JPH076349B2 - Vertical shaft well seal device - Google Patents

Vertical shaft well seal device

Info

Publication number
JPH076349B2
JPH076349B2 JP31776292A JP31776292A JPH076349B2 JP H076349 B2 JPH076349 B2 JP H076349B2 JP 31776292 A JP31776292 A JP 31776292A JP 31776292 A JP31776292 A JP 31776292A JP H076349 B2 JPH076349 B2 JP H076349B2
Authority
JP
Japan
Prior art keywords
mounting plate
seal member
elastic seal
wellhead
peripheral portion
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
JP31776292A
Other languages
Japanese (ja)
Other versions
JPH06146778A (en
Inventor
光雄 金澤
Original Assignee
株式会社金澤製作所
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 株式会社金澤製作所 filed Critical 株式会社金澤製作所
Priority to JP31776292A priority Critical patent/JPH076349B2/en
Publication of JPH06146778A publication Critical patent/JPH06146778A/en
Publication of JPH076349B2 publication Critical patent/JPH076349B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、竪坑のトンネル掘削
機、推進管等の発進用又は到達用の坑口に設けられる坑
口シール装置に関し、特に弾性シール部材の背面を外圧
に抗して支える耐圧支持構造の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wellhead seal device provided at a wellhead for starting or reaching a tunnel excavator, a propulsion pipe or the like in a vertical shaft, and particularly to a pressure resistance for supporting the back surface of an elastic seal member against external pressure. Regarding improvement of support structure.

【0002】[0002]

【従来の技術】竪坑のトンネル掘削機等の発進用又は到
達用の坑口には、掘削土砂や地下水が坑口開口部とトン
ネル掘削機やトンネル一次覆工用セグメント等の外周面
との間の環状隙間から竪坑内に流入することを防止する
ための坑口シール装置が必要である。
2. Description of the Related Art In a starting or reaching hole of a tunnel excavator in a vertical shaft, excavated earth and sand or underground water form a ring between the opening of the shaft and the outer peripheral surface of the tunnel excavator or the segment for primary lining of the tunnel. A wellhead sealing device is required to prevent the inflow into the shaft through the gap.

【0003】発進用坑口の場合、坑口シール装置は、竪
坑内から発進するトンネル掘削機が坑口内に位置してい
る時に坑口開口部とトンネル掘削機外周面との間の環状
隙間を外圧に抗してシールし、その後、セグメントが坑
口内に位置する時にはセグメント外周面と坑口開口部と
の間の環状隙間を外圧に抗してシールする必要がある。
In the case of a starting pit, a pit sealing device is designed to prevent an external pressure from being applied to an annular gap between a pit opening and an outer peripheral surface of the tunnel digging machine when a tunnel excavator starting from a vertical shaft is located inside the pit. Then, when the segment is located in the wellhead, it is necessary to seal the annular gap between the outer peripheral surface of the segment and the wellhead opening against external pressure.

【0004】また、到達用坑口の場合、トンネル掘削機
よりも外形寸法の大きい内部加圧容器を予め坑口内に配
置しておき、到達するトンネル掘削機をこの容器内に受
け入れる方法が一般に用いられる。このような到達工法
においては、トンネル掘削機が容器内に到達し、それに
引き続くセグメントが坑口内に設けられた後、容器が坑
口から取り除かれる。したがって、到達坑口に設けられ
る坑口シール装置は、容器外周面と坑口内面との間の環
状隙間をシールした後、セグメント外周面と坑口内面と
の間の環状隙間をシールする必要がある。
In addition, in the case of the access wellhead, a method is generally used in which an internal pressurizing container having an outer size larger than that of the tunnel excavator is previously arranged in the wellhead, and the reaching tunnel excavator is received in the container. . In such a reaching method, the tunnel excavator reaches the inside of the container, and the subsequent segment is provided in the well, and then the container is removed from the well. Therefore, the wellhead sealing device provided at the reaching wellhead needs to seal the annular gap between the outer peripheral surface of the container and the inner surface of the wellhole and then seal the annular gap between the outer peripheral surface of the segment and the inner surface of the wellhead.

【0005】特開昭60−148994号公報には従来
の発進坑口用坑口シール装置が開示されている。この坑
口シール装置は、発進坑口の周縁の坑壁に配設される円
環状の弾性シール部材と、該弾性シール部材の背面側に
て発進坑口の周りに間隔をおいて放射状に配設される複
数個の支持金具とを備えており、各支持金具は取付板と
この取付板に揺動可能に枢支された揺動板とからなって
いる。そして支持金具の取付板と弾性シール部材とが固
定具により坑壁に固定されている。このような構成によ
り、発進坑口の開口部とトンネル掘削機又はそれに引き
続くトンネル覆工材の外周面との間を弾性シール部材に
よりシールし、該弾性シール部材の背面側を複数個の支
持金具によって外圧に抗して支持できるものとなってい
る。
Japanese Unexamined Patent Publication No. 60-148994 discloses a conventional wellhead sealing device for a starting wellhead. This wellhead sealing device is provided with a ring-shaped elastic seal member arranged on a well wall at the periphery of the starting wellhead and radially arranged around the starting wellhead with a space on the back side of the elastic seal member. A plurality of support fittings are provided, and each support fitting includes a mounting plate and a swing plate pivotally supported by the mounting plate. Then, the mounting plate of the support fitting and the elastic seal member are fixed to the pit wall by a fixing tool. With such a structure, an elastic seal member seals between the opening of the starting hole and the outer peripheral surface of the tunnel excavator or the tunnel lining material that follows, and the back side of the elastic seal member is supported by a plurality of support fittings. It can be supported against external pressure.

