてシールする。この
とき、カバー部材は、環状弾性膜部材の弾性変形により
外周側へ押圧付勢されて弾性変形する。 このカバー部材
は、環状シール部材の外周面を覆う点で請求項1の発明
と異なるだけであるので、請求項1と略同様の作用を奏
する。
[0019] The water blocking device of the shield machine according to claim 4 is as follows.
A body member mounted on the outer surface of the body member of the shield machine
The ring between the trunk member and the cylindrical body when the cylindrical body is loosely fitted
In the water stop device for sealing the gap, the outside of the body member
An annular recess formed in the peripheral surface, and an annular recess provided in the annular recess.
An annular elastic membrane member forming a fluid storage chamber on the inner peripheral side;
Disposed in the vicinity of the outer peripheral surface of the annular elastic membrane member and in the axial direction.
An annular shell having one end fixed to the body member and the other end forming a free end
In which the pressurized fluid is not stored in the fluid storage chamber.
Annular seal covering the outer peripheral surface of the annular seal member
An elastically deformable cover member for protecting the member,
Circumferentially so as to cover most of the outer peripheral surface of the
A plurality of strip-shaped first spring plate members all disposed,
Outer peripheral surface of the other end portion of the elastic membrane member and outside of the annular seal member
Strips arranged in the circumferential direction to cover a part of the peripheral surface
And a cover member having a plurality of second spring plate members.
The pressurized fluid is supplied to the fluid storage chamber to form an annular elastic membrane portion.
The material is elastically deformed to the outer peripheral side, and the other end of the annular seal member is
It is configured to seal by pressing against the inner peripheral surface of the cylinder.
It is characterized by the following. This water stop device is
Equipped on the outer surface, the cylinder is loosely fitted to the body
When pressurized to the outside, the pressurized fluid is supplied to the fluid
The elastic seal member is elastically deformed to the outer peripheral side to form an annular seal member.
Is pressed against the inner peripheral surface of the cylindrical body to seal. this
At this time, the cover member is elastically deformed by the annular elastic membrane member.
It is elastically deformed by being urged toward the outer peripheral side. This cover member
The invention according to claim 1, which covers the outer peripheral surface of the annular seal member.
Therefore, the operation is substantially the same as that of the first aspect.
I do.

【0020】請求項のシールド掘進機の止水装置は、
請求項の発明において、前記カバー部材は、環状シー
ル部材の一端部の外周面に固定され且つ複数の第1バネ
板部材の前記一端部側の端部に連なる第1環状バネ板部
材と、環状弾性膜部材の他端部の外周面に固定され且つ
複数の第2バネ板部材の前記他端部側の端部に連なる第
2環状バネ板部材とを有することを特徴とするものであ
る。これら第1環状バネ板部材と第2環状バネ板部材
は、請求項の発明の第1環状バネ板部材、第2環状バ
ネ板部材と基本的に同等のものであるので、請求項
同様の作用を奏する。
[0020] The water blocking device of the shield machine according to claim 5 is as follows.
The invention according to claim 4 , wherein the cover member is fixed to an outer peripheral surface of one end of the annular seal member, and is connected to an end on the one end side of the plurality of first spring plate members; A second annular spring plate member fixed to the outer peripheral surface of the other end portion of the annular elastic film member and connected to the other end portions of the plurality of second spring plate members. . The first annular spring plate member and the second annular spring plate member includes a first annular spring plate member of the invention of claim 2, since it is the second one annular spring plate member and essentially equivalent, and claim 2 It has a similar effect.

【0021】請求項のシールド掘進機の止水装置は、
請求項の発明において、複数の第1バネ板部材の第1
環状バネ板部材と反対側の自由端部分は、複数の第2バ
ネ板部材の第2環状バネ板部材と反対側の自由端部分の
外周側にラップした状態に配設されていることを特徴と
するものである。それ故、流体収容室に加圧流体を収容
しない状態では、環状シール部材の内周面に水や土砂が
侵入しにくくなり、止水性能を高めることができる。
According to a sixth aspect of the present invention, there is provided a water stopping device for a shield machine.
In the invention of claim 5 , the first of the plurality of first spring plate members has
The free end portion opposite to the annular spring plate member is disposed so as to wrap around the outer peripheral side of the free end portion of the plurality of second spring plate members opposite to the second annular spring plate member. It is assumed that. Therefore, in a state where the pressurized fluid is not stored in the fluid storage chamber, water and earth and sand hardly enter the inner peripheral surface of the annular seal member, and the water stopping performance can be improved.

【0022】請求項のシールド掘進機の止水装置は、
請求項1〜6の何れかの発明において、少なくとも、前
記複数の第2バネ板部材は夫々ゴム膜で覆われているこ
とを特徴とするものである。流体収容室に加圧流体を供
給して環状弾性膜部材を弾性変形させたとき、このゴム
膜により環状シール部材の損傷や磨耗を防止することが
できる。
[0022] The water stopping device of the shield machine according to claim 7 is as follows.
The invention according to any one of claims 1 to 6 , wherein at least the plurality of second spring plate members are each covered with a rubber film. When the pressurized fluid is supplied to the fluid storage chamber to elastically deform the annular elastic membrane member, the rubber membrane can prevent the annular seal member from being damaged or worn.

【0023】[0023]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面を参照して説明する。図1、図2に示すように、
地中接合型シールド掘進機は、2つのシールド掘進機を
相接近方向へ掘進させて両者を地中で接合するようにし
たもので、胴部材の外径が同径の貫入側シールド掘進機
1A、受入側シールド掘進機1Bを有する。最初に貫入
側シールド掘進機1Aについて説明し、次に受入側シー
ルド掘進機1Bについて説明し、その後、この胴部材の
内面部に装備された止水装置60について説明する。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2,
The underground junction type shield excavator is one in which two shield excavators are excavated in a phase approaching direction to join them together underground, and the outer diameter of the trunk member is the same as the penetration side shield excavator 1A. , A receiving-side shield machine 1B. First, the penetrating shield excavator 1A will be described, then the receiving shield excavator 1B will be described, and then the water stop device 60 provided on the inner surface of the body member will be described.

【0024】最初に、貫入側シールド掘進機1Aについ
て説明する。但し、その掘進方向を前方とし、その前後
左右を前後左右として説明する。図1に示すように、シ
ールド掘進機1Aは、カッターディスク2と、チャンバ
ー3と、前胴4と、カッターディスク2を回転駆動する
カッター回転駆動機構5と、前胴4の後端に連結された
後胴6と、掘進推力を発生させる複数のシールドジャッ
キ7と、トンネル坑壁にセグメントSを組付けるエレク
タ装置8と、排泥設備9と、地中接合の際にシールド掘
進機1Bの前端部に遊嵌状に内嵌される筒体10とを備
えている。
First, the penetrating-side shield machine 1A will be described. However, the excavation direction will be referred to as the front, and the front, rear, left and right will be referred to as front, rear, left and right. As shown in FIG. 1, the shield machine 1 </ b> A is connected to a cutter disk 2, a chamber 3, a front body 4, a cutter rotation drive mechanism 5 that rotationally drives the cutter disk 2, and a rear end of the front body 4. After the trunk 6, a plurality of shield jacks 7 for generating excavation thrust, an erector device 8 for assembling the segment S to the tunnel pit wall, a mud discharging facility 9, and a front end of the shield excavator 1B for underground joining And a cylindrical body 10 that is loosely fitted inside the portion.

【0025】カッターディスク2について説明すると、
カッターディスク2は、センターフレーム11と、セン
ターフレーム11から径方向に延びる例えば4本の伸縮
可能なカッタースポーク12と、リングフレーム13,
14と、前胴4と同径の環状の外周リング15と、カッ
タースポーク12に取付けられた多数のカッタービット
等を有する。
The cutter disk 2 will be described.
The cutter disk 2 includes a center frame 11, for example, four extendable cutter spokes 12 extending radially from the center frame 11, a ring frame 13,
14, an annular outer peripheral ring 15 having the same diameter as the front body 4, and a number of cutter bits attached to the cutter spokes 12.

【0026】各カッタースポーク12は、リングフレー
ム13から外周部付近まで延びる固定カッタースポーク
12aと、油圧シリンダ16と、カッタースポーク12
の先端部をなす可動カッタースポーク12bであって油
圧シリンダ16により縮径方向に移動駆動される可動カ
ッタースポーク12bとを備え、地中接合の際には、筒
体10の通過隙間を形成する為に油圧シリンダ16によ
り可動カッタースポーク12bが径方向へ縮径される。
Each of the cutter spokes 12 includes a fixed cutter spoke 12 a extending from the ring frame 13 to the vicinity of the outer periphery, a hydraulic cylinder 16, and a cutter spoke 12.
And a movable cutter spoke 12b which is driven by a hydraulic cylinder 16 in a radially-reducing direction to form a passage gap for the cylindrical body 10 at the time of underground joining. Then, the movable cutter spoke 12b is radially reduced in diameter by the hydraulic cylinder 16.

【0027】4本のカッタースポーク12のうちの何れ
か1本の油圧シリンダ16のシリンダ本体にはコピーカ
ッター17が設けられ、コピーカッター17は油圧シリ
ンダ18とカッター19を含み、油圧シリンダ18のピ
ストンロッドが油圧シリンダ16のシリンダ本体にピン
連結されている。油圧シリンダ18のシリンダ本体には
径方向向きにカッター19が固着され、油圧シリンダ1
8を伸長させるとカッター19が外周リング15の外周
側に進出する。
A copy cutter 17 is provided on the cylinder body of any one of the four cutter spokes 12 of the hydraulic cylinder 16. The copy cutter 17 includes a hydraulic cylinder 18 and a cutter 19, and a piston of the hydraulic cylinder 18 is provided. The rod is pin-connected to the cylinder body of the hydraulic cylinder 16. A cutter 19 is fixed to the cylinder body of the hydraulic cylinder 18 in a radial direction.
When the extension 8 is extended, the cutter 19 advances to the outer peripheral side of the outer peripheral ring 15.

