JP4179416B2 - Opening water stop structure and opening water stop method in propulsion method - Google Patents

Opening water stop structure and opening water stop method in propulsion method Download PDF

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JP4179416B2
JP4179416B2 JP2004085034A JP2004085034A JP4179416B2 JP 4179416 B2 JP4179416 B2 JP 4179416B2 JP 2004085034 A JP2004085034 A JP 2004085034A JP 2004085034 A JP2004085034 A JP 2004085034A JP 4179416 B2 JP4179416 B2 JP 4179416B2
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opening
annular
closing member
leading machine
propulsion
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JP2005273205A (en
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森田泰司
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Taisei Corp
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Description

本発明は、推進工法において、立坑内に設けた開口部から掘進する先導機と開口部との隙間、及び先導機の後端部に配置した推進函体と開口部との隙間から、土砂水等が流出するのを防止するための推進工法における開口部止水構造及び開口部止水方法に関する。   In the propulsion method, the present invention provides a soil water from a gap between the opening machine and the opening machined from the opening provided in the shaft, and a gap between the propulsion box and the opening arranged at the rear end of the machine. It is related with the opening part water stop structure and the opening part water stop method in the propulsion method for preventing outflow etc.

シールド工法や推進工法などによって、特に大きな断面積を有する空間を構築する場合には、まず、構築すべき空間を包囲するように、掘進機等により多数本のトンネルを隣接して構築し、次に、それぞれのトンネルの内部にコンクリートを充填して空間の天井、壁に相当する外殻を形成し、その後、空間となる外殻内を掘削するといった方法が用いられている(例えば特許文献1参照)。   When constructing a space with a particularly large cross-sectional area by shield method or propulsion method, first construct a number of tunnels adjacent to each other with an excavator to surround the space to be constructed. In addition, a method is used in which concrete is filled in each tunnel to form an outer shell corresponding to the ceiling or wall of the space, and then the inside of the outer shell that becomes the space is excavated (for example, Patent Document 1). reference).

特公平7−86320号公報(第2頁、図2)Japanese Examined Patent Publication No. 7-86320 (2nd page, Fig. 2)

このような方法では、多数本のトンネルが空間の外殻の役割を果たすことになるため、隣接して構築されるトンネル同士を隙間があかないように構築する必要がある。
このため、推進工法を用いて行う場合には、図4に示すように、推進函体aの外形寸法を掘進用の先導機bの外形寸法よりも小さく設定しておき、先導機bで掘削した地盤と、先導機bの後端部に配置した推進函体aとの隙間をモルタル等の改良層cで埋めることによりトンネルdを構築するとともに、隣接するトンネルeを、先導機bが先行して構築されたトンネルdの改良層cを掘削して、トンネルdと多少重なるように構築していくこととなる。
In such a method, since a large number of tunnels serve as outer shells of space, it is necessary to construct adjacent tunnels so that there is no gap between them.
For this reason, when the propulsion method is used, as shown in FIG. 4, the outer dimension of the propelling box a is set smaller than the outer dimension of the leading machine b for excavation, and excavated by the leading machine b. The tunnel d is constructed by filling the gap between the ground and the propelling box a disposed at the rear end of the leading machine b with an improvement layer c such as mortar, and the leading machine b leads the adjacent tunnel e. The improved layer c of the tunnel d constructed in this way is excavated and constructed so as to overlap with the tunnel d somewhat.