【0006】[0006]

【発明が解決しようとする課題】上述した従来のシール
装置においては、複数個の支持金具が弾性シール部材の
背面側にて発進坑口の周りに間隔をあけて配設されてい
たため、隣接する支持金具の間の隙間において坑口壁面
に対する弾性シール部材の押え力が弱くなり、外圧に対
し弾性シール部材と発進坑口壁面との間のシール性が低
下するという技術的課題があった。そこで、従来は、支
持金具と弾性シール部材との間に別途押えリングを介在
させ、この押えリングによって弾性シール部材の外周部
を全周にわたり坑壁面に押し付ける構成が採られていた
が、たとえこのような押えリングを用いても、弾性シー
ル部材が外圧を受けて厚み方向に圧縮されると、弾性シ
ール部材と坑壁面との間のシール性が低下するので、耐
圧シール性に問題があった。
In the above-described conventional sealing device, since a plurality of support fittings are arranged around the starting hole at the back side of the elastic seal member, the adjacent support members are supported. In the gap between the metal fittings, the pressing force of the elastic seal member against the wellhead wall surface is weakened, and there is a technical problem that the sealability between the elastic seal member and the starting wellhead wall surface is deteriorated against external pressure. Therefore, conventionally, a structure in which a pressing ring is separately interposed between the support fitting and the elastic seal member and the outer peripheral portion of the elastic seal member is pressed against the mine wall surface over the entire circumference by the pressing ring has been adopted. Even if such a pressing ring is used, if the elastic seal member receives external pressure and is compressed in the thickness direction, the sealing property between the elastic seal member and the pit wall surface is deteriorated, so that there is a problem in the pressure resistant sealing property. .

【0007】したがって、本発明の目的は、簡単な構成
で弾性シール部材と竪坑の坑口との間のシール性を高め
ることができる竪坑の坑口シール装置を提供することに
ある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a shaft well sealing device for a shaft which can improve the sealing property between the elastic seal member and the shaft of the shaft with a simple structure.

【0008】[0008]

【課題を解決するための手段】請求項1記載の発明は、
トンネル掘削機、推進管等の発進又は到達のために竪坑
の坑壁に形成された坑口を外圧に抗してシールするシー
ル装置であって、前記坑口に固設される外周部と前記坑
口寸法より小さく且つトンネル掘削機等の外形寸法より
大きい内周部とを有する環状の取付板と、該取付板の外
圧受圧面側に取り付けられる外周部とトンネル掘削機等
の外形寸法より小さい内周部とを有する環状の弾性シー
ル部材と、前記取付板の内周部に沿って弾性シール部材
の背面側に放射状に配置され、前記取付板に揺動可能に
枢支されて弾性シール部材の背面を外圧に抗して支える
複数個の揺動板と、を備えていることを特徴とする。
The invention according to claim 1 is
A tunnel excavator, a sealing device for sealing a wellhead formed in a well wall of a vertical shaft against the external pressure for starting or reaching a propulsion pipe, the outer peripheral portion fixed to the wellhead and the wellhole size. An annular mounting plate having a smaller size and an inner peripheral portion larger than the outer dimension of the tunnel excavator, an outer peripheral portion mounted on the outer pressure receiving surface side of the mounting plate, and an inner peripheral portion smaller than the outer dimension of the tunnel excavator etc. And an annular elastic seal member having, and radially arranged on the back side of the elastic seal member along the inner peripheral portion of the mounting plate, and pivotally supported by the mounting plate so as to swing the back surface of the elastic seal member. And a plurality of rocking plates that support against external pressure.

【0009】請求項2記載の発明は、請求項1記載の竪
坑の坑口シール装置において、前記弾性シール部材の外
周部がその外圧受圧面側に配設された環状の押さえ板と
前記取付板とにより全周にわたりサンドイッチ状に挟持
され、且つ複数個のボルトとナットにより前記取付板に
締結固定されていることを特徴とする。
According to a second aspect of the present invention, in the shaft entrance sealing device according to the first aspect, the outer peripheral portion of the elastic seal member is provided with an annular pressing plate disposed on the external pressure receiving surface side and the mounting plate. It is characterized in that it is sandwiched by the whole circumference and is fastened and fixed to the mounting plate by a plurality of bolts and nuts.

【0010】請求項3記載の発明は、請求項1記載の竪
坑の坑口シール装置において、前記取付板が前記坑口の
内周面に沿って前記坑壁内に埋設される筒状のアンカー
部材の一端に固着されていることを特徴とする。
According to a third aspect of the present invention, in the shaft pit sealing device according to the first aspect, the attachment plate is a tubular anchor member embedded in the pit wall along an inner peripheral surface of the pit. It is characterized by being fixed to one end.

【0011】請求項4記載の発明は、請求項3記載の竪
坑の坑口シール装置において、前記アンカー部材には前
記弾性シール部材の外圧受圧面側に坑口充填材を注入す
るための注入管が固設されていることを特徴とする。
According to a fourth aspect of the present invention, in the shaft well sealing device according to the third aspect, an injection pipe for injecting a wellhead filler into the anchor member on the external pressure receiving surface side of the elastic seal member is fixed. It is characterized by being installed.