【0028】図1に示すように、カッターディスク2の
後側には、チャンバー3を隔てて前胴4に一体的に固定
された隔壁構造20が設けられ、隔壁構造20は、横向
き状の円筒体20aと、円筒体20aの前端を封鎖する
中央壁部20bと、円筒体20aの後端の周縁部から径
方向の外方へ向けて前胴4の内側に一体的に溶接接合さ
れた円筒部材21まで延びる開口壁部20cとで構成さ
れている。この開口壁部20cの前面と円筒部材21と
に亙って断面L形の環状フレーム22が接合され、環状
フレーム22と円筒体20aとの間には環状凹部が形成
されている。
As shown in FIG. 1, on the rear side of the cutter disk 2, there is provided a partition wall structure 20 which is integrally fixed to the front body 4 with a chamber 3 interposed therebetween. Body 20a, a central wall portion 20b for closing the front end of the cylindrical body 20a, and a cylinder integrally welded and joined to the inside of the front body 4 radially outward from the peripheral edge of the rear end of the cylindrical body 20a. And an opening wall 20c extending to the member 21. An annular frame 22 having an L-shaped cross section is joined over the front surface of the opening wall 20c and the cylindrical member 21, and an annular concave portion is formed between the annular frame 22 and the cylindrical body 20a.

【0029】カッターディスク2には、連結部材23を
介して環状のカッタードラム24が連結され、カッター
ドラム24は前記環状凹部に複数の軸受と土砂シールを
介して回動自在に支持されている。中央壁部20bの中
央部には、ロータリジョイント25が設けられ、カッタ
ーディスク2から後方へ延びるセンター部材26が設け
られ、これらロータリジョイント25とセンター部材2
6には、複数の油路や加泥剤の為の通路等が設けられて
いる。複数の油路、通路は順次ロータリジョイント2
5、センター部材26、カッタースポーク12を通って
夫々油圧シリンダ16,18、加泥剤供給孔まで導設さ
れている。尚、符号27は、作業者の体を減圧に対して
順応させる為のマンロックを示す。
An annular cutter drum 24 is connected to the cutter disk 2 via a connecting member 23, and the cutter drum 24 is rotatably supported by the annular recess through a plurality of bearings and earth and sand seals. A rotary joint 25 is provided at a central portion of the central wall portion 20b, and a center member 26 extending rearward from the cutter disc 2 is provided.
6 is provided with a plurality of oil passages, passages for a muddy agent, and the like. A plurality of oil passages and passages are sequentially connected to the rotary joint 2.
5, through the center member 26 and the cutter spokes 12 to the hydraulic cylinders 16 and 18 and the humidifier supply hole, respectively. Reference numeral 27 denotes a man lock for adapting the worker's body to the reduced pressure.

【0030】次に、カッター回転駆動機構5について説
明する。図1に示すように、カッター回転駆動機構5
は、カッタードラム24の後端側と開口壁部20cの間
に設けられたリングギヤ28と、このリングギヤ28を
回転駆動する複数の油圧式または電動式のカッター駆動
モータ29とを備え、リングギヤ28はカッタードラム
24に固定され、旋回軸受を介して開口壁部20cに支
承されている。各カッター駆動モータ29のモータ軸に
はピニオンギヤが固着され、このピニオンギヤがリング
ギヤ28の歯部に噛合している。
Next, the cutter rotation driving mechanism 5 will be described. As shown in FIG. 1, the cutter rotation drive mechanism 5
Includes a ring gear 28 provided between the rear end side of the cutter drum 24 and the opening wall 20c, and a plurality of hydraulic or electric cutter drive motors 29 for driving the ring gear 28 to rotate. It is fixed to the cutter drum 24 and is supported on the opening wall 20c via a swivel bearing. A pinion gear is fixed to the motor shaft of each cutter drive motor 29, and this pinion gear meshes with the teeth of the ring gear 28.

【0031】次に、シールドジャッキ7について説明す
る。前胴4の後端部の内側にはリングウェブ30が溶接
接合され、リングウェブ30には、トンネル掘進時に掘
進推力を発生させる複数のシールドジャッキ7が前後方
向向きに且つロッドを後方向きにして固定されている。
符号31は偏心金具を示し、符号32はスプレッダーを
示す。トンネルの掘進の際には、トンネルの内面に覆工
されたセグメントSの前端に複数のスプレッダー32で
反力をとり掘進推力を発生させる。
Next, the shield jack 7 will be described. A ring web 30 is welded to the inside of the rear end of the front trunk 4, and a plurality of shield jacks 7 that generate excavation thrust during tunnel excavation are directed to the ring web 30 in a front-rear direction and a rod direction rearward. Fixed.
Reference numeral 31 denotes an eccentric fitting, and reference numeral 32 denotes a spreader. At the time of tunnel excavation, a plurality of spreaders 32 take a reaction force at the front end of the segment S lining the inside of the tunnel to generate excavation thrust.

【0032】エレクタ装置8について説明すると、エレ
クタ装置8は、複数の遊転ローラに回動自在に支持され
た可動フレーム33と、可動フレーム33に取付けられ
たエレクタ本体34と、可動フレーム33を回転駆動す
る電動式又は油圧式の駆動モータ35等を有する。
The erector device 8 will be described. The erector device 8 includes a movable frame 33 rotatably supported by a plurality of idler rollers, an erector body 34 attached to the movable frame 33, and a rotating frame 33. It has an electric or hydraulic drive motor 35 for driving.

【0033】次に、排泥設備9について説明する。排泥
設備9は、チャンバー3内に泥水を送る送水管36と、
チャンバー3内の掘削された土砂を外部に排出する排泥
管37と、チャンバー3内の土砂と泥水を攪拌するアジ
テータ38等を備えている。尚、送水管36と排泥管3
7には夫々バルブが介装されている。後方の立坑から延
びる送水系から送水管36を介してチャンバー3内に泥
水が供給され、チャンバー3の土砂と泥水はアジテータ
38で攪拌されてより密度の高い泥水となり、その泥水
は排泥管37とこの排泥管37から後方へ延びる排泥系
により後方の立坑から外部へ排出される。
Next, the sludge discharging equipment 9 will be described. The drainage equipment 9 includes a water supply pipe 36 that sends muddy water into the chamber 3,
A mud pipe 37 for discharging the excavated earth and sand in the chamber 3 to the outside, an agitator 38 for stirring the earth and sand in the chamber 3 and muddy water are provided. The water pipe 36 and the drain pipe 3
Each of the valves 7 is provided with a valve. Muddy water is supplied into the chamber 3 from a water supply system extending from a rear shaft via a water supply pipe 36, and the earth and sand in the chamber 3 are stirred by an agitator 38 to become more dense muddy water. Then, the waste water is discharged to the outside from the rear shaft by the sludge system extending rearward from the sludge pipe 37.

【0034】後胴6の内部には後部作業デッキ39が設
けられ、後部作業デッキ39には、セグメントSを真円
に保つための真円保持装置40が設けられている。符号
41はテールグラウトシールを示す。
A rear work deck 39 is provided inside the rear trunk 6, and the rear work deck 39 is provided with a perfect circle holding device 40 for keeping the segment S in a perfect circle. Reference numeral 41 denotes a tail grout seal.

【0035】次に、筒体10とその押出し機構について
説明する。図1、図6〜図10に示すように、前胴4の
前半部の内側近傍に、前胴4と円筒部材21と環状封鎖
板42とで前端開放状の筒状の筒体収容部43が形成さ
れ、この筒体収容部43に筒体10が前胴4と同心状に
配設され、筒体10は筒体収容部43内を軸方向前方へ
移動可能に設けられている。円筒部材21の前端内面の
シール付きのリング部材44と、前胴4の前端近傍部の
内面のシール付きのリング部材45とで筒体10の内外
両面がシールされ、筒体収容部43へ土砂が流入しない
ようになっている。
Next, the cylinder 10 and its pushing mechanism will be described. As shown in FIG. 1 and FIGS. 6 to 10, the front body 4, the cylindrical member 21, and the annular sealing plate 42 have a front-end-opened cylindrical housing 43 near the inside of the front half of the front body 4. The cylindrical body 10 is disposed concentrically with the front body 4 in the cylindrical body housing portion 43, and the cylindrical body 10 is provided so as to be able to move axially forward in the cylindrical body housing portion 43. Both the inner and outer surfaces of the cylindrical body 10 are sealed by the sealed ring member 44 on the inner surface of the front end of the cylindrical member 21 and the sealed ring member 45 on the inner surface near the front end of the front body 4. Does not flow in.

【0036】前胴4の後部の内周近傍位置には、筒体1
0を受入側シールド掘進機1Bの前胴52に遊嵌状に内
嵌する複数の押出しジャッキ46が設けられている。そ
れら押出しジャッキ46により筒体10を押し出す場合
には、筒体10の後端に、各押出しジャッキ46に夫々
対向するように押しロッド46a(図8〜図10参照)
を順次螺合にて継ぎ足しながら複数の押出しジャッキ4
6により筒体10を押出し駆動する。
At a position near the inner periphery of the rear part of the front body 4,
A plurality of push-out jacks 46 are provided for loosely fitting the front end 52 of the receiving side shield excavator 1B into the front trunk 52 of the receiving side shield excavator 1B. When the cylindrical body 10 is extruded by the pushing jacks 46, push rods 46a are provided at the rear end of the cylindrical body 10 so as to face the respective pushing jacks 46 (see FIGS. 8 to 10).
While pushing up the screws sequentially, several extrusion jacks 4
The cylinder 6 is driven to extrude by 6.

【0037】次に、受入側シールド掘進機に1Bについ
て説明する。但し、その掘進方向を前方とし、その前後
左右を前後左右として説明する。尚、貫入側シールド掘
進機1Aと同じ部材の説明は適宜省略して説明する。図
2に示すように、シールド掘進機1Bは、カッターディ
スク50と、チャンバー51と、前胴52(胴部材に相
当する)と、カッター回転駆動機構53と、前胴52の
後端部に中折れ部54及び複数の中折れジャッキ55を
介して連結された後胴56と、複数のシールドジャッキ
57と、エレクタ装置58と、排泥設備59と、地中接
合の際に地山の土水圧が流入しないようにシールする止
水装置60等を備えている。
Next, the receiving shield machine 1B will be described. However, the excavation direction will be referred to as the front, and the front, rear, left and right will be referred to as front, rear, left and right. The description of the same members as in the penetrating-side shield machine 1A will be omitted as appropriate. As shown in FIG. 2, the shield machine 1 </ b> B includes a cutter disk 50, a chamber 51, a front trunk 52 (corresponding to a trunk member), a cutter rotation drive mechanism 53, and a middle end at the rear end of the front trunk 52. The rear trunk 56, the plurality of shield jacks 57, the erector device 58, the sludge exhaust system 59, and the soil pressure of the ground at the time of underground joining are connected via the bent portion 54 and the plurality of middle folding jacks 55. A water stop device 60 and the like for sealing so as not to flow in are provided.