ところで、特許文献1のような比較的大きな空間する構築する方法を、推進工法を用いて行う場合には、通常の推進工法における問題点も含め、次のような問題がある。
<1>立坑の壁面は一般的にコンクリート等の土留壁で覆い、先導機が貫入するための開口部を設ける。
このため、通常の推進工法でも起こりうる問題として、先導機が開口部から一定距離まで貫入すると、先導機と開口部との間に生じた隙間から地下水で流動化した土砂等が立坑内に流入してくる可能性がある。
先導機の外形寸法と開口部の寸法とが一致していれば、先導機の貫入後にも土砂水の流入は発生しないはずであるが、実際には掘進中に、機体にわずかな傾斜や変形などが生じることから、両者の形状寸法を完全に一致させることは困難であり、先導機と開口部との隙間の発生は避けられない。
<2>特に、先導機と推進函体との外形寸法に大きな差がある場合には、先導機が開口部から貫入掘進して推進函体が開口部内に達すると、推進函体と開口部との間に大きな隙間が生じてしまう。
したがって、この隙間から土砂水等が立坑内に流入してくる可能性がある。
By the way, when the method of constructing a relatively large space as in Patent Document 1 is performed using the propulsion method, there are the following problems including problems in the normal propulsion method.
<1> The wall surface of the vertical shaft is generally covered with a retaining wall such as concrete, and an opening through which the leading machine penetrates is provided.
For this reason, as a problem that may occur even in the normal propulsion method, when the leading machine penetrates a certain distance from the opening, earth and sand fluidized by groundwater flows into the shaft from the gap formed between the leading machine and the opening. There is a possibility of coming.
If the outer dimensions of the leading machine match the dimensions of the opening, inflow of earth and sand water should not occur even after the penetration of the leading machine, but in reality, the aircraft is slightly inclined or deformed during excavation. Therefore, it is difficult to make the shape and dimensions of the two completely coincide with each other, and a gap between the leading machine and the opening is unavoidable.
<2> Especially when there is a large difference in the external dimensions of the leading machine and the propelling box, when the leading machine penetrates from the opening and the propelling box reaches the opening, the propelling box and the opening A large gap will be created between the two.
Therefore, earth and sand water or the like may flow into the shaft from this gap.

本発明は上記したような従来の問題を解決するためになされたもので、先導機と推進函体との外形寸法が大きく異なる場合であっても、先導機及び推進函体と開口部との隙間から、土砂水が流出するのを確実に防止することができる推進工法における開口部止水構造及び開口部止水方法を提供することを目的とする。   The present invention has been made to solve the above-described conventional problems, and even when the outer dimensions of the leading machine and the propulsion box are greatly different, the leading machine, the propulsion box, and the opening are not provided. An object of the present invention is to provide an opening water stop structure and an opening water stop method in a propulsion method capable of surely preventing outflow of earth and sand water from a gap.

上記のような目的を達成するための本発明の推進工法における開口部止水構造は、立坑内に設けた開口部から掘進する先導機及びこの先導機の外形よりも小さい外形を有し、先導機の後端部に配置した推進函体と、開口部との隙間から、土砂水が流出するのを防止するための推進工法における開口部止水構造であって、先導機と開口部との隙間を閉塞するように、この開口部に取り付けた第1の環状閉塞部材と、推進函体の外周に配置した環状の部材であって、第1の環状閉塞部材に全周にわたり接触可能な形状を有し、前端が先導機の後端に接するように固定した第2の環状閉塞部材と、を備え、第2の環状閉塞部材は、掘進により先導機の後端が第1の環状閉塞部材内に到達すると、推進函体との固定を解除し、かつ、第1の環状閉塞部材に全周にわたって接触する状態で固定することにより、推進函体と第1の環状閉塞部材との隙間を閉塞するものである。   The opening water stop structure in the propulsion method of the present invention for achieving the above-described object has a leading machine that digs out from the opening provided in the shaft and an outer shape smaller than the outer shape of the leading machine. An opening water stop structure in the propulsion method for preventing earth and sand water from flowing out from the gap between the propulsion box disposed at the rear end of the machine and the opening. A first annular closing member attached to the opening so as to close the gap, and an annular member disposed on the outer periphery of the propelling box, and can be in contact with the first annular closing member over the entire circumference And a second annular closure member fixed so that the front end is in contact with the rear end of the leading machine, and the second annular closure member has a first annular closure member whose rear end is advanced by excavation When it reaches the inside, the fixing with the propelling box is released, and the first annular closing portion The by fixing in a state of contact over the entire circumference, it is to close the gap between the propulsion a box body and a first annular closing member.