【0012】請求項5記載の発明は、請求項3または4
記載の竪坑の坑口シール装置において、前記アンカー部
材の他端には前記坑口寸法より小さく且つトンネル掘削
機等の外形寸法より大きい内周部を有する環状の第2取
付板が前記取付板と対向して固着され、前記第2取付板
の前記取付板と対向する背面には、トンネル掘削機等の
外形寸法より小さい内周部を有する環状の第2弾性シー
ル部材が配設され、該第2弾性シール部材の外周部はそ
の背面に配設された環状の第2押さえ板と前記第2取付
板とにより全周にわたりサンドイッチ状に挟持され、且
つ複数個のボルトとナットにより前記第2取付板に締結
固定され、前記第2押さえ板の内周部には前記第2弾性
シール部材の背面を外圧に抗して支える複数個の揺動板
が前記第2押さえ板の全周に沿って放射状に配置され、
且つ前記第2押さえ板に揺動可能に枢支されていること
を特徴とする。
The invention according to claim 5 is the invention according to claim 3 or 4.
In the vertical shaft well sealing device described above, an annular second mounting plate having an inner peripheral portion smaller than the well size and larger than the outer size of a tunnel excavator or the like is provided at the other end of the anchor member so as to face the mounting plate. An annular second elastic seal member having an inner peripheral portion smaller than the outer dimensions of the tunnel excavator or the like is disposed on the back surface of the second mounting plate that is fixed and fixed to the second mounting plate. The outer peripheral portion of the seal member is sandwiched between the annular second pressing plate and the second mounting plate arranged on the back surface thereof in a sandwich shape, and the sealing member is fixed to the second mounting plate by a plurality of bolts and nuts. A plurality of rocking plates that are fastened and fixed and that support the back surface of the second elastic seal member against the external pressure are radially formed on the inner peripheral portion of the second pressing plate along the entire circumference of the second pressing plate. Placed,
In addition, the second pressing plate is pivotally supported so as to be swingable.

【0013】[0013]

【作用】請求項1記載の竪坑の坑口シール装置において
は、竪坑内部を坑口の外部に対し気密に保つためには坑
口と取付板との間の気密性と、弾性シール部材と取付板
との間の気密性と、弾性シール部材とトンネル掘削機等
との間の気密性とをそれぞれ確保することが重要とな
る。ここで、取付板と坑口との間の気密性については、
環状の取付板の外周部を全周にわたり坑口に固設するの
で、十分な気密性を容易に確保することができる。ま
た、弾性シール部材とトンネル掘削機等との間の気密性
については、弾性シール部材の背面を環状取付板に枢支
された複数個の揺動板が支えるので、十分な気密性を容
易に確保することができる。さらに、環状の弾性シール
部材は竪坑の坑口に固設される環状の取付板の外圧受圧
面側に取り付けられているので、弾性シール部材に外圧
が作用すると、弾性シール部材は取付板の外圧受圧面に
圧接される。したがって、弾性シール部材と取付板との
間にも高い気密性を容易に確保することができる。
In the shaft well sealing device according to claim 1, in order to keep the interior of the shaft airtight with respect to the outside of the shaft, the airtightness between the shaft and the mounting plate, and the elastic seal member and the mounting plate. It is important to ensure the airtightness between them and the airtightness between the elastic seal member and the tunnel excavator and the like. Here, regarding the airtightness between the mounting plate and the wellhead,
Since the outer peripheral portion of the annular mounting plate is fixed to the wellhead over the entire circumference, sufficient airtightness can be easily ensured. Regarding the airtightness between the elastic seal member and the tunnel excavator and the like, since the back surface of the elastic seal member is supported by the plurality of swing plates pivotally supported by the annular mounting plate, sufficient airtightness can be easily achieved. Can be secured. Further, since the annular elastic seal member is attached to the external pressure receiving surface side of the annular mounting plate fixedly installed at the shaft hole of the vertical shaft, when the external pressure acts on the elastic seal member, the elastic seal member receives the external pressure receiving pressure of the mounting plate. It is pressed against the surface. Therefore, high airtightness can be easily ensured between the elastic seal member and the mounting plate.

【0014】請求項2記載の竪坑の坑口シール装置にお
いては、弾性シール部材の外周部がその外圧受圧面側に
配設された環状の押さえ板と環状の取付板とにより全周
にわたりサンドイッチ状に挟持され、且つ複数個のボル
トとナットにより取付板に締結固定されているので、弾
性シール部材の外周部を全周にわたり均一に環状の取付
板の外圧受圧面に圧接させることができる。したがっ
て、弾性シール部材と取付板との間の気密性をより高め
ることができる。
In the shaft well sealing device according to the second aspect, the outer peripheral portion of the elastic seal member is sandwiched over the entire circumference by the annular pressing plate and the annular mounting plate disposed on the external pressure receiving surface side thereof. Since it is sandwiched and fastened and fixed to the mounting plate by a plurality of bolts and nuts, the outer peripheral portion of the elastic seal member can be uniformly pressed against the external pressure receiving surface of the annular mounting plate over the entire circumference. Therefore, the airtightness between the elastic seal member and the mounting plate can be further enhanced.

【0015】請求項3記載の竪坑の坑口シール装置にお
いては、取付板が竪坑の坑口の内周面に沿って坑壁内に
埋設される筒状のアンカー部材の一端に固着されている
ので、竪坑の坑口への取付板の取付け強度が高いものに
なるとともに、環状の取付板と坑口との間の気密性をよ
り高めることができる。
In the shaft well sealing device according to the third aspect of the present invention, the mounting plate is fixed to one end of the cylindrical anchor member embedded in the shaft wall along the inner peripheral surface of the shaft hole of the shaft. The mounting strength of the mounting plate to the shaft hole of the vertical shaft becomes high, and the airtightness between the annular mounting plate and the shaft hole can be further enhanced.