【0038】図2、図6〜図10に示すように、カッタ
ーディスク50は、センターフレーム61と、例えば4
本の伸縮可能なカッタースポーク62と、リングフレー
ム63,64と、環状の外周リング65と、多数のカッ
タービット等を有し、各カッタースポーク62は、固定
カッタースポーク62aと、油圧シリンダ66と、油圧
シリンダ66により縮径方向に移動駆動される可動カッ
タースポーク62bとを備え、地中接合の際には、油圧
シリンダ66により可動カッタースポーク62bが径方
向へ縮径される。
As shown in FIGS. 2, 6 to 10, the cutter disk 50 is provided with
The telescopic cutter spokes 62, ring frames 63 and 64, an annular outer ring 65, a large number of cutter bits and the like, each cutter spoke 62 includes a fixed cutter spoke 62 a, a hydraulic cylinder 66, A movable cutter spoke 62b driven by a hydraulic cylinder 66 in a radially reducing direction, and the hydraulic cylinder 66 reduces the diameter of the movable cutter spoke 62b in the radial direction during underground joining.

【0039】4本のカッタースポーク62のうちの何れ
か1本の油圧シリンダ66のシリンダ本体にはコピーカ
ッター67が設けられ、コピーカッター67は油圧シリ
ンダ68とカッター69を含み、油圧シリンダ68のピ
ストンロッドが油圧シリンダ66のシリンダ本体にピン
連結されている。油圧シリンダ68のシリンダ本体には
径方向向きにカッター69が固着され、油圧シリンダ6
8を伸長させるとカッター69が外周リング65の外周
側に進出する。
A copy cutter 67 is provided on the cylinder body of any one of the four cutter spokes 62 of the hydraulic cylinder 66. The copy cutter 67 includes a hydraulic cylinder 68 and a cutter 69. The rod is pin-connected to the cylinder body of the hydraulic cylinder 66. A cutter 69 is fixed to the cylinder body of the hydraulic cylinder 68 in the radial direction.
When the extension 8 is extended, the cutter 69 advances to the outer peripheral side of the outer peripheral ring 65.

【0040】カッターディスク50の後側には、チャン
バー51を隔てて前胴52に固定された隔壁構造70が
設けられ、隔壁構造70は、横向き状の円筒体70aと
中央壁部70bと開口壁部70cとで構成されている。
開口壁部70cの前面と前胴52とに亙って断面L形の
環状フレーム71が接合され、環状フレーム71と円筒
体70aとの間には環状凹部が形成されている。
On the rear side of the cutter disk 50, there is provided a partition structure 70 fixed to the front body 52 with the chamber 51 therebetween. The partition structure 70 is composed of a horizontal cylinder 70a, a central wall 70b, and an opening wall. And a unit 70c.
An annular frame 71 having an L-shaped cross section is joined over the front surface of the opening wall 70c and the front trunk 52, and an annular recess is formed between the annular frame 71 and the cylindrical body 70a.

【0041】カッターディスク50には、連結部材72
を介して環状のカッタードラム73が連結され、カッタ
ードラム73は前記環状凹部に複数の軸受と土砂シール
を介して回動自在に支持されている。符号74はロータ
リジョイントを示し、符号75はセンター部材を示す。
符号76は、作業者の体を減圧に対して順応させる為の
マンロックを示す。
The cutter disk 50 includes a connecting member 72.
The cutter drum 73 is rotatably supported by the annular concave portion via a plurality of bearings and earth and sand seals. Reference numeral 74 indicates a rotary joint, and reference numeral 75 indicates a center member.
Reference numeral 76 denotes a man lock for adapting the worker's body to the reduced pressure.

【0042】図2に示すように、カッター回転駆動機構
53は、リングギヤ77とカッター駆動モータ78とを
備え、各カッター駆動モータ78のモータ軸にはピニオ
ンギヤが固着され、このピニオンギヤがリングギヤ77
の歯部に噛合している。後胴56の前端部の内側にはリ
ングウェブ79が溶接接合され、リングウェブ79には
複数のシールドジャッキ57が固定されている。符号8
0は偏心金具を示し、符号81はスプレッダーを示す。
エレクタ装置58は、複数の遊転ローラに回動自在に支
持された可動フレーム82と、エレクタ本体83と、駆
動モータ84等を有する。
As shown in FIG. 2, the cutter rotation drive mechanism 53 includes a ring gear 77 and a cutter drive motor 78. A pinion gear is fixed to the motor shaft of each cutter drive motor 78, and the pinion gear is connected to the ring gear 77.
Meshed with the teeth. A ring web 79 is welded to the inside of the front end of the rear trunk 56, and a plurality of shield jacks 57 are fixed to the ring web 79. Code 8
0 indicates an eccentric fitting, and 81 indicates a spreader.
The erector device 58 includes a movable frame 82 rotatably supported by a plurality of idler rollers, an erector body 83, a drive motor 84, and the like.

【0043】排泥設備59は、送水管85と排泥管86
とアジテータ87等を備え、送水管85と排泥管86に
は夫々バルブが介装されている。後胴56の内部には後
部作業デッキ88が設けられ、後部作業デッキ88には
真円保持装置89が設けられている。符号90はテール
グラウトシールを示す。
The sludge discharging equipment 59 includes a water pipe 85 and a sludge pipe 86.
, An agitator 87 and the like, and valves are interposed in the water supply pipe 85 and the drainage pipe 86, respectively. A rear work deck 88 is provided inside the rear trunk 56, and the rear work deck 88 is provided with a perfect circle holding device 89. Reference numeral 90 indicates a tail grout seal.

【0044】次に、地中接合の際、受入側シールド掘進
機1Bの前胴52と、貫入側シールド掘進機1Aの筒体
10の間の環状隙間をシールする止水装置60について
説明する。図2〜図5に示すように、前胴52の前端部
の内面には止水装置60が設けられ、この止水装置60
は、前胴52の内周面部に凹設された環状凹部91と、
環状弾性膜部材92と、環状シール部材93と、加圧水
注入管95aを含む加圧水注入機構と、カバー部材94
とを備えている。
Next, the water stopping device 60 for sealing the annular gap between the front trunk 52 of the receiving shield excavator 1B and the cylindrical body 10 of the penetrating shield excavator 1A at the time of underground joining will be described. As shown in FIGS. 2 to 5, a water stop device 60 is provided on the inner surface of the front end of the front trunk 52.
An annular concave portion 91 recessed in the inner peripheral surface portion of the front trunk 52,
An annular elastic membrane member 92, an annular seal member 93, a pressurized water injection mechanism including a pressurized water injection pipe 95a, and a cover member 94.
And

【0045】図2、図3に示すように、環状凹部91に
は、可撓性の環状弾性膜部材92が配設され、その外周
側には流体収容室95が形成されている。この環状弾性
膜部材92の前端部は周方向適当間隔置きに配設された
複数本のボルトと環状の止め金具96により前胴52に
固定され、環状弾性膜部材92の後端部は周方向適当間
隔置きに配設された複数本のボルトと環状の止め金具9
7により前胴52に固定されている。
As shown in FIGS. 2 and 3, a flexible annular elastic film member 92 is provided in the annular concave portion 91, and a fluid accommodating chamber 95 is formed on the outer peripheral side thereof. The front end of the annular elastic membrane member 92 is fixed to the front body 52 by a plurality of bolts and annular stoppers 96 arranged at appropriate intervals in the circumferential direction, and the rear end of the annular elastic membrane member 92 is arranged in the circumferential direction. A plurality of bolts and annular stoppers 9 arranged at appropriate intervals
7 is fixed to the front trunk 52.

【0046】環状弾性膜部材92の内周面近傍には環状
シール部材93が設けられ、環状シール部材93の後端
部が複数本のボルトと環状の止め金具97により前胴5
2に固定されている。環状シール部材93は、周方向に
所定小幅の多数の薄手の弾性変形可能な弾性板であって
周方向に部分的にラップさせつつ配列した多数の弾性板
を弾力性に優れる合成ゴム材又は合成樹脂材で包み込ん
だ構造のものである。
An annular seal member 93 is provided in the vicinity of the inner peripheral surface of the annular elastic membrane member 92, and the rear end of the annular seal member 93 is secured by a plurality of bolts and an annular stopper 97 to the front body 5.
It is fixed to 2. The annular seal member 93 is composed of a large number of thin elastically deformable elastic plates having a predetermined small width in the circumferential direction, and a large number of elastic plates arranged while partially wrapping in the circumferential direction while being partially wrapped. It has a structure wrapped in a resin material.

【0047】カバー部材94について説明すると、図3
〜図5に示すように、カバー部材94は、流体収容室9
5に加圧流体としての加圧水を収容しない状態において
環状シール部材93の内周面を覆って環状シール部材9
3を保護するものであり、流体収容室95に加圧水を供
給した状態において環状弾性膜部材92の弾性変形によ
り内周側へ押圧付勢されて弾性変形する。
Referring to the cover member 94, FIG.
As shown in FIG. 5, the cover member 94 is
In a state where pressurized water as a pressurized fluid is not contained in the annular seal member 93, the annular seal member 9 covers the inner peripheral surface of the annular seal member 93.
In the state where the pressurized water is supplied to the fluid accommodating chamber 95, the annular elastic membrane member 92 is elastically deformed by being urged inward by the elastic deformation of the annular elastic membrane member 92.