また、本発明の推進工法における開口部止水方法は、立坑内に設けた開口部から掘進する先導機及びこの先導機の外形よりも小さい外形を有し、先導機の後端部に配置した推進函体と、開口部との隙間から、土砂水が流出するのを防止するための推進工法における開口部止水方法であって、開口部に第1の環状閉塞部材を取り付けて先導機と開口部との隙間を閉塞し、第1の環状閉塞部材に全周にわたり接触可能な形状を有する第2の環状閉塞部材を、前端が先導機の後端に接するように推進函体の外周に固定配置して、掘進により先導機の後端が第1の環状閉塞部材内に到達した際に、第2の環状閉塞部材を、推進函体との固定を解除し、かつ、第1の環状閉塞部材に全周にわたって接するように固定することにより、推進函体と第1の環状閉塞部材との隙間を閉塞するものである。   Further, the water stop method for the opening in the propulsion method of the present invention has a leading machine that digs from the opening provided in the shaft and an outer shape smaller than the outer shape of the leading machine, and is arranged at the rear end of the leading machine. An opening water stop method in a propulsion method for preventing earth and sand water from flowing out from a gap between a propulsion box and an opening, wherein a first annular closing member is attached to the opening and a leading machine A second annular closing member having a shape capable of closing the gap with the opening and being able to contact the first annular closing member over the entire circumference is provided on the outer periphery of the propelling box so that the front end is in contact with the rear end of the leading machine. When the rear end of the leading machine reaches the first annular closing member by excavation, the second annular closing member is released from being fixed to the propelling box, and the first annular By fixing the closure member so as to be in contact with the entire circumference, the propelling box and the first ring It is to close the gap between the closing member.

以上説明したように、本発明の推進工法における開口部止水構造及び開口部止水方法は、次のような効果を得ることができる。
<1>開口部に取り付けた第1の環状閉塞部材によって、開口部からの先導機の貫入時に先導機及び開口部の隙間を閉塞するため、立坑への土砂水の流入を防止して、先導機を安全に開口部から発進することができる。
<2>前端が先導機の後端に接するように、第2の環状閉塞部材を推進函体の外周に固定配置することにより、先導機の後端が第1の環状閉塞部材内に到達するとほぼ同時に第2の環状閉塞部材が第1の環状閉塞部材に接する。
したがって、この状態で第2の環状閉塞部材を第1の環状閉塞部材に固定することにより、推進函体及び開口部の隙間を閉塞するので、先導機と推進函体との外形寸法に大きな差がある場合でも、立坑への土砂水の流入を確実に防止して掘進作業を安全に継続することができる。
As described above, the opening water stop structure and the opening water stop method in the propulsion method of the present invention can obtain the following effects.
<1> Since the first annular blocking member attached to the opening closes the gap between the leading machine and the opening when the leading machine penetrates from the opening, the inflow of earth and sand water to the shaft is prevented, leading The machine can be started safely from the opening.
<2> When the rear end of the leading device reaches the first annular closing member by fixing and arranging the second annular closing member on the outer periphery of the propelling box so that the front end contacts the rear end of the leading device. At approximately the same time, the second annular closure member contacts the first annular closure member.
Therefore, by fixing the second annular closing member to the first annular closing member in this state, the clearance between the propulsion box and the opening is closed, so that there is a large difference in the outer dimensions of the leading machine and the propulsion box. Even if there is, it is possible to reliably prevent the inflow of earth and sand water into the shaft and continue the excavation work safely.

以下、本発明を実施するための形態を図面を参照して説明する。   Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.