【0016】請求項4記載の竪坑の坑口シール装置にお
いては、アンカー部材には弾性シール部材の外圧受圧面
側に坑口充填材を注入するための注入管が固設されてい
るので、トンネルの一次覆工後に坑口内の弾性シール部
材の外圧受圧面側に充填材を容易に注入することがで
き、充填材の注入により、坑口の気密性をより高めるこ
とができる。
In the shaft pit sealing device according to claim 4, since the anchor member is fixedly provided with the injection pipe for injecting the pit filler into the external pressure receiving surface side of the elastic seal member, the primary of the tunnel. After the lining, the filler can be easily injected into the external pressure receiving surface side of the elastic seal member in the wellhead, and the airtightness of the wellhead can be further increased by injecting the filler.

【0017】請求項5記載の竪坑の坑口シール装置にお
いては、アンカー部材の他端には坑口寸法より小さく且
つトンネル掘削機等の外形寸法より大きい内周部を有す
る環状の第2取付板が前記取付板と対向して固着され、
第2取付板の前記取付板と対向する背面には、トンネル
掘削機等の外形寸法より小さい内周部を有する環状の第
2弾性シール部材が配設され、該第2弾性シール部材の
外周部はその背面に配設された環状の第2押さえ板と第
2取付板とにより全周にわたりサンドイッチ状に挟持さ
れ、且つ複数個のボルトとナットにより前記第2取付板
に締結固定され、第2押さえ板の内周部には第2弾性シ
ール部材の背面を外圧に抗して支える複数個の揺動板が
前記第2押さえ板の全周に沿って放射状に配置され、且
つ第2押さえ板に揺動可能に枢支されているので、この
第2弾性シール部材によって坑口の気密性をさらに高め
ることができる。
In the shaft well sealing device according to the present invention, an annular second mounting plate having an inner peripheral portion smaller than the hole diameter and larger than the outer dimension of the tunnel excavator or the like is provided at the other end of the anchor member. It is fixed facing the mounting plate,
An annular second elastic seal member having an inner peripheral portion smaller than the outer dimensions of a tunnel excavator or the like is disposed on the back surface of the second mounting plate facing the mounting plate, and the outer peripheral portion of the second elastic seal member is disposed. Is sandwiched by an annular second pressing plate and a second mounting plate arranged on the back surface thereof in a sandwich shape, and is fastened and fixed to the second mounting plate by a plurality of bolts and nuts. A plurality of oscillating plates that support the back surface of the second elastic seal member against the external pressure are radially arranged on the inner peripheral portion of the pressing plate along the entire circumference of the second pressing plate. The second elastic seal member can further enhance the airtightness of the wellhead since it is swingably pivoted.

【0018】[0018]

【実施例】以下、図面を参照して本発明の実施例につき
詳細に説明する。
Embodiments of the present invention will now be described in detail with reference to the drawings.

【0019】図1から図4までは本発明を略円形の発進
用坑口に適用した場合の第1実施例を示したものであ
る。これらの図を参照すると、竪坑の坑壁11に穿設さ
れた断面円形の発進用坑口12には全体的に番号13で
示す坑口シール装置が設けられている。坑口シール装置
13は、環状の取付板14とゴム等からなる環状の弾性
シール部材15と複数個の揺動板16とを備えている。
1 to 4 show a first embodiment in which the present invention is applied to a substantially circular starting wellhead. With reference to these figures, a starting hole 12 having a circular cross section, which is bored in a pit wall 11 of a vertical shaft, is provided with a pit sealing device indicated by numeral 13 as a whole. The wellhead seal device 13 includes an annular mounting plate 14, an annular elastic seal member 15 made of rubber or the like, and a plurality of swing plates 16.

【0020】図3に詳細に示すように、取付板14は坑
口12に固設される外周部14aと坑口12の内径寸法
より小さく且つトンネル掘削機等(図示せず)の外形寸
法より大きい内周部14bを有している。
As shown in detail in FIG. 3, the mounting plate 14 is smaller than the outer peripheral portion 14a fixed to the wellhead 12 and the inner diameter dimension of the wellhead 12 and larger than the outer dimension of a tunnel excavator or the like (not shown). It has a peripheral portion 14b.

【0021】弾性シール部材15は取付板14の外圧受
圧面14c側に取り付けられる外周部15aとトンネル
掘削機等の外形寸法より小さい内周部15bとを有して
いる。図3において仮想線Aはトンネル掘削機の外周位
置を示しており、仮想線Bはトンネル掘削機に続く一次
覆工用セグメントの外周位置を示している。
The elastic seal member 15 has an outer peripheral portion 15a attached to the external pressure receiving surface 14c side of the mounting plate 14 and an inner peripheral portion 15b smaller than the outer dimensions of a tunnel excavator or the like. In FIG. 3, a virtual line A indicates the outer peripheral position of the tunnel excavator, and a virtual line B indicates the outer peripheral position of the primary lining segment following the tunnel excavator.

【0022】複数個の揺動板16は取付板14の内周部
14bに沿って弾性シール部材15の背面15d側に放
射状に配置され、各々が枢軸17を介して取付板14に
揺動可能に枢支されて弾性シール部材15の背面15d
を外圧に抗して支えるようになっている。各揺動板16
の枢支部近傍にはストッパ片16aが突設されており、
このストッパ片16aは揺動板16が例えば枢軸17を
通る坑口12の垂直断面から竪坑内方側へは回動しない
ように、或いは該垂直断面よりも若干坑口12の外方側
に傾斜した姿勢からそれ以上竪坑の内方側へは回動しな
いように揺動板16の回動規制をする役割を果たす。図
4に示すように、各枢軸17は取付板14の内周部に固
設された一対のブラケット18,18に両端を保持され
ている。
A plurality of swing plates 16 are radially arranged along the inner peripheral portion 14b of the mounting plate 14 on the rear surface 15d side of the elastic seal member 15, and each of them can swing on the mounting plate 14 via a pivot 17. The back surface 15d of the elastic seal member 15 pivotally supported by
Is designed to support against external pressure. Each rocking plate 16
A stopper piece 16a is provided in the vicinity of the pivotal support portion of
The stopper piece 16a is configured such that the swing plate 16 does not rotate from the vertical cross section of the wellhead 12 passing through the pivot 17 toward the inner side of the vertical shaft, or is inclined to the outer side of the wellhead 12 slightly from the vertical cross section. From this, it plays a role of restricting the rotation of the rocking plate 16 so as not to rotate further inward of the vertical shaft. As shown in FIG. 4, each pivot 17 has its both ends held by a pair of brackets 18, 18 fixed to the inner peripheral portion of the mounting plate 14.