【0048】図4に示すように、このカバー部材94は
第1カバー98と第2カバー99とを備え、第1カバー
98は、第1環状バネ板部材98aと短冊状の複数の第
1バネ板部材98bとを有し、第2カバー99は、第2
環状バネ板部材99aと短冊状の複数の第2バネ板部材
99bとを有する。即ち、環状シール部材93の後端部
の内周面には、リング状の第1環状バネ板部材98aが
複数本のボルトと環状の止め金具97で固定され、環状
シール部材93の内周面の大部分を覆うように周方向に
並べて配設された短冊状の複数の第1バネ板部材98b
の後端部側の端部が、第1環状バネ板部材98aの前端
部側の端部に連なっている。尚、第1環状バネ板部材9
8aは組立の都合上周方向に複数分割されていてもよ
い。
As shown in FIG. 4, the cover member 94 includes a first cover 98 and a second cover 99. The first cover 98 is formed by a first annular spring plate member 98a and a plurality of strip-shaped first springs. Plate member 98b, and the second cover 99
It has an annular spring plate member 99a and a plurality of strip-shaped second spring plate members 99b. That is, a ring-shaped first annular spring plate member 98 a is fixed to the inner peripheral surface of the rear end portion of the annular seal member 93 with a plurality of bolts and an annular stopper 97, and the inner peripheral surface of the annular seal member 93. A plurality of strip-shaped first spring plate members 98b arranged in the circumferential direction so as to cover most of
The end on the rear end side is connected to the end on the front end side of the first annular spring plate member 98a. The first annular spring plate member 9
8a may be divided into a plurality in the circumferential direction for convenience of assembly.

【0049】環状弾性膜部材92の前端部の内周面に
は、リング状の第2環状バネ板部材99aが複数本のボ
ルトと環状の止め金具96で固定され、環状弾性膜部材
92の前端側部分の内周面と環状シール部材93の内周
面の一部を覆うように周方向に並べて配設された短冊状
の複数の第2バネ板部材99bの前端部側の端部が、第
2環状バネ板部材99aの後端部側の端部に連なってい
る。尚、第2環状バネ板部材99aは組立の都合上周方
向に複数分割されていてもよい。
A ring-shaped second annular spring plate member 99a is fixed to the inner peripheral surface at the front end of the annular elastic membrane member 92 with a plurality of bolts and an annular stopper 96. Front end portions of a plurality of strip-shaped second spring plate members 99b arranged side by side in the circumferential direction so as to cover the inner peripheral surface of the side portion and a part of the inner peripheral surface of the annular seal member 93, The second annular spring plate member 99a is connected to the end on the rear end side. The second annular spring plate member 99a may be divided into a plurality in the circumferential direction for convenience of assembly.

【0050】複数の第1バネ板部材98bの自由端部分
のうち前端から約1/3長さまでの部分は、複数の第2
バネ板部材99bの自由端部分のうち後端から約1/2
長さまでの部分の内周側にラップした状態に配設されて
いる。各第1,第2バネ板部材98b,99bは、例え
ば厚さ約0.3mmのステンレス鋼板製で、図5に示す
ように、特に、各第2バネ板部材99bは、環状シール
部材93の前端部の損傷や磨耗を防止するため、夫々ゴ
ム膜100で包み込んだ構造になっている。
Of the free end portions of the plurality of first spring plate members 98b, a portion extending from the front end to about 1/3 of the length is a plurality of second spring plate members 98b.
About half of the free end of the spring plate member 99b from the rear end
It is disposed in a state of being wrapped on the inner peripheral side of the portion up to the length. Each of the first and second spring plate members 98b and 99b is made of, for example, a stainless steel plate having a thickness of about 0.3 mm. As shown in FIG. In order to prevent the front end from being damaged or worn, the structure is such that each is wrapped with a rubber film 100.

【0051】次に、以上説明した地中接合型シールド掘
進機1A,1Bおよび止水装置60の作用について説明
する。図6に示すように、両シールド掘進機1A,1B
を相接近方向へ掘進させて両者の前端部同士を地中接合
する際、シールド掘進機1A,1Bをそれらの軸心がほ
ぼ一致するように且つ両シールド掘進機1A,1Bの位
置関係を公知の水平ボーリング101を用いて確認しつ
つ図6に示す接合位置に到達した時点でシールド掘進機
1Aを停止させるとともに、シールド掘進機1Bを停止
させる。尚、トンネル掘進中には、両シールド掘進機1
A,1Bの可動カッタースポーク12b,62bは拡径
位置にある。
Next, the operation of the underground joint type shield excavators 1A and 1B and the water stop device 60 described above will be described. As shown in FIG. 6, both shield excavators 1A and 1B
When the excavators are excavated in the phase approaching direction and the front ends of the two are joined underground, the positional relationship between the shield excavators 1A and 1B is known so that their axes are substantially coincident with each other. While checking using the horizontal boring 101, the shield excavator 1A is stopped and the shield excavator 1B is stopped when reaching the joining position shown in FIG. During tunnel excavation, both shield excavators 1
The movable cutter spokes 12b and 62b of A and 1B are in the diameter expanding position.

【0052】次に、図7に示すように、シールド掘進機
1A,1Bのチャンバー3,51内の石塊や土塊等を洗
浄除去し、各チャンバー3,51内に泥水を収容する。
次に、図8に示すように、両シールド掘進機1A,1B
のカッターディスク2,50の可動カッタースポーク1
2b,62bを縮径させて筒体10の通過隙間を形成す
る。その後、筒体10の後方において、複数の押出しジ
ャッキ46に夫々対向するように押しロッド46aを順
次螺合にて継ぎ足しながら複数の押出しジャッキ46に
より筒体10を押出し駆動する。
Next, as shown in FIG. 7, stone blocks, earth blocks and the like in the chambers 3 and 51 of the shield machines 1A and 1B are washed and removed, and muddy water is stored in each of the chambers 3 and 51.
Next, as shown in FIG. 8, both shield machine 1A, 1B
Movable cutter spoke 1 of cutter disk 2, 50
The passage gap of the cylindrical body 10 is formed by reducing the diameter of 2b and 62b. Thereafter, at the rear of the cylindrical body 10, the cylindrical body 10 is extruded and driven by the plural push-out jacks 46 while successively screwing together the push rods 46 a so as to face the plural push-out jacks 46 respectively.

【0053】次に、図3、図8に示すように、加圧水
を、加圧水供給源から流体収容室95に供給すると、加
圧水の水圧により環状弾性膜部材92が弾性変形して内
側に膨張し、環状シール部材93が内側に押圧されてテ
ーパー状に傾動し、筒体10の外側から筒体10の外周
面に圧接され、筒体10の外面側がシールされる。この
とき、カバー部材94は、環状弾性膜部材92の弾性変
形により内周側へ押圧され、各第1バネ板部材98bは
環状シール部材93と一体的に傾動し、各第2バネ板部
材99bは環状弾性膜部材92と一体的に傾動する。
Next, as shown in FIGS. 3 and 8, when pressurized water is supplied from the pressurized water supply source to the fluid storage chamber 95, the annular elastic membrane member 92 is elastically deformed by the pressure of the pressurized water and expands inward. The annular seal member 93 is pressed inward and tilts in a tapered shape, and is pressed against the outer peripheral surface of the cylindrical body 10 from the outside of the cylindrical body 10 to seal the outer surface side of the cylindrical body 10. At this time, the cover member 94 is pressed inward by the elastic deformation of the annular elastic film member 92, and each first spring plate member 98 b tilts integrally with the annular seal member 93, and each second spring plate member 99 b Tilts integrally with the annular elastic membrane member 92.

【0054】次に、図9に示すように、シールド掘進機
1Aの前胴4の内側に設けた裏込め剤注入管102から
裏込め剤(例えばモルタル等)を筒体10と地山間に注
入し、止水リング103を前胴52と筒体10とに溶接
接合して、前胴52と筒体10間を完全に水密に封鎖す
る。また、筒体10とシールド掘進機1Bのリング部材
44とを溶接接合し、両シールド掘進機1A,1Bの止
水性能を高める。地中接合後、図10に示すように、シ
ールド掘進機1Aの前胴4と後胴6と筒体10、シール
ド掘進機1Bの前胴52と後胴56と止水装置60等は
地中に取残され、その他の内部構造材や付属機器類は撤
去される。
Next, as shown in FIG. 9, a backfill agent (for example, mortar) is injected between the cylinder 10 and the ground from a backfill agent injection pipe 102 provided inside the front body 4 of the shield machine 1A. Then, the water stop ring 103 is welded and joined to the front body 52 and the cylinder 10 to completely close the space between the front body 52 and the cylinder 10 in a watertight manner. In addition, the tubular body 10 and the ring member 44 of the shield machine 1B are welded and joined to enhance the water stopping performance of both shield machines 1A and 1B. After the underground joining, as shown in FIG. 10, the front trunk 4, the rear trunk 6, and the cylindrical body 10 of the shield machine 1A, the front trunk 52, the rear trunk 56, and the water stopping device 60 of the shield machine 1B are underground. And other internal structural materials and accessories are removed.

【0055】図3〜図5に示すように、止水装置60の
流体収容室95に加圧水を収容しない状態つまりトンネ
ル掘進時においては、複数の第1バネ板部材98bと複
数の第2バネ板部材99bとで協働して環状シール部材
93及び環状弾性膜部材92の内周のほぼ全域を覆うこ
とができ、環状シール部材93を土砂に触れないように
保護する。特に、複数の第1バネ板部材98bの自由端
部分は、複数の第2バネ板部材99bの自由端部分の内
周側にラップした状態に配設されているので、環状シー
ル部材93の内周面に水や土砂が侵入しにくくなり、止
水性能をより高めることができる。各第2バネ板部材9
9bは夫々ゴム膜100で包み込んだ構造になっている
ので、止水装置60の作動時、環状シール部材93の前
端部はゴム膜100に摺接して損傷や磨耗を防止するこ
とができる。
As shown in FIGS. 3 to 5, in a state where the pressurized water is not stored in the fluid storage chamber 95 of the water stopping device 60, that is, during tunnel excavation, the plurality of first spring plate members 98b and the plurality of second spring plates In cooperation with the member 99b, it is possible to cover substantially the entire inner periphery of the annular seal member 93 and the annular elastic membrane member 92, and protects the annular seal member 93 from contact with earth and sand. In particular, the free end portions of the plurality of first spring plate members 98b are disposed so as to wrap around the inner peripheral side of the free end portions of the plurality of second spring plate members 99b. Water and earth and sand are less likely to penetrate the peripheral surface, and the water stopping performance can be further improved. Each second spring plate member 9
9b are each wrapped with the rubber film 100, so that the front end of the annular seal member 93 slides against the rubber film 100 when the water stopping device 60 is operated, so that damage and abrasion can be prevented.