<1>開口部の構成
推進工法では、図1に示すように、立坑1の壁面に被覆されたコンクリート製の土留壁2に開口部3を設けておく。
そして、この開口部3から、先導機4を貫入掘進するとともに、この先導機4の後端部に配置した推進函体5を押し込んでトンネルを構築していく。
開口部3は、先導機4の断面外形に対応し、この先導機4の断面外形よりも若干大きい相似形またはほぼ相似形(ここでは円形状)に形成しておく。
<1> Configuration of Opening In the propulsion method, as shown in FIG. 1, the opening 3 is provided in the concrete retaining wall 2 covered with the wall surface of the shaft 1.
Then, the leading machine 4 is penetrated from the opening 3 and a propelling box 5 arranged at the rear end of the leading machine 4 is pushed in to construct a tunnel.
The opening 3 corresponds to the cross-sectional outer shape of the leading machine 4 and is formed in a similar shape or a substantially similar shape (here circular shape) slightly larger than the cross-sectional outer shape of the leading machine 4.

<2>開口部止水構造
本発明の推進工法における開口部止水構造6は、先導機4と開口部3との隙間、及び推進函体5と開口部3との隙間を閉塞して、土砂水が開口部3から流出するのを防止するためのものである。
開口部止水構造6は、第1の環状閉塞部材7と第2の環状閉塞部材8とを備えている。
<2> Opening water stop structure The open water stop structure 6 in the propulsion method of the present invention closes the gap between the leading machine 4 and the opening 3 and the gap between the propelling box 5 and the opening 3. This is to prevent earth and sand water from flowing out of the opening 3.
The opening water stop structure 6 includes a first annular closing member 7 and a second annular closing member 8.

<3>第1の環状閉塞部材
第1の環状閉塞部材7は、第1の環状閉塞部材本体9及び第1のエントランスパッキン10を備えている。
第1の環状閉塞部材本体9は、開口部3に沿って土留壁2の表面に固定的に取り付ける。
第1の環状閉塞部材本体9の断面内形は、先導機4の(軸方向)断面外形に対応し、この先導機4の断面外形よりも若干大きい相似形またはほぼ相似形(ここでは円形状)に形成しておく。
第1のエントランスパッキン10は、例えばゴム弾性材料で環状かつ板状に形成し、第1の環状閉塞部材本体9の後端面または入口側端面に全周にわたって設ける。
また、第1のエントランスパッキン10は、先導機4が第1の環状閉塞部材本体9内に入ったときに先導機4の外周に接触するように、内端部を第1の環状閉塞部材本体9の内端部よりも内側に突出して設ける。
なお、第1の環状閉塞部材本体9は、開口部3の内周面に取り付ける構成とすることもできる。
この場合、開口部3をあらかじめ第1の環状閉塞部材本体9の断面外形に合わせた形状に形成しておく。
<3> First annular closing member The first annular closing member 7 includes a first annular closing member main body 9 and a first entrance packing 10.
The first annular closing member main body 9 is fixedly attached to the surface of the earth retaining wall 2 along the opening 3.
The inner shape of the cross section of the first annular closing member main body 9 corresponds to the (axial direction) sectional outer shape of the leading machine 4, and is a similar or almost similar shape (here circular) slightly larger than the sectional outer shape of the leading machine 4 ).
The first entrance packing 10 is formed, for example, in an annular and plate shape with a rubber elastic material, and is provided on the rear end surface or the inlet side end surface of the first annular closing member body 9 over the entire circumference.
Further, the first entrance packing 10 has an inner end portion that is in contact with the outer periphery of the leading machine 4 when the leading machine 4 enters the first annular closing member body 9. 9 is provided so as to protrude inward from the inner end portion of 9.
The first annular closing member main body 9 can also be configured to be attached to the inner peripheral surface of the opening 3.
In this case, the opening 3 is formed in advance in a shape that matches the cross-sectional outline of the first annular closing member main body 9.