【0023】さらにこの実施例では、弾性シール部材1
5の外周部15aはその外圧受圧面15c側に配設され
た環状の押さえ板19と取付板14とにより全周にわた
りサンドイッチ状に挟持されており、且つ複数個のボル
ト20とナット21により取付板14に締結固定されて
いる。
Further, in this embodiment, the elastic seal member 1
The outer peripheral portion 15a of 5 is sandwiched by an annular pressing plate 19 and a mounting plate 14 arranged on the side of the external pressure receiving surface 15c in a sandwich shape, and is mounted by a plurality of bolts 20 and nuts 21. It is fastened and fixed to the plate 14.

【0024】さらに、取付板14は坑口12の内周面に
沿って坑壁11内に埋設された筒状のアンカー部材22
の一端に固着されており、このアンカー部材22には坑
口12内の弾性シール部材15の外圧受圧面15c側に
坑口充填材を注入するための注入管23が固設されてい
る。
Furthermore, the mounting plate 14 is a tubular anchor member 22 embedded in the mine wall 11 along the inner peripheral surface of the mine hole 12.
An anchoring pipe 22 is fixed to one end of the anchor member 22, and an injection pipe 23 for injecting a wellhead filler is fixed to the anchor member 22 on the side of the external pressure receiving surface 15c of the elastic seal member 15 in the wellhead 12.

【0025】上記構成の竪坑の坑口シール装置において
は、竪坑内部を坑口12の外部に対し気密に保つために
は坑口12と取付板14との間の気密性と、弾性シール
部材15と取付板14との間の気密性と、弾性シール部
材15とトンネル掘削機等との間の気密性とをそれぞれ
確保することが重要となる。ここで、取付板14と坑口
12との間の気密性については、環状の取付板14の外
周部を全周にわたり坑口12に固設するので、十分な気
密性を容易に確保することができる。また、弾性シール
部材15とトンネル掘削機等との間の気密性について
は、図3に示すように、環状の取付板14に枢支された
複数個の揺動板16がトンネル掘削機や一次覆工用セグ
メントの外周に当接して傾斜姿勢となり、弾性シール部
材15の背面15dを支えるので、十分な気密性を容易
に確保することができる。さらに、環状の弾性シール部
材15は竪坑の坑口12に固設される環状の取付板14
の外圧受圧面14c側に取り付けられているので、弾性
シール部材15に外圧が作用すると、弾性シール部材1
5は取付板14の外圧受圧面14cに圧接される。した
がって、弾性シール部材15と取付板14との間にも高
い気密性を容易に確保することができる。
In the shaft well sealing device of the above structure, in order to keep the inside of the shaft airtight with respect to the outside of the shaft 12, the airtightness between the shaft 12 and the mounting plate 14, the elastic seal member 15 and the mounting plate. It is important to ensure airtightness between the elastic seal member 15 and the tunnel excavator and the like. Here, regarding the airtightness between the mounting plate 14 and the wellhead 12, since the outer peripheral portion of the annular mounting plate 14 is fixed to the wellhead 12 over the entire circumference, sufficient airtightness can be easily ensured. . Regarding the airtightness between the elastic seal member 15 and the tunnel excavator or the like, as shown in FIG. 3, a plurality of rocking plates 16 pivotally supported by the annular mounting plate 14 are used for the tunnel excavator and the primary excavator. Since the rear surface 15d of the elastic seal member 15 is supported by coming into contact with the outer periphery of the lining segment and taking an inclined posture, sufficient airtightness can be easily ensured. Further, the annular elastic seal member 15 is an annular mounting plate 14 fixed to the wellhead 12 of the vertical shaft.
Since it is attached to the external pressure receiving surface 14c side of the elastic seal member 15, when the external pressure acts on the elastic seal member 15, the elastic seal member 1
5 is pressed against the external pressure receiving surface 14c of the mounting plate 14. Therefore, high airtightness can be easily ensured between the elastic seal member 15 and the mounting plate 14.

【0026】さらにこの実施例では、弾性シール部材1
5の外周部15aがその外圧受圧面15c側に配設され
た環状の押さえ板19と環状の取付板14とにより全周
にわたりサンドイッチ状に挟持され、且つ複数個のボル
ト20とナット21により取付板14に締結固定されて
いるので、弾性シール部材15の外周部15aを全周に
わたり均一に環状の取付板14の外圧受圧面14cに圧
接させることができる。したがって、弾性シール部材1
5と取付板14との間の気密性をより高めることができ
る。
Further, in this embodiment, the elastic seal member 1
5, the outer peripheral portion 15a is sandwiched in a sandwich shape by an annular pressing plate 19 and an annular mounting plate 14 arranged on the external pressure receiving surface 15c side, and is attached by a plurality of bolts 20 and nuts 21. Since it is fastened and fixed to the plate 14, the outer peripheral portion 15a of the elastic seal member 15 can be uniformly brought into pressure contact with the external pressure receiving surface 14c of the annular mounting plate 14 over the entire circumference. Therefore, the elastic seal member 1
The airtightness between 5 and the mounting plate 14 can be further improved.