【0056】次に、別の実施形態に係る地中接合型シー
ルド掘進機とその止水装置60Aについて図面を参照し
て説明する。止水装置60Aは、前記実施形態の止水装
置60と基本的に環状シール部材の自由端部分を圧接さ
せる向きが違うだけなので適宜説明を省略し、地中接合
型シールド掘進機についても簡単に説明する。地中接合
型シールド掘進機は、図11〜図16に示すように、貫
入側シールド掘進機110Aと受入側シールド掘進機1
10Bを備え、シールド掘進機110Bの胴部材の外径
は、シールド掘進機110Aの胴部材の外径よりも小径
になっており、シールド掘進機110Bは止水装置60
Aを備えている。
Next, an underground junction type shield excavator according to another embodiment and a water stop device 60A thereof will be described with reference to the drawings. The water stopping device 60A is basically different from the water stopping device 60 of the above-described embodiment only in the direction in which the free end portion of the annular seal member is pressed and contacted, so that the description is appropriately omitted, and the underground joint type shield excavator can be simply described. explain. As shown in FIGS. 11 to 16, the underground joint type shield excavator includes a penetrating shield excavator 110 </ b> A and a receiving shield excavator 1.
10B, the outer diameter of the body member of the shield machine 110B is smaller than the outer diameter of the body member of the shield machine 110A, and the shield machine 110B
A is provided.

【0057】次に、地中接合の際、シールド掘進機11
0Bの前胴114と、シールド掘進機110Aの筒体1
17の間の環状隙間をシールする止水装置60Aについ
て説明する。図11に示すように、止水装置60Aは、
シールド掘進機110Bの前胴153の外周面部に凹設
された環状凹部191と、環状弾性膜部材192と、環
状シール部材193と、加圧水注入管155を含む加圧
水注入機構と、カバー部材194とを備えている。
Next, at the time of underground joining, the shield machine 11
0B front body 114 and the cylindrical body 1 of the shield machine 110A
A water stop device 60A that seals the annular gap between the two will be described. As shown in FIG. 11, the water stop device 60A is
An annular concave portion 191, an annular elastic membrane member 192, an annular seal member 193, a pressurized water injection mechanism including a pressurized water injection pipe 155, and a cover member 194 are provided. Have.

【0058】環状凹部191には、可撓性の環状弾性膜
部材192が配設され、その内周側には流体収容室19
5が形成されている。この環状弾性膜部材192の前端
部は周方向適当間隔置きに配設された複数本のボルトと
環状の止め金具196により前胴153に固定され、環
状弾性膜部材192の後端部は周方向適当間隔置きに配
設された複数本のボルトと環状の止め金具197により
前胴153に固定されている。
The annular recess 191 is provided with a flexible annular elastic membrane member 192, and the fluid storage chamber 19
5 are formed. The front end of the annular elastic membrane member 192 is fixed to the front body 153 by a plurality of bolts and annular stoppers 196 arranged at appropriate intervals in the circumferential direction, and the rear end of the annular elastic membrane member 192 is arranged in the circumferential direction. It is fixed to the front body 153 by a plurality of bolts and annular stoppers 197 arranged at appropriate intervals.

【0059】環状弾性膜部材192の外周面近傍には環
状シール部材193が設けられ、環状シール部材193
の後端部が、複数本のボルトと環状の止め金具197で
固定されている。環状シール部材193は、周方向に所
定小幅の多数の薄手の弾性変形可能な弾性板であって周
方向に部分的にラップさせつつ配列した多数の弾性板を
弾力性に優れる合成ゴム材又は合成樹脂材で包み込んだ
構造のものである。
An annular seal member 193 is provided near the outer peripheral surface of the annular elastic membrane member 192, and the annular seal member 193 is provided.
Is fixed with a plurality of bolts and an annular stopper 197. The annular seal member 193 is composed of a large number of thin elastically deformable elastic plates having a predetermined small width in the circumferential direction, and a plurality of elastic plates arranged while being partially wrapped in the circumferential direction. It has a structure wrapped in a resin material.

【0060】カバー部材194について説明すると、図
11に示すように、カバー部材194は、流体収容室1
95に加圧流体としての加圧水を収容しない状態におい
て環状シール部材193の外周面を覆って環状シール部
材193を保護するものであり、流体収容室195に加
圧水を供給した状態において環状弾性膜部材192の弾
性変形により外周側へ押圧付勢されて弾性変形する。
The cover member 194 will be described. As shown in FIG.
95 protects the annular seal member 193 by covering the outer peripheral surface of the annular seal member 193 in a state where pressurized water as a pressurized fluid is not stored. When the pressurized water is supplied to the fluid storage chamber 195, the annular elastic membrane member 192 is provided. Is elastically deformed by being urged toward the outer peripheral side by the elastic deformation of.

【0061】このカバー部材194は第1カバー198
と第2カバー199とを備え、第1カバー198は、第
1環状バネ板部材と短冊状の複数の第1バネ板部材とを
有し、第2カバー199は、第2環状バネ板部材と短冊
状の複数の第2バネ板部材とを有する。即ち、環状シー
ル部材193の後端部の外周面には、リング状の第1環
状バネ板部材が複数本のボルトと環状の止め金具97で
固定され、環状シール部材193の外周面の大部分を覆
うように周方向に並べて配設された短冊状の複数の第1
バネ板部材の後端部側の端部が、この第1環状バネ板部
材の前端部側の端部に連なっている。尚、第1環状バネ
板部材は組立の都合上周方向に複数分割されていてもよ
い。
The cover member 194 is a first cover 198.
And a second cover 199. The first cover 198 includes a first annular spring plate member and a plurality of strip-shaped first spring plate members. The second cover 199 includes a second annular spring plate member. A plurality of strip-shaped second spring plate members. That is, on the outer peripheral surface of the rear end portion of the annular seal member 193, a ring-shaped first annular spring plate member is fixed with a plurality of bolts and an annular stopper 97, and most of the outer peripheral surface of the annular seal member 193 is provided. A plurality of strip-shaped first members arranged in the circumferential direction so as to cover
An end on the rear end side of the spring leaf member is connected to an end on the front end side of the first annular spring leaf member. Note that the first annular spring plate member may be divided into a plurality in the circumferential direction for convenience of assembly.

【0062】環状弾性膜部材192の前端部の外周面に
は、リング状の第2環状バネ板部材が複数本のボルトと
環状の止め金具196で固定され、環状弾性膜部材19
2の前端側部分の外周面と環状シール部材193の外周
面の一部を覆うように周方向に並べて配設された短冊状
の複数の第2バネ板部材の前端部側の端部が、第2環状
バネ板部材の後端部側の端部に連なっている。尚、第2
環状バネ板部材は組立の都合上周方向に複数分割されて
いてもよい。
A ring-shaped second annular spring plate member is fixed to the outer peripheral surface of the front end portion of the annular elastic membrane member 192 by a plurality of bolts and an annular stopper 196.
The front end side ends of a plurality of strip-shaped second spring plate members arranged side by side in the circumferential direction so as to cover the outer peripheral surface of the front end side portion of Part 2 and a part of the outer peripheral surface of the annular seal member 193 are: The second annular spring plate member is connected to the end on the rear end side. The second
The annular spring plate member may be divided into a plurality in the circumferential direction for convenience of assembly.

【0063】複数の第1バネ板部材の自由端部分のうち
前端から約1/3長さまでの部分は、複数の第2バネ板
部材の自由端部分のうち後端から約1/2長さまでの部
分の外周側にラップした状態に配設されている。各第
1,第2バネ板部材は、例えば厚さ約0.3mmのステ
ンレス鋼板製で、特に、各第2バネ板部材は、環状シー
ル部材193の前端部の損傷や磨耗を防止するため、夫
々ゴム膜で包み込んだ構造になっている。
The portion of the free end portions of the plurality of first spring plate members extending from the front end to about 1/3 length extends from the rear end of the free end portions of the plurality of second spring plate members to approximately 1/2 length. Is wrapped around the outer periphery of the portion. Each of the first and second spring plate members is made of, for example, a stainless steel plate having a thickness of about 0.3 mm. In particular, each of the second spring plate members prevents damage or wear of the front end of the annular seal member 193. Each has a structure wrapped in a rubber film.

【0064】両シールド掘進機110A,110Bを地
中接合する際には、図12に示すように、それらの軸心
がほぼ一致するように相接近方向へ前進させ、接合位置
に到達した時点で両シールド掘進機110A,110B
を停止させる。次に、シールド掘進機110Aの後胴1
11内の前端部と覆工済みのセグメントSとを反力受け
部材112により固定し、中折れ部113と前胴114
とを固定部材115により固定する。シールド掘進機1
10Bの後胴150内の前端部と覆工済みのセグメント
Sとを反力受け部材151により固定し、中折れ部15
2と前胴153とを固定部材154により固定する。
When the shield excavators 110A and 110B are joined underground, as shown in FIG. 12, the shield excavators 110A and 110B are advanced in the phase approaching direction so that their axes are substantially coincident with each other. Double shield machine 110A, 110B
To stop. Next, the rear trunk 1 of the shield machine 110A
11 and the uncovered segment S are fixed by a reaction force receiving member 112, and a center bent portion 113 and a front body 114 are fixed.
Are fixed by a fixing member 115. Shield machine 1
The front end portion in the rear trunk 150 of the rear body 10B and the reinforced segment S are fixed by the reaction force receiving member 151, and the center bent portion 15
2 and the front body 153 are fixed by the fixing member 154.

【0065】次に、図13に示すように、シールド掘進
機110Aのカッタースポーク116の可動カッタース
ポーク116aを縮径させて筒体117の通過隙間を形
成する。その後、図14に示すように、筒体117の後
方において、複数の押出しジャッキ118に夫々対向す
るように貫入ピン118aを順次螺合にて継ぎ足しなが
ら複数の押出しジャッキ118により筒体117を押出
し駆動し、シールド掘進機110Bの前胴153に遊嵌
状に外嵌する。
Next, as shown in FIG. 13, the movable cutter spoke 116a of the cutter spoke 116 of the shield machine 110A is reduced in diameter to form a passage gap for the cylinder 117. Thereafter, as shown in FIG. 14, at the rear of the cylindrical body 117, the cylindrical body 117 is extruded and driven by the plural push-out jacks 118 while the penetration pins 118 a are sequentially screwed together so as to face the plural push-out jacks 118, respectively. Then, it is fitted over the front trunk 153 of the shield machine 110B in a loose fitting manner.