<4>第2の環状閉塞部材
第2の環状閉塞部材8は、第2の環状閉塞部材本体11及び第2のエントランスパッキン12を備えている。
第2の環状閉塞部材本体11は、前端または前端面が先導機4の後端または後端面と接するように、後端側に設けた固定部材13により推進函体5の外周に固定配置する。
固定部材13による第2の環状閉塞部材本体11の推進函体5への固定は、例えばボルト締結など公知の方法を採用できる。
あるいは、推進函体5に固定した固定部材13と推進掘削機9の後端または後端面とで挟持することにより、第2の環状閉塞部材8または第2の環状閉塞部材本体11を位置決め固定する構成とすることもできる。
第2の環状閉塞部材本体11の断面外形は、先導機4の断面外形よりも大きく、あるいは先導機4の断面外形とほぼ等しく形成し、第1の環状閉塞部材本体9に全周にわたり接触できるようにしておく。
推進函体5の断面外形は、先導機4の断面外形内に収まる寸法を有する形状(ここでは正方形状)に形成してあるため、第2の環状閉塞部材本体11の断面内形は、推進函体5の断面外形に対応して、推進函体5の断面外形よりも若干大きい相似形またはほぼ相似形(ここでは正方形状)に形成しておく。
第2のエントランスパッキン12は、例えばゴム弾性材料で環状かつ板状に形成し、第2の環状閉塞部材本体11の後端面に全周にわたって設ける。
また、第2のエントランスパッキン12は、推進函体5の外周に接触するように、内端部を第2の環状閉塞部材本体11の内端部よりも内側に突出して設ける。
第2の環状閉塞部材8は、推進函体5の前端側から嵌め付けることにより、エントランスパッキン12の内端部が、前方に向かって弾性変形して第2の環状閉塞部材本体11と推進函体5との間に入り込んだ状態で、推進函体5の外周に密封的に接触している。
なお、エントランスパッキン10、12としてはそれぞれ、従来公知のブラシ、板体がスライドするもの、あるいは板体が開閉するものなど、内端部が先導機4または推進函体5の外周に接触して開口部3からの土砂水の流出を阻止できる構成のものを広く採用することができる。
<4> Second annular closure member The second annular closure member 8 includes a second annular closure member main body 11 and a second entrance packing 12.
The second annular closing member main body 11 is fixedly disposed on the outer periphery of the propulsion box 5 by a fixing member 13 provided on the rear end side so that the front end or the front end surface is in contact with the rear end or rear end surface of the leading device 4.
For fixing the second annular closing member main body 11 to the propelling box 5 by the fixing member 13, a known method such as bolt fastening can be adopted.
Alternatively, the second annular closing member 8 or the second annular closing member main body 11 is positioned and fixed by being sandwiched between the fixing member 13 fixed to the propulsion box 5 and the rear end or rear end face of the propulsion excavator 9. It can also be configured.
The cross-sectional outer shape of the second annular closing member main body 11 is larger than the cross-sectional external shape of the leading machine 4 or substantially equal to the cross-sectional outer shape of the leading machine 4, and can contact the first annular closing member main body 9 over the entire circumference. Keep it like that.
Since the cross-sectional outer shape of the propulsion box 5 is formed in a shape (here, a square shape) having a size that fits within the cross-sectional outer shape of the leading machine 4, the cross-sectional inner shape of the second annular closure member body 11 is propulsion. Corresponding to the cross-sectional outline of the box 5, it is formed in a similar shape or a substantially similar shape (here, a square shape) slightly larger than the cross-sectional outline of the propelling box 5.
The second entrance packing 12 is formed in a ring shape and a plate shape, for example, with a rubber elastic material, and is provided on the rear end surface of the second annular closing member main body 11 over the entire circumference.
The second entrance packing 12 is provided with an inner end projecting inward from the inner end of the second annular closing member main body 11 so as to come into contact with the outer periphery of the propelling box 5.
The second annular closing member 8 is fitted from the front end side of the propelling box 5 so that the inner end portion of the entrance packing 12 is elastically deformed forward and the second annular closing member main body 11 and the propulsion box. In a state of being in contact with the body 5, the outer periphery of the propelling box 5 is hermetically contacted.
Each of the entrance packings 10 and 12 has an inner end contacting the outer periphery of the leading machine 4 or the propelling box 5 such as a conventionally known brush, a plate that slides, or a plate that opens and closes. The thing of the structure which can prevent the outflow of earth and sand water from the opening part 3 can be employ | adopted widely.