【0027】さらにこの実施例においては、取付板14
が竪坑の坑口12の内周面に沿って坑壁内に埋設される
筒状のアンカー部材22の一端に固着されているので、
竪坑の坑口12への取付板14の取付け強度が高いもの
になるとともに、環状の取付板14と坑口12との間の
気密性をより高めることができる。
Further, in this embodiment, the mounting plate 14
Is fixed to one end of the cylindrical anchor member 22 embedded in the mine wall along the inner peripheral surface of the wellhead 12 of the vertical shaft,
The attachment strength of the attachment plate 14 to the wellhead 12 of the vertical shaft is high, and the airtightness between the annular attachment plate 14 and the wellhead 12 can be further enhanced.

【0028】さらにこの実施例においては、アンカー部
材22には弾性シール部材15の外圧受圧面15c側に
坑口充填材を注入するための注入管23が固設されてい
るので、トンネルの一次覆工後に坑口12内の弾性シー
ル部材15の外圧受圧面15c側に充填材を容易に注入
することができ、充填材の注入により、坑口12の気密
性をより高めることができる。充填材としてセメント等
の硬化性充填材を用いると坑口12と一次覆工用セグメ
ントとの間を充填材で一体に固めるとことができる。一
方、ウレタンフォーム等の弾力性充填材を用いた場合、
坑口12と一次覆工用セグメントとの間を可撓継手構造
とすることができ、耐震性に優れた竪坑の坑口シール装
置とすることができる。
Further, in this embodiment, since the anchor member 22 is fixedly provided with the injection pipe 23 for injecting the wellhead filling material on the external pressure receiving surface 15c side of the elastic seal member 15, the primary lining of the tunnel is performed. After that, the filler can be easily injected into the outer side pressure receiving surface 15c side of the elastic seal member 15 in the wellhead 12, and the airtightness of the wellhead 12 can be further increased by injecting the filler. When a hardening filler such as cement is used as the filling material, the space between the wellhead 12 and the primary lining segment can be integrally solidified with the filling material. On the other hand, when an elastic filler such as urethane foam is used,
A flexible joint structure can be formed between the wellhead 12 and the primary lining segment, and a wellhole seal device for a vertical shaft having excellent earthquake resistance can be provided.

【0029】図5および図6は本発明の第2実施例を示
したものである。同図において上記第1実施例と同様の
構成部材には同一参照符号が付してある。
5 and 6 show a second embodiment of the present invention. In the figure, the same components as those of the first embodiment are designated by the same reference numerals.

【0030】この実施例では、アンカー部材22の他端
には坑口12の内径寸法より小さく且つトンネル掘削機
等の外形寸法より大きい内周部24bを有する環状の第
2取付板24が取付板14と対向して固着されており、
第2取付板24の取付板14と対向する背面24dに
は、トンネル掘削機等の外形寸法より小さい内周部25
bを有する環状の第2弾性シール部材25が配設され、
該第2弾性シール部材25の外周部25aはその背面2
5dに配設された環状の第2押さえ板29と第2取付板
24とにより全周にわたりサンドイッチ状に挟持され、
且つ複数個のボルト30とナット31により第2取付板
24に締結固定されている。
In this embodiment, at the other end of the anchor member 22, an annular second mounting plate 24 having an inner peripheral portion 24b smaller than the inner diameter of the wellhead 12 and larger than the outer dimension of a tunnel excavator or the like is mounted. It is fixed opposite to,
The rear surface 24d of the second mounting plate 24 facing the mounting plate 14 has an inner peripheral portion 25 smaller than the outer dimensions of the tunnel excavator or the like.
An annular second elastic seal member 25 having b is disposed,
The outer peripheral portion 25a of the second elastic seal member 25 has a rear surface 2
It is sandwiched by the annular second pressing plate 29 and the second mounting plate 24, which are arranged in 5d, in a sandwich shape,
Further, it is fastened and fixed to the second mounting plate 24 by a plurality of bolts 30 and nuts 31.

【0031】そして、第2押さえ板29の内周部29b
には第2弾性シール部材25の背面25dを外圧に抗し
て支える複数個の揺動板26が第2押さえ板29の全周
に沿って放射状に配置され、且つ枢軸27を介して第2
押さえ板29に揺動可能に枢支されている。
The inner peripheral portion 29b of the second pressing plate 29
A plurality of swing plates 26, which support the back surface 25d of the second elastic seal member 25 against external pressure, are radially arranged along the entire circumference of the second pressing plate 29, and the second swing plate 26 is connected to the second pressing plate 29 via the pivot 27.
The pressing plate 29 is pivotally supported so as to be swingable.

【0032】したがって、この第2実施例においては、
坑口12内に充填材を所定の圧力で注入することによ
り、第2押さえ板29を外圧に抗して第2弾性シール部
材25の背面25dに押し付けることができるので、第
2取付板24と第2弾性シール部材25との間に高い気
密性を確保することができる。したがって、第2押さえ
板29と第2揺動板26とにより背面を支持される第2
弾性シール部材25によって坑口12の気密性をさらに
高めることができる。
Therefore, in this second embodiment,
By injecting the filling material into the wellhead 12 at a predetermined pressure, the second pressing plate 29 can be pressed against the back surface 25d of the second elastic seal member 25 against the external pressure, so that the second mounting plate 24 and the second mounting plate 24 can be pressed against each other. High airtightness can be secured between the two elastic seal members 25. Therefore, the second holding plate 29 and the second swinging plate 26 support the back surface of the second holding plate 29.
The elastic sealing member 25 can further enhance the airtightness of the wellhead 12.