【0066】次に、図15に示すように、加圧水を、加
圧水供給源から加圧水注入管155を経由して流体収容
室195に供給すると、加圧水の水圧により環状弾性膜
部材192が弾性変形して外側に膨張し、環状シール部
材193が外側に押圧されてテーパー状に傾動し、筒体
117の内側から筒体117の内周面に圧接され、筒体
117の内周面がシールされる。このとき、カバー部材
194は、環状弾性膜部材192の弾性変形により外周
側へ押圧され、各第1バネ板部材は環状シール部材19
3と一体的に傾動し、各第2バネ板部材は環状弾性膜部
材193と一体的に傾動する。
Next, as shown in FIG. 15, when pressurized water is supplied from the pressurized water supply source to the fluid storage chamber 195 via the pressurized water injection pipe 155, the annular elastic membrane member 192 is elastically deformed by the water pressure of the pressurized water. The ring-shaped sealing member 193 expands outward, is pressed outward, and tilts in a tapered shape. The ring-shaped sealing member 193 is pressed against the inner peripheral surface of the cylindrical body 117 from the inside of the cylindrical body 117, and the inner peripheral surface of the cylindrical body 117 is sealed. At this time, the cover member 194 is pressed to the outer peripheral side by the elastic deformation of the annular elastic film member 192, and each first spring plate member is
3, and each second spring plate member tilts integrally with the annular elastic membrane member 193.

【0067】次に、図16に示すように、両シールド掘
進機110A,110Bのカッターディスクを解体して
撤去した後、止水リング156をシールド掘進機110
Bの前胴153の前端と筒体117とに溶接接合して前
胴153と筒体117間を完全に水密に封鎖する。ま
た、筒体117とシールド掘進機110Aのリング部材
119とを溶接接合し、両シールド掘進機110A,1
10Bの止水性能を高める。地中接合後、前記実施形態
と同様に、シールド掘進機110Aの前胴114と後胴
111と筒体117、シールド掘進機110Bの前胴1
53と後胴150と止水装置60A等は地中に取残さ
れ、その他の内部構造材や付属機器類は撤去される。
Next, as shown in FIG. 16, after the cutter disks of the shield excavators 110A and 110B are disassembled and removed, the water stop ring 156 is attached to the shield excavator 110A.
B is welded to the front end of the front body 153 and the cylinder 117 to completely seal the space between the front body 153 and the cylinder 117 in a watertight manner. Further, the cylindrical body 117 and the ring member 119 of the shield machine 110A are welded to each other, and both shield machines 110A, 110A are connected.
Improves the water stopping performance of 10B. After underground bonding, the front trunk 114, the rear trunk 111, and the cylindrical body 117 of the shield machine 110A, and the front trunk 1 of the shield machine 110B, as in the above embodiment.
The 53, the rear body 150, the water stop device 60A and the like are left underground, and other internal structural materials and attached devices are removed.

【0068】止水装置60Aの流体収容室195に加圧
水を収容しない状態つまりトンネル掘進時においては、
複数の第1バネ板部材と複数の第2バネ板部材とで協働
して環状シール部材193及び環状弾性膜部材192の
外周のほぼ全域を覆うことができ、環状シール部材19
3を土砂に触れないように保護する。特に、複数の第1
バネ板部材の自由端部分は、複数の第2バネ板部材の自
由端部分の外周側にラップした状態に配設されているの
で、環状シール部材193の外周面に水や土砂が侵入し
にくくなり、止水性能をより高めることができる。その
他止水装置60と略同様の作用、効果を奏する。
In a state where the pressurized water is not stored in the fluid storage chamber 195 of the water stopping device 60A, that is, when the tunnel is excavated,
The plurality of first spring plate members and the plurality of second spring plate members cooperate to cover substantially the entire outer periphery of the annular seal member 193 and the annular elastic membrane member 192, and the annular seal member 19
Protect 3 from touching earth and sand. In particular, multiple first
Since the free end portions of the spring plate members are disposed so as to wrap around the free end portions of the plurality of second spring plate members, it is difficult for water and earth and sand to enter the outer peripheral surface of the annular seal member 193. And the water stopping performance can be further improved. Other operations and effects substantially similar to those of the water stop device 60 are achieved.

【0069】以上説明したシールド掘進機1Bの止水装
置60によれば、止水装置60の流体収容室95に加圧
水を収容しない状態では、常時カバー部材94が環状シ
ール部材93の内周面を覆い、環状シール部材93を土
砂に触れないように保護することが可能になる。それ
故、通常のシールド掘進中に環状シール部材93が土砂
と摩擦して損傷したり磨耗したりすることがなく、止水
機能を確実に確保することができる。
According to the water stop device 60 of the shield machine 1B described above, the cover member 94 always covers the inner peripheral surface of the annular seal member 93 when the pressurized water is not stored in the fluid storage chamber 95 of the water stop device 60. It becomes possible to cover and protect the annular seal member 93 from contact with earth and sand. Therefore, the annular sealing member 93 is not damaged or worn by friction with earth and sand during normal shield excavation, and the water stopping function can be reliably ensured.

【0070】カバー部材94は、環状弾性膜部材92の
弾性変形により内周側へ押圧付勢されて弾性変形し、環
状凹部91の内面側を開放するので、従来公報のよう
な、環状シール部材を保護する為の保護筒部材、この保
護筒部材を後退駆動する為の複数の油圧シリンダ、保護
筒部材と環状凹部との止水性能を高める為の土砂シール
等が不要となる。
The cover member 94 is elastically deformed by being urged inward by the elastic deformation of the annular elastic membrane member 92 to open the inner surface side of the annular concave portion 91. , A plurality of hydraulic cylinders for driving the protection cylinder member backward, and earth and sand seals for improving the water stopping performance between the protection cylinder member and the annular concave portion are not required.

【0071】流体収容室95に加圧水を供給すると、環
状弾性膜部材92の弾性変形により、複数の第1バネ板
部材98bの自由端部分は環状シール部材93と共に大
きく傾動し、複数の第2バネ板部材99bの自由端部分
は環状弾性膜部材92と共に各第1バネ板部材98bよ
りも小さく傾動することで、環状凹部91の内面側を開
放するので、油圧シリンダのようなアクチュエータを設
けることなく環状凹部91の内面側を確実に開放するこ
とができる。複数の第1バネ板部材、複数の第2バネ板
部材をボルト等で夫々胴部材へ取付けるのに比べて、取
付けが著しく簡単化する。
When pressurized water is supplied to the fluid accommodating chamber 95, the free end portions of the plurality of first spring plate members 98b are largely tilted together with the annular seal member 93 due to the elastic deformation of the annular elastic membrane member 92, and the plurality of second spring members are formed. The free end portion of the plate member 99b is tilted smaller than each of the first spring plate members 98b together with the annular elastic membrane member 92 to open the inner surface side of the annular concave portion 91, so that an actuator such as a hydraulic cylinder is not provided. The inner surface side of the annular concave portion 91 can be reliably opened. The mounting is significantly simplified as compared with the case where the plurality of first spring plate members and the plurality of second spring plate members are respectively mounted on the body member with bolts or the like.

【0072】次に、本実施形態を部分的に変更した変更
形態について説明する。 1)止水装置60、60Aは、地中接合型シールド掘進
機の止水装置以外にも適用可能である。 2)筒体10と止水リング102、筒体10とリング部
材44を夫々溶接接合しておいて、裏込め剤を筒体10
と地山間に注入してもよい。 3)複数の第1バネ板部材98bを夫々環状シール部材
93の内周面に直接固定してもよい。複数の第2バネ板
部材99bを夫々環状弾性膜部材92の内周面に直接固
定してもよい。 4)複数の第1バネ板部材98bを、第2バネ板部材9
9bと同様に夫々ゴム膜で包み込んだ構造にする場合も
ある。その他、本発明の趣旨を逸脱しない範囲で、前記
実施形態に種々の変更を付加した形態で実施することも
可能である。
Next, a modified embodiment in which this embodiment is partially modified will be described. 1) The water stop devices 60 and 60A can be applied to devices other than the water stop device of the underground junction type shield machine. 2) The cylinder 10 and the water blocking ring 102, and the cylinder 10 and the ring member 44 are respectively welded and joined, and the backfilling agent is
And may be injected into the ground. 3) The plurality of first spring plate members 98b may be directly fixed to the inner peripheral surface of the annular seal member 93, respectively. The plurality of second spring plate members 99b may be directly fixed to the inner peripheral surface of the annular elastic film member 92, respectively. 4) The plurality of first spring plate members 98b are
Similarly to the case of 9b, the structure may be wrapped with a rubber film. In addition, without departing from the spirit of the present invention, it is possible to implement the above-described embodiment with various modifications.

【0073】[0073]

【発明の効果】 請求項1のシールド掘進機の止水装置
によれば、止水装置の流体収容室に加圧流体を収容しな
い状態では、常時カバー部材が環状シール部材の内周面
を覆い、環状シール部材を土砂に触れないように保護す
ることが可能になる。それ故、通常のシールド掘進中に
環状シール部材が土砂と摩擦して損傷したり磨耗したり
することがなく、止水機能を確実に確保できる。
According to the first aspect of the present invention, when the pressurized fluid is not stored in the fluid storage chamber of the watertight device, the cover member always covers the inner peripheral surface of the annular seal member. In addition, the annular seal member can be protected from contact with earth and sand. Therefore, during normal shield excavation, the annular seal member does not rub against earth and sand and is not damaged or worn, so that the water stopping function can be reliably ensured.

【0074】例えば、受入側両シールド掘進機と貫入側
シールド掘進機を相接近する方向へ掘進させていき地中
接合する際には、筒体を受入側シールド掘進機の前端部
内へ部分的に貫入させ、次に止水装置の流体収容室に加
圧流体を供給して環状弾性膜部材を内周側へ弾性変形さ
せ、環状シール部材の他端部を筒体の外周面に圧接させ
てシールすることができる。
For example, when the receiving-side shield excavator and the penetrating-side shield excavator are excavated in the approaching direction and are joined underground, the cylinder is partially inserted into the front end of the receiving-side shield excavator. Then, pressurized fluid is supplied to the fluid storage chamber of the water stopping device to elastically deform the annular elastic membrane member toward the inner peripheral side, and the other end of the annular seal member is pressed against the outer peripheral surface of the cylindrical body. Can be sealed.