<5>推進掘削機の貫入
開口部3を設けた土留壁2の背面の地盤は、土砂が崩壊しないように薬液注入などによりあらかじめ地盤改良を施しておく。
先導機4は、後端部に配置した推進函体5を立坑1内に設置したジャッキ(図示せず)により押圧することで、開口部3から壁面地盤に貫入する。
このとき、図2に示すように、第1の環状閉塞部材7は、先導機4の挿入により、第1のエントランスパッキン10の内端部が、前方に向かって弾性変形して第1の環状閉塞部材本体9と先導機4との間に入り込んだ状態で、先導機4の外周に密封的に接触する。
その後、先導機4は、第1のエントランスパッキン10の内端部をこすりながら掘進していく。
したがって、先導機4の貫入の際には、第1の環状閉塞部材7によって先導機4と開口部3との隙間は閉塞されて水密性が図られ、第1のエントランスパッキン10の内端部が、土砂水の流出方向に反して前方に撓んだ状態で先導機4の外周に押し付けられることから、開口部3からの土砂水の流出が確実に阻止される。
<5> Penetration of the propulsion excavator The ground on the back of the retaining wall 2 provided with the opening 3 is previously improved by chemical injection or the like so that the earth and sand do not collapse.
The leading machine 4 penetrates the wall surface ground from the opening 3 by pressing the propelling box 5 arranged at the rear end portion with a jack (not shown) installed in the shaft 1.
At this time, as shown in FIG. 2, the first annular closing member 7 has the first annular sealing member 7 in which the inner end portion of the first entrance packing 10 is elastically deformed forward by the insertion of the leading device 4. In a state of entering between the closing member main body 9 and the leading machine 4, the outer periphery of the leading machine 4 is hermetically contacted.
Thereafter, the leading machine 4 digs while rubbing the inner end portion of the first entrance packing 10.
Therefore, when the leading machine 4 penetrates, the gap between the leading machine 4 and the opening 3 is closed by the first annular closing member 7 to achieve water tightness, and the inner end of the first entrance packing 10 However, since it is pressed against the outer periphery of the leading machine 4 in a state of being bent forward against the outflow direction of the earth and sand water, the outflow of earth and sand water from the opening 3 is reliably prevented.

<6>第2の環状閉塞部材の固定解除及び固定
貫入後の掘進により先導機4の後端が第1の環状閉塞部材7内に到達し、第2の環状閉塞部材本体11が第1の環状閉塞部材本体9に全周にわたって接触したら、先導機4の掘進を一時停止する。
次に、固定部材13を推進函体5から取り外して第2の環状閉塞部材本体11の推進函体5への固定を解除する。
そして、第2の環状閉塞部材本体11を、第1の環状閉塞部材本体9との接触を保ったまま、この第1の環状閉塞部材本体9に固定する。
これにより、推進函体5と開口部3との隙間が閉塞されて水密性が図られる。
図3に示すように、第2のエントランスパッキン12の内端部が、土砂水の流出方向に反して前方に撓んだ状態で推進函体5の外周に押し付けられていることから、推進函体5をさらに前方に押し込んでいっても、推進函体5と第2のエントランスパッキン12との接触状態が保持され、開口部3からの土砂水の流出が確実に阻止される。
第2の環状閉塞部材本体11は、ボルトにより固定部材13に固定されているのであれば、そのボルトを利用して第1の環状閉塞部材本体9に固定されるように構成することができる。
なお、第2の環状閉塞部材本体11を、第1の環状閉塞部材本体9に固定してから、推進函体5との固定を解除するように構成してもよい。
<6> Unlocking and fixing the second annular closing member The rear end of the leading machine 4 reaches the first annular closing member 7 by the digging after the penetration, and the second annular closing member main body 11 is the first annular closing member main body 11 When the annular closing member main body 9 is contacted over the entire circumference, the advancement of the leading machine 4 is temporarily stopped.
Next, the fixing member 13 is removed from the propulsion box 5 to release the second annular closing member main body 11 from being fixed to the propulsion box 5.
Then, the second annular closing member main body 11 is fixed to the first annular closing member main body 9 while maintaining contact with the first annular closing member main body 9.
As a result, the gap between the propelling box 5 and the opening 3 is closed to achieve water tightness.
As shown in FIG. 3, the inner end of the second entrance packing 12 is pressed against the outer periphery of the propulsion box 5 in a state where it is bent forward against the outflow direction of earth and sand water. Even if the body 5 is pushed further forward, the contact state between the propelling box 5 and the second entrance packing 12 is maintained, and the outflow of earth and sand water from the opening 3 is reliably prevented.
If the 2nd annular closure member main part 11 is being fixed to the fixing member 13 with the volt | bolt, it can be comprised so that it may be fixed to the 1st annular closure member main body 9 using the volt | bolt.
In addition, after fixing the 2nd annular closure member main body 11 to the 1st annular closure member main body 9, you may comprise so that fixation with the propelling box 5 may be cancelled | released.