【0033】以上、図示実施例につき説明したが、本発
明発明上記実施例の態様のみに限定されるものではな
く、特許請求の範囲に記載した発明の範囲内においてそ
の構成要素に更に種々の変更を加えることができる。例
えば坑口形状は円形若しくは略円形のものに限られず、
坑口の形状に応じて取付板や弾性シール部材の輪郭形状
に変更を加えることができる。また、環状の弾性シール
部材は板材状のものに限られず、例えば内周側をチュー
ブ状に形成したものであってもよい。この場合、トンネ
ル掘削後、弾性シール部材のチューブ部分内に圧縮空気
を供給することによりチューブ部分を坑口内面および一
次覆工セグメント等の外周に密着させシール効果を高め
ることができる。さらに、本発明による坑口シール装置
は、トンネル掘削機の到達用坑口や、竪坑内の推進機に
より推進される推進管(ヒューム管)の発進用又は到達
用坑口にも同様に適用することができる。
Although the illustrated embodiments have been described above, the present invention is not limited to the embodiments of the above-mentioned embodiments, and various modifications may be made to the constituent elements within the scope of the invention described in the claims. Can be added. For example, the wellhead shape is not limited to a circular or substantially circular shape,
The contour shapes of the mounting plate and the elastic seal member can be changed according to the shape of the wellhead. Further, the annular elastic seal member is not limited to a plate-like member, and may be, for example, a member having an inner peripheral side formed in a tube shape. In this case, after excavating the tunnel, by supplying compressed air into the tube portion of the elastic seal member, the tube portion can be brought into close contact with the inner surface of the wellhead and the outer periphery of the primary lining segment, etc., and the sealing effect can be enhanced. Furthermore, the wellhead seal device according to the present invention can be similarly applied to the reaching wellhead of a tunnel excavator and the starting or reaching wellhead of a propulsion pipe (fume pipe) propelled by a propulsion device in a vertical shaft. .

【0034】[0034]

【発明の効果】以上の説明から明らかなように、本発明
は、竪坑の坑口寸法より小さく且つトンネル掘削機等の
外形寸法より大きい内周部を有する環状の取付板の外周
部を竪坑の坑口に固設し、トンネル掘削機等の外形寸法
より小さい内周部を有する環状の弾性シール部材の外周
部を取付板の外圧受圧面側に取り付け、さらに、弾性シ
ール部材の背面を外圧に抗して支える複数個の揺動板を
取付板の内周部に沿って弾性シール部材の背面側に放射
状に配置し取付板に揺動可能に枢支させたので、簡単な
構成で弾性シール部材と竪坑の坑口との間のシール性を
高めることができる竪坑の坑口シール装置を提供するこ
とができる。
As is apparent from the above description, according to the present invention, the outer peripheral portion of the annular mounting plate having the inner peripheral portion smaller than the hole size of the vertical shaft and larger than the outer size of the tunnel excavator and the like is formed in the vertical hole. Fixed to the outer peripheral portion of the annular elastic seal member having an inner peripheral portion smaller than the outer dimensions of the tunnel excavator, etc., is attached to the external pressure receiving surface side of the mounting plate, and the rear surface of the elastic seal member is resistant to external pressure. Since a plurality of swing plates that are supported by the mounting plate are radially arranged along the inner peripheral portion of the mounting plate on the back side of the elastic seal member and pivotally supported by the mounting plate so as to swing, the elastic seal member It is possible to provide a wellhead seal device for a vertical shaft that can improve the sealing performance between the shaft and the shafthole.

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

【図1】 本発明を発進用坑口に適用した場合の第1実
施例を示す坑口シール装置の概略正面図である。
FIG. 1 is a schematic front view of a wellhead sealing device showing a first embodiment when the present invention is applied to a starting wellhead.

【図2】 図1に示す坑口シール装置の図1中2−2線
に沿った概略断面図である。
2 is a schematic cross-sectional view of the wellhead sealing device shown in FIG. 1 taken along line 2-2 in FIG.

【図3】 図1に示す坑口シール装置の要部拡大垂直断
面図である。
FIG. 3 is an enlarged vertical sectional view of an essential part of the wellhead sealing device shown in FIG.

【図4】 図1に示す坑口シール装置の要部斜視図であ
る。
FIG. 4 is a perspective view of a main part of the wellhead sealing device shown in FIG. 1.

【図5】 本発明の第2実施例を示す竪坑の坑口シール
装置の図2と類似の断面図である。
FIG. 5 is a sectional view similar to FIG. 2 of a shaft entrance sealing device for a vertical shaft according to a second embodiment of the present invention.

【図6】 図5に示す竪坑の坑口シール装置の要部拡大
垂直断面図である。
FIG. 6 is an enlarged vertical sectional view of a main part of the shaft entrance sealing device for the vertical shaft shown in FIG.

【符号の説明】[Explanation of symbols]

13 坑口シール装置 14 取付板 15 弾性シール部材 16 揺動板 17 枢軸 18,18 ブラケット 19 押さえ板 20 ボルト 21 ナット 22 アンカー部材 23 注入管 24 第2取付板 25 第2弾性シール部材 26 第2揺動板 27 枢軸 29 第2押さえ板 30 ボルト 31 ナット 13 Wellhead Sealing Device 14 Mounting Plate 15 Elastic Seal Member 16 Swing Plate 17 Axis 18, 18 Bracket 19 Holding Plate 20 Bolt 21 Nut 22 Anchor Member 23 Injection Pipe 24 Second Mounting Plate 25 Second Elastic Seal Member 26 Second Swing Plate 27 Axis 29 Second Holding Plate 30 Bolt 31 Nut