【0075】このとき、環状弾性膜部材の弾性変形によ
り、カバー部材の複数の第1バネ板部材の自由端部分は
環状シール部材と共に大きく傾動し、複数の第2バネ板
部材の自由端部分は環状弾性膜部材と共に各第1バネ板
部材よりも小さく傾動することで、環状凹部の内面側を
開放するので、油圧シリンダのようなアクチュエータを
設けることなく環状凹部の内面側を確実に開放すること
ができる。そのため、従来公報のような、環状シール部
材を保護する為の保護筒部材、この保護筒部材を後退駆
動する為の複数の油圧シリンダ、保護筒部材と環状凹部
との止水性能を高める為の土砂シール等が不要となる。
それ故、部品点数が少なくなり止水装置の構造が簡単化
し製作費を低減することができる。また、保護筒部材を
省略できるため、地中接合の作業工程を簡素化可能にで
きる。
[0075] At this time, by the elastic deformation of the ring-like elastic membrane member, a plurality of free end portions of the first spring plate member of the cover member
A plurality of second spring plates are tilted greatly together with the annular seal member.
The free end portion of the member is provided with each first spring plate together with the annular elastic membrane member.
By tilting smaller than the member, the inner surface of the annular recess
Since it is open, an actuator such as a hydraulic cylinder
Make sure to open the inner surface of the annular recess without providing
Can be. Therefore, as in the conventional publication, a protection cylinder member for protecting the annular seal member, a plurality of hydraulic cylinders for driving the protection cylinder member backward, and a water stopping performance between the protection cylinder member and the annular recess are improved. There is no need for earth and sand seals.
Therefore, the number of parts is reduced, the structure of the water stop device is simplified, and the production cost can be reduced. In addition, since the protective cylinder member can be omitted, the operation process of underground joining can be simplified.

【0076】[0076]

【0077】[0077]

【0078】請求項のシールド掘進機の止水装置によ
れば、第1環状バネ板部材の胴部材への取付けが簡単化
し、第2環状バネ板部材の胴部材への取付けも簡単化す
る。即ち、複数の第1バネ板部材、複数の第2バネ板部
材をボルト等で夫々胴部材へ取付けるのに比べて、取付
けが著しく簡単化する。その他請求項と同様の効果を
奏する。
[0078] According to the water stopping device of the shield machine according to claim 2, attachment to body member of the first annular spring plate member can be simplified and also simplifies mounting of the body member of the second annular spring plate member . That is, as compared with the case where the plurality of first spring plate members and the plurality of second spring plate members are respectively attached to the body member with bolts or the like, the attachment is significantly simplified. The other effects are the same as those of the first aspect .

【0079】請求項のシールド掘進機の止水装置によ
れば、流体収容室に加圧流体を収容しない状態では、環
状シール部材の内周面に水や土砂が侵入しにくくなり、
止水性能を高めることができる。その他請求項と同様
の効果を奏する。請求項4のシールド掘進機の止水装置
によれば、例えば、受入側両シールド掘進機と貫入側シ
ールド掘進機を相接近する方向へ掘進させていき地中接
合する際には、加圧流体を、加圧水供給源から流体収容
室に供給すると、加圧流体の水圧により環状弾性膜部材
が弾性変形して外側に膨張し、環状シール部材が外側に
押圧されてテーパー状に傾動し、筒体の内側から筒体の
内周面に圧接され、筒体の内周面がシールされる。この
とき、カバー部材の複数の第1板バネ部材と複数の第2
板バネ部材とが、環状弾性膜部材の弾性変形により外周
側へ押圧されて弾性変形し、環状凹部の外面側を開放す
る。 このカバー部材は、環状シール部材の外周面を覆う
点で請求項1のカバー部材と異なるだけであるので、請
求項1と略同様の効果を奏する。
[0079] According to the water stopping device of the shield machine according to claim 3, in a state where no housing the pressurized fluid in the flow body accommodating chamber becomes the inner peripheral surface of the annular sealing member is water or sediment easily enter,
Water stopping performance can be improved. Other effects are the same as those of the second aspect . 5. A water stop device for a shield machine according to claim 4.
For example, according to the two shielded excavators on the receiving side and the
Excavation in the direction of approach
When combining, pressurized fluid is stored from a pressurized water supply
When supplied to the chamber, the annular elastic membrane member is pressed by the water pressure of the pressurized fluid.
Elastically deforms and expands outward, and the annular seal member moves outward.
It is pressed and tilts in a tapered shape, and the cylinder
The inner peripheral surface is pressed against the inner peripheral surface to seal the inner peripheral surface of the cylindrical body. this
At this time, the plurality of first leaf spring members of the cover member and the plurality of second leaf spring members
The outer periphery of the leaf spring member is caused by the elastic deformation of the annular elastic membrane member.
Side to elastically deform and open the outer surface of the annular recess.
You. This cover member covers the outer peripheral surface of the annular seal member.
In that it differs from the cover member of claim 1 only in that
An effect similar to that of claim 1 is achieved.

【0080】請求項のシールド掘進機の止水装置によ
れば、これら第1環状バネ板部材と第2環状バネ板部材
は、請求項の発明の第1環状バネ板部材、第2環状バ
ネ板部材と基本的に同等であるので、請求項と同様の
効果を奏する。その他請求項と同様の効果を奏する。
[0080] According to the water stopping device of the shield machine according to claim 5, these first annular spring plate member and the second annular spring plate member includes a first annular spring plate member of the invention of claim 2, the second annular Since it is basically equivalent to the spring plate member, the same effect as that of the second aspect is obtained. The other effects are the same as those of the fourth aspect .

【0081】請求項のシールド掘進機の止水装置によ
れば、複数の第1バネ板部材の第1環状バネ板部材と反
対側の自由端部分は、複数の第2バネ板部材の第2環状
バネ板部材と反対側の自由端部分の外周側にラップした
状態に配設されているので、流体収容室に加圧流体を収
容しない状態では、環状シール部材の内周面に水や土砂
が侵入しにくくなり、止水性能を一層高めることができ
る。その他請求項と同様の効果を奏する。
According to the water stopping device of the shield machine according to the sixth aspect , the free end portions of the plurality of first spring plate members on the opposite side to the first annular spring plate member are the second ends of the plurality of second spring plate members. (2) Since it is arranged so as to be wrapped around the outer peripheral side of the free end portion on the opposite side to the annular spring plate member, when the pressurized fluid is not stored in the fluid storage chamber, water or Sediment hardly penetrates, and the water stopping performance can be further enhanced. The other effects are the same as those of the fifth aspect .

【0082】請求項のシールド掘進機の止水装置によ
れば、少なくとも、前記複数の第2バネ板部材は夫々ゴ
ム膜で覆われているので、流体収容室に加圧流体を供給
して環状弾性膜部材を弾性変形させたとき、このゴム膜
により環状シール部材の損傷や磨耗を防止することがで
きる。その他請求項1〜6の何れかと同様の効果を奏す
る。
According to the water stopping device of the shield machine according to claim 7 , since at least the plurality of second spring plate members are each covered with the rubber film, the pressurized fluid is supplied to the fluid storage chamber. When the annular elastic member is elastically deformed, the rubber seal can prevent the annular seal member from being damaged or worn. Other effect similar to those of one of claims 1 to 6.

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

【図1】本発明の実施形態の地中接合型シールド掘進機
の貫入側シールド掘進機の縦断側面図である。
FIG. 1 is a longitudinal sectional side view of a penetration-side shield excavator of an underground junction type shield excavator according to an embodiment of the present invention.

【図2】受入側シールド掘進機の縦断側面図である。FIG. 2 is a longitudinal sectional side view of a receiving-side shield machine.

【図3】止水装置の掘進時の状態と止水状態を説明する
要部拡大断面図である。
FIG. 3 is an enlarged cross-sectional view of a main part, illustrating a state of the water stopping device during excavation and a water stopping state.

【図4】掘進時の状態における止水装置のIV−IV線端面
図である。
FIG. 4 is an end view taken along the line IV-IV of the water stop device in a state of excavation.

【図5】第2バネ板部材の拡大断面図である。FIG. 5 is an enlarged sectional view of a second spring plate member.

【図6】地中接合準備状態の第1段階の作動説明図であ
る。
FIG. 6 is an explanatory diagram of an operation at a first stage in an underground joining preparation state.

【図7】地中接合準備状態の第2段階の作動説明図であ
る。
FIG. 7 is an operation explanatory view of a second stage in a ground bonding preparation state.

【図8】可動カッタースポークの縮径状態と筒体貫入状
態と止水装置の作動状態の作動説明図である。
FIG. 8 is an operation explanatory view of a movable cutter spoke in a reduced diameter state, a cylindrical body penetrating state, and an operation state of a water stop device.

【図9】地中接合完了状態の作動説明図である。FIG. 9 is an operation explanatory diagram in a state where underground joining is completed.

【図10】両シールド掘進機内の部品等の撤去状態の作
動説明図である。
FIG. 10 is an operation explanatory view of a state where parts and the like in both shield excavators are removed.

【図11】別実施形態に係るシールド掘進機の止水装置
の掘進時の状態と止水状態を説明する要部拡大断面図で
ある。
FIG. 11 is an enlarged cross-sectional view of a main part explaining a state of a water stopping device and a water stopping state of a water stopping device of a shield machine according to another embodiment.

【図12】その受入側シールド掘進機と貫入側シールド
掘進機の地中接合準備状態の作動説明図である。
FIG. 12 is an operation explanatory view of the receiving-side shield excavator and the penetrating-side shield excavator in an underground joining preparation state.

【図13】貫入側シールド掘進機の可動カッタースポー
クの縮径状態の作動説明図である。
FIG. 13 is an explanatory diagram of the operation of the movable cutter spoke of the penetrating side shield excavator in a reduced diameter state.

【図14】筒体の胴部材への外嵌状態の作動説明図であ
る。
FIG. 14 is an operation explanatory view of a state in which the cylindrical body is externally fitted to the body member.

【図15】止水装置の作動状態の作動説明図である。FIG. 15 is an operation explanatory view of an operation state of the water stop device.

【図16】地中接合完了状態の作動説明図である。FIG. 16 is an explanatory diagram of an operation in a state where underground joining is completed.