<7>トンネルの構築
第2の環状閉塞部材本体11を第1の環状閉塞部材本体9に固定したら、再び推進函体5を前方に押し込んで先導機4を掘進する。
先導機4の掘進は、地盤切削面を安定させるために、泥水を必要量加えながら行い、かつ、推進函体5の押し込み抵抗を抑えるために、推進函体5の外周に滑材を注入しながら行う。
先導機4により掘削された土砂は、スラリー輸送ポンプ、土砂圧送ポンプ、スクリューコンベアあるいはベルトコンベアなどにより推進函体5内を通して搬出する。
先導機4による掘進作業が終了したら、推進函体5の外周と先導機4による地盤掘削面との間にモルタル等の裏込め注入材を充填し、この裏込め注入材を硬化させて推進函体5の外周に改良層を形成することによりトンネルを構築する。
このときも、第1の環状閉塞部材7及び第2の環状閉塞部材8によって、裏込め注入材が開口部3から立坑1内に流入してしまうといったことが防止される。
<7> Construction of Tunnel After the second annular closing member main body 11 is fixed to the first annular closing member main body 9, the propulsion box 5 is pushed forward again to dig up the leading machine 4.
In order to stabilize the ground cutting surface, the leading machine 4 is dug while adding a necessary amount of muddy water, and in order to suppress the pushing resistance of the propulsion box 5, a lubricant is injected into the outer periphery of the propulsion box 5. While doing.
The sediment excavated by the leading machine 4 is carried out through the propelling box 5 by a slurry transport pump, a sediment transport pump, a screw conveyor or a belt conveyor.
When the excavation work by the leading machine 4 is completed, a backfilling injection material such as mortar is filled between the outer periphery of the propulsion box 5 and the ground excavation surface by the leading machine 4, and the backfilling injection material is hardened and the propulsion box is cured. A tunnel is constructed by forming an improved layer on the outer periphery of the body 5.
Also at this time, the back ring injection material is prevented from flowing into the shaft 1 from the opening 3 by the first annular closure member 7 and the second annular closure member 8.

本発明の開口部止水構造が用いられる推進工法の構成図である。It is a block diagram of the propulsion method in which the opening part water stop structure of this invention is used. 推進工法における開口部止水構造を説明するための図である。It is a figure for demonstrating the opening part water stop structure in a propulsion construction method. 推進工法における開口部止水構造を説明するための図である。It is a figure for demonstrating the opening part water stop structure in a propulsion construction method. 推進工法を用いた大空間を構築する方法を説明するための図である。It is a figure for demonstrating the method to construct | assemble the large space using a propulsion construction method.