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 トンネル掘削機、推進管等の発進又は到
達のために竪坑の坑壁に形成された坑口を外圧に抗して
シールするシール装置であって、 前記坑口に固設される外周部と前記坑口寸法より小さく
且つトンネル掘削機等の外形寸法より大きい内周部とを
有する環状の取付板と、 該取付板の外圧受圧面側に取り付けられる外周部とトン
ネル掘削機等の外形寸法より小さい内周部とを有する環
状の弾性シール部材と、 前記取付板の内周部に沿って弾性シール部材の背面側に
放射状に配置され、前記取付板に揺動可能に枢支されて
弾性シール部材の背面を外圧に抗して支える複数個の揺
動板と、を備えていることを特徴とする竪坑の坑口シー
ル装置。
1. A sealing device for sealing a well hole formed in a well wall of a vertical shaft against the external pressure to start or reach a tunnel excavator, a propulsion pipe, or the like, the outer periphery being fixed to the well hole. Portion and an annular mounting plate having an inner peripheral portion smaller than the wellhead dimension and larger than the outer dimension of the tunnel excavator, an outer peripheral portion attached to the external pressure receiving surface side of the mounting plate, and the outer dimension of the tunnel excavator, etc. An annular elastic seal member having a smaller inner peripheral portion, radially arranged on the rear side of the elastic seal member along the inner peripheral portion of the mounting plate, and elastically pivotably supported by the mounting plate. A well shaft sealing device for a vertical shaft, comprising: a plurality of rocking plates that support the back surface of the sealing member against external pressure.
【請求項2】 前記弾性シール部材の外周部がその外圧
受圧面側に配設された環状の押さえ板と前記取付板とに
より全周にわたりサンドイッチ状に挟持され、且つ複数
個のボルトとナットにより前記取付板に締結固定されて
いることを特徴とする請求項1記載の竪坑の坑口シール
装置。
2. The outer peripheral portion of the elastic seal member is sandwiched between the annular pressure plate and the mounting plate disposed on the external pressure receiving surface side, and is sandwiched by a plurality of bolts and nuts. The shaft entrance sealing device according to claim 1, wherein the device is fastened and fixed to the mounting plate.
【請求項3】 前記取付板が前記坑口の内周面に沿って
前記坑壁内に埋設される筒状のアンカー部材の一端に固
着されていることを特徴とする請求項1記載の竪坑の坑
口シール装置。
3. The shaft according to claim 1, wherein the attachment plate is fixed to one end of a cylindrical anchor member embedded in the pit wall along the inner peripheral surface of the pit. Wellhead sealing device.
【請求項4】 前記アンカー部材には前記弾性シール部
材の外圧受圧面側に坑口充填材を注入するための注入管
が固設されていることを特徴とする請求項3記載の竪坑
の坑口シール装置。
4. A wellhead seal for a vertical shaft according to claim 3, wherein said anchor member is fixedly provided with an injection pipe for injecting a wellhead filler on the external pressure receiving surface side of said elastic seal member. apparatus.
【請求項5】 前記アンカー部材の他端には前記坑口寸
法より小さく且つトンネル掘削機等の外形寸法より大き
い内周部を有する環状の第2取付板が前記取付板と対向
して固着され、 前記第2取付板の前記取付板と対向する背面には、トン
ネル掘削機等の外形寸法より小さい内周部を有する環状
の第2弾性シール部材が配設され、該第2弾性シール部
材の外周部はその背面に配設された環状の第2押さえ板
と前記第2取付板とにより全周にわたりサンドイッチ状
に挟持され、且つ複数個のボルトとナットにより前記第
2取付板に締結固定され、 前記第2押さえ板の内周部には前記第2弾性シール部材
の背面を外圧に抗して支える複数個の揺動板が前記第2
押さえ板の全周に沿って放射状に配置され、且つ前記第
2押さえ板に揺動可能に枢支されていることを特徴とす
る請求項3または4記載の竪坑の坑口シール装置。
5. An annular second mounting plate having an inner peripheral portion smaller than the wellhead dimension and larger than the outer dimension of a tunnel excavator or the like is fixed to the other end of the anchor member so as to face the mounting plate. An annular second elastic seal member having an inner peripheral portion smaller than the outer dimensions of a tunnel excavator or the like is disposed on the back surface of the second mounting plate facing the mounting plate, and the outer periphery of the second elastic seal member. The part is sandwiched between the annular second pressing plate and the second mounting plate arranged on the back surface in a sandwich shape, and is fastened and fixed to the second mounting plate by a plurality of bolts and nuts. A plurality of rocking plates for supporting the back surface of the second elastic seal member against the external pressure is provided on the inner peripheral portion of the second pressing plate.
5. The wellhead sealing device for a vertical shaft according to claim 3, wherein the pressing plate is radially arranged along the entire circumference of the pressing plate and is pivotally supported by the second pressing plate so as to be swingable.
JP31776292A 1992-11-03 1992-11-03 Vertical shaft well seal device Expired - Fee Related JPH076349B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31776292A JPH076349B2 (en) 1992-11-03 1992-11-03 Vertical shaft well seal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31776292A JPH076349B2 (en) 1992-11-03 1992-11-03 Vertical shaft well seal device

Publications (2)

Publication Number Publication Date
JPH06146778A JPH06146778A (en) 1994-05-27
JPH076349B2 true JPH076349B2 (en) 1995-01-30

Family

ID=18091763

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31776292A Expired - Fee Related JPH076349B2 (en) 1992-11-03 1992-11-03 Vertical shaft well seal device

Country Status (1)

Country Link
JP (1) JPH076349B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100342029B1 (en) * 1999-06-07 2002-06-27 탁승호 Surface-travelling mobile apparatus and cleaning apparatus using the same

Also Published As

Publication number Publication date
JPH06146778A (en) 1994-05-27

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