【符号の説明】[Explanation of symbols]

1B、110B シールド掘進機 10、117 筒体 52、153 前胴 60、60A 止水装置 91、191 環状凹部 92、192 環状弾性膜部材 93、193 環状シール部材 94、194 カバー部材 95、195 流体収容室 98a 第1環状バネ板部材 98b 第1バネ板部材 99a 第2環状バネ板部材 99b 第2バネ板部材 1B, 110B Shield excavator 10, 117 cylindrical body 52, 153 front body 60, 60A water stopping device 91, 191 annular concave portion 92, 192 annular elastic membrane member 93, 193 annular seal member 94, 194 cover member 95, 195 fluid storage Chamber 98a First annular spring plate member 98b First spring plate member 99a Second annular spring plate member 99b Second spring plate member

───────────────────────────────────────────────────── フロントページの続き (72)発明者 上田 奏一郎 神戸市長田区若松町9丁目1番30号 六 菱ゴム株式会社内 (72)発明者 洲野 敬二 神戸市長田区若松町9丁目1番30号 六 菱ゴム株式会社内 (56)参考文献 特開 平8−93390(JP,A) 特開 平9−32484(JP,A) 特開 平11−303570(JP,A) 特開 平4−83095(JP,A) (58)調査した分野(Int.Cl.7,DB名) E21D 11/00 E21D 9/06 301 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Soichiro Ueda 9-1-30, Wakamatsucho, Nagata-ku, Kobe-shi Ryoku Rubber Co., Ltd. (72) Inventor Keiji Suno 9-1-1, Wakamatsucho, Nagata-ku, Kobe-shi No. 30 in Rikkyo Rubber Co., Ltd. (56) References JP-A-8-93390 (JP, A) JP-A-9-32484 (JP, A) JP-A-11-303570 (JP, A) JP-A-4 −83095 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E21D 11/00 E21D 9/06 301

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 シールド掘進機の胴部材の内面部に装備
され且つ胴部材に筒体が遊嵌状に内嵌されたとき胴部材
と筒体の間の環状隙間をシールする止水装置において、 前記胴部材の内周面部に凹設された環状凹部と、 この環状凹部に配設され外周側に流体収容室を形成する
環状弾性膜部材と、 この環状弾性膜部材の内周面近傍に配設され且つ軸心方
向一端部が胴部材に固定され他端部が自由端をなす環状
シール部材と、 前記流体収容室に加圧流体を収容しない状態において環
状シール部材の内周面を覆って環状シール部材を保護す
る弾性変形可能なカバー部材であって、 環状シール部材の内周面の大部分を覆うように周方向に
並べて配設された短冊状の複数の第1バネ板部材と、環
状弾性膜部材の他端側部分の内周面と環状シール部材の
内周面の一部を覆うように周方向に並べて配設された短
冊状の複数の第2バネ板部材とを有するカバー部材 とを
備え、 前記流体収容室に加圧流体を供給して環状弾性膜部材を
内周側へ弾性変形させ、環状シール部材の他端部を筒体
の外周面に圧接させてシールするように構成したことを
特徴とするシールド掘進機の止水装置。
1. A water stopping device which is provided on an inner surface of a body member of a shield machine and seals an annular gap between the body member and the cylinder when the cylinder is loosely fitted inside the body. An annular concave portion provided in the inner peripheral surface of the body member; an annular elastic film member provided in the annular concave portion and forming a fluid storage chamber on the outer peripheral side; An annular seal member disposed and one end in the axial direction fixed to the body member and the other end forming a free end; and covering an inner peripheral surface of the annular seal member in a state where the fluid storage chamber does not store the pressurized fluid. Te a cover member elastically deformable to protect the annular seal member, circumferentially to cover a large portion of the inner peripheral surface of the annular sealing member
A plurality of strip-shaped first spring plate members arranged side by side;
Of the inner peripheral surface of the other end portion of the
Short wires arranged side by side so as to cover a part of the inner circumferential surface
A cover member having a plurality of book-shaped second spring plate members, and supplying a pressurized fluid to the fluid storage chamber to elastically deform the annular elastic membrane member toward the inner periphery side, and the other end of the annular seal member A water stopping device for a shield machine, wherein a portion is pressed against an outer peripheral surface of a cylindrical body to be sealed.
【請求項2】 前記カバー部材は、環状シール部材の一
端部の内周面に固定され且つ複数の第1バネ板部材の前
記一端部側の端部に連なる第1環状バネ板部材と、環状
弾性膜部材の他端部の内周面に固定され且つ複数の第2
バネ板部材の前記他端部側の端部に連なる第2環状バネ
板部材とを有することを特徴とする請求項に記載のシ
ールド掘進機の止水装置。
2. A first annular spring plate member fixed to an inner peripheral surface of one end of an annular seal member and connected to an end of the plurality of first spring plate members on the one end side; A plurality of second elastic members fixed to the inner peripheral surface at the other end of the elastic membrane member;
The water stopping device for a shield machine according to claim 1 , further comprising a second annular spring plate member connected to an end of the spring plate member on the other end side.
【請求項3】 複数の第1バネ板部材の第1環状バネ板
部材と反対側の自由端部分は、複数の第2バネ板部材の
第2環状バネ板部材と反対側の自由端部分の内周側にラ
ップした状態に配設されていることを特徴とする請求項
に記載のシールド掘進機の止水装置。
3. A free end portion of the plurality of first spring plate members opposite to the first annular spring plate member is a free end portion of the plurality of second spring plate members opposite to the second annular spring plate member. The battery is disposed so as to be wrapped on the inner peripheral side.
3. The water stopping device for a shield machine described in 2 .
【請求項4】 シールド掘進機の胴部材の外面部に装備
され且つ胴部材に筒体が遊嵌状に外嵌されたとき胴部材
と筒体の間の環状隙間をシールする止水装置において、 前記胴部材の外周面部に凹設された環状凹部と、 この環状凹部に配設され内周側に流体収容室を形成する
環状弾性膜部材と、 この環状弾性膜部材の外周面近傍に配設され且つ軸心方
向一端部が胴部材に固定され他端部が自由端をなす環状
シール部材と、 前記流体収容室に加圧流体を収容しない状態において環
状シール部材の外周面を覆って環状シール部材を保護す
る弾性変形可能なカバー部材であって、 環状シール部材の外周面の大部分を覆うように周方向に
並べて配設された短冊状の複数の第1バネ板部材と、環
状弾性膜部材の他端側部分の外周面と環状シール部材の
外周面の一部を覆うように周方向に並べて配設された短
冊状の複数の第2バネ板部材とを有するカバー部材とを
備え、 前記流体収容室に加圧流体を供給して環状弾性膜部材を
外周側へ弾性変形させ、環状シール部材の他端部を筒体
の内周面に圧接させてシールするように構成したことを
特徴とするシールド掘進機の止水装置。
4. An outer surface of a body member of a shield machine.
Body member when the tubular body is loosely fitted to the body member
In the water stopping device for sealing an annular gap between the cylinder member and the cylindrical body, an annular concave portion formed in the outer peripheral surface portion of the body member, and a fluid storage chamber provided in the annular concave portion on the inner peripheral side.
An annular elastic membrane member , disposed near the outer peripheral surface of the annular elastic membrane member,
One end is fixed to the body member and the other end is a free end.
A seal member and a ring in a state where the fluid storage chamber does not store the pressurized fluid.
To protect the annular seal member by covering the outer peripheral surface of the annular seal member
Elastically deformable cover member, which is circumferentially covered so as to cover most of the outer peripheral surface of the annular seal member.
A plurality of strip-shaped first spring plate members arranged side by side;
Between the outer peripheral surface of the other end portion of the
Short wires arranged side by side in the circumferential direction to cover part of the outer peripheral surface
A cover member having a plurality of book-shaped second spring plate members;
And supplying a pressurized fluid to the fluid storage chamber to form an annular elastic membrane member.
It is elastically deformed to the outer peripheral side, and the other end of the annular seal member is cylindrical.
That the inner peripheral surface of the
A special feature of a shield excavator.
【請求項5】 前記カバー部材は、環状シール部材の一
端部の外周面に固定され且つ複数の第1バネ板部材の前
記一端部側の端部に連なる第1環状バネ板部材と、環状
弾性膜部材の他端部の外周面に固定され且つ複数の第2
バネ板部材の前記他端部側の端部に連なる第2環状バネ
板部材とを有することを特徴とする請求項に記載のシ
ールド掘進機の止水装置。
5. A first annular spring plate member fixed to an outer peripheral surface of one end of an annular seal member and connected to ends of the plurality of first spring plate members on the one end side, an annular elastic member. A plurality of second members fixed to the outer peripheral surface of the other end of the membrane member
The water stopping device for a shield machine according to claim 4 , further comprising a second annular spring plate member connected to an end of the spring plate member on the other end side.
【請求項6】 複数の第1バネ板部材の第1環状バネ板
部材と反対側の自由端部分は、複数の第2バネ板部材の
第2環状バネ板部材と反対側の自由端部分の外周側にラ
ップした状態に配設されていることを特徴とする請求項
に記載のシールド掘進機の止水装置。
6. A free end portion of the plurality of first spring plate members opposite to the first annular spring plate member is a free end portion of the plurality of second spring plate members opposite to the second annular spring plate member. The battery is provided so as to be wrapped on the outer peripheral side.
6. The water stopping device of the shield machine according to 5 .
【請求項7】 少なくとも、前記複数の第2バネ板部材
は夫々ゴム膜で覆われていることを特徴とする請求項
〜6の何れかに記載のシールド掘進機の止水装置。
7. At least claim 1, wherein the plurality of second spring plate member is covered with a respective rubber layer
7. The water stopping device for a shield machine according to any one of items 6 to 6 .
JP25013099A 1999-09-03 1999-09-03 Water stop device of shield machine Expired - Fee Related JP3288349B2 (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
JP25013099A JP3288349B2 (en) 1999-09-03 1999-09-03 Water stop device of shield machine

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Publication Number Publication Date
JP2001073690A JP2001073690A (en) 2001-03-21
JP3288349B2 true JP3288349B2 (en) 2002-06-04

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ID=17203284

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5639498B2 (en) * 2011-02-16 2014-12-10 大成建設株式会社 Seal tip protection device

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