符号の説明Explanation of symbols

1・・・・・立坑
3・・・・・開口部
4・・・・・先導機
5・・・・・推進函体
6・・・・・推進工法における開口部止水構造
7・・・・・第1の環状閉塞部材
8・・・・・第2の環状閉塞部材
DESCRIPTION OF SYMBOLS 1 ... Vertical shaft 3 ... Opening part 4 ... Leader machine 5 ... Propulsion box 6 ... Opening water stop structure in propulsion method 7 ... ..First annular closing member 8... Second annular closing member

Claims (2)

立坑内に設けた開口部から掘進する先導機及びこの先導機の外形よりも小さい外形を有し、先導機の後端部に配置した推進函体と、開口部との隙間から、土砂水が流出するのを防止するための推進工法における開口部止水構造であって、
先導機と開口部との隙間を閉塞するように、この開口部に取り付けた第1の環状閉塞部材と、
推進函体の外周に配置した環状の部材であって、第1の環状閉塞部材に全周にわたり接触可能な形状を有し、前端が先導機の後端に接するように固定した第2の環状閉塞部材と、を備え、
第2の環状閉塞部材は、掘進により先導機の後端が第1の環状閉塞部材内に到達すると、推進函体との固定を解除し、かつ、第1の環状閉塞部材に全周にわたって接触する状態で固定することにより、推進函体と第1の環状閉塞部材との隙間を閉塞する、ことを特徴とする推進工法における開口部止水構造。
The leading machine that digs up from the opening provided in the shaft and the outer shape of the leading machine is smaller than that of the leading machine. It is an opening water stop structure in the propulsion method for preventing outflow,
A first annular closing member attached to the opening so as to close the gap between the leading machine and the opening;
A second annular member arranged on the outer periphery of the propulsion box, having a shape that can contact the first annular closing member over the entire circumference, and fixed so that the front end is in contact with the rear end of the leading machine An occlusion member,
When the rear end of the leading machine reaches the first annular closure member by excavation, the second annular closure member releases the fixation with the propelling box and contacts the first annular closure member over the entire circumference. The opening water stop structure in the propulsion method is characterized in that the clearance between the propelling box and the first annular blocking member is closed by fixing in a state where the propulsion method is performed.
立坑内に設けた開口部から掘進する先導機及びこの先導機の外形よりも小さい外形を有し、先導機の後端部に配置した推進函体と、開口部との隙間から、土砂水が流出するのを防止するための推進工法における開口部止水方法であって、
開口部に第1の環状閉塞部材を取り付けて先導機と開口部との隙間を閉塞し、
第1の環状閉塞部材に全周にわたり接触可能な形状を有する第2の環状閉塞部材を、前端が先導機の後端に接するように推進函体の外周に固定配置して、
掘進により先導機の後端が第1の環状閉塞部材内に到達した際に、第2の環状閉塞部材を、推進函体との固定を解除し、かつ、第1の環状閉塞部材に全周にわたって接するように固定することにより、推進函体と第1の環状閉塞部材との隙間を閉塞する、ことを特徴とする推進工法における開口部止水方法。
The leading machine that digs up from the opening provided in the shaft and the outer shape of the leading machine is smaller than that of the leading machine. It is an opening water stop method in the propulsion method for preventing outflow,
A first annular closing member is attached to the opening to close the gap between the leading machine and the opening,
A second annular closing member having a shape that can contact the first annular closing member over the entire circumference is fixedly arranged on the outer periphery of the propelling box so that the front end is in contact with the rear end of the leading machine,
When the rear end of the leading machine reaches the first annular closing member by excavation, the second annular closing member is released from being fixed to the propelling box, and the entire circumference of the first annular closing member is attached to the first annular closing member. The opening water stop method in the propulsion method is characterized in that the clearance between the propelling box and the first annular blocking member is closed by being fixed so as to be in contact therewith.
JP2004085034A 2004-03-23 2004-03-23 Opening water stop structure and opening water stop method in propulsion method Expired - Fee Related JP4179416B2 (en)

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