JP4467477B2 - Entrance entrance for propulsion pipe, structure of entrance for arrival, and water stop method for entrance entrance - Google Patents

Entrance entrance for propulsion pipe, structure of entrance for arrival, and water stop method for entrance entrance Download PDF

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JP4467477B2
JP4467477B2 JP2005204534A JP2005204534A JP4467477B2 JP 4467477 B2 JP4467477 B2 JP 4467477B2 JP 2005204534 A JP2005204534 A JP 2005204534A JP 2005204534 A JP2005204534 A JP 2005204534A JP 4467477 B2 JP4467477 B2 JP 4467477B2
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entrance
pipe
propulsion
filling member
injection
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JP2007023546A (en
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俊輔 白井
正博 神尾
正 吉川
昇 林
善一郎 岩下
恵史 三室
哲人 安藤
普史 小川
健司 松井
宏 江原
善久 山本
広行 斉藤
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Taisei Corp
Kajima Corp
Komatsu Ltd
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Kajima Corp
Komatsu Ltd
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Description

本発明は、推進機を先に推進させ、当該推進機の後から複数の推進管を順次継ながら当該推進管の到達坑口まで推進させて地中管路を構築する推進工法に用いられる推進管の到達用エントランス、到達用エントランスの構造および到達エントランスの止水工法に関するものである。   The present invention is a propulsion pipe used in a propulsion method in which a propulsion unit is propelled first, and a plurality of propulsion pipes are sequentially connected from the rear of the propulsion unit and propulsion is performed to an arrival well of the propulsion pipe to construct an underground conduit. It is related with the entrance for arrival, the structure of the entrance for arrival, and the water stop construction method of the entrance.

トンネルの構築工法として、推進管の発進側立坑内に設置された推進用ジャッキを用いて地中に推進機を推進させ、その後から複数の推進管を順次継ながら推進させることにより、所定の地中管路を構築する推進工法が知られている。   As a tunnel construction method, a propulsion machine is propelled in the ground using a jack for propulsion installed in the shaft on the start side of the propulsion pipe, and then propulsion equipment is propelled while sequentially connecting multiple propulsion pipes. A propulsion method for constructing a middle conduit is known.

本工法は、地下歩道や上下水道などの主として軌道や道路横断道等、比較的短区間を施工する場合の他、発進側と到達側の立坑間に中間部の山留め工として複数の推進管を架け渡し、その内側を掘削して中間部を拡幅する、いわゆるパイプルーフ工法にも適用される(例えば特許文献1,2,3参照)。   In this method, in addition to the construction of relatively short sections such as tracks and road crossing roads such as underground sidewalks and waterworks and sewers, multiple propulsion pipes are installed as intermediate anchors between the start side and the arrival side shafts. It is also applied to a so-called pipe roof construction method that spans and excavates the inside to widen the middle part (see, for example, Patent Documents 1, 2, and 3).

本工法においては、到達側の立坑まで推進した推進機が、到達側立坑の土留め壁を切削して到達坑口を形成し、当該到達坑口から到達立坑内に入り込み、続いて推進管が到達坑口から立坑内に入り込むことで、推進工法は完了する。   In this construction method, the propulsion device propelled to the shaft on the arrival side cuts the earth retaining wall of the arrival side shaft to form the arrival shaft, enters the arrival shaft from the arrival shaft, and then the propulsion pipe reaches the arrival shaft The propulsion method is completed by entering the shaft from the bottom.

ところで、土留め壁に形成された到達坑口には、一般に当該到達坑口と推進機よび推進管との間から土砂や地下水が高圧で立坑内に噴出しないように到達用エントランスが取り付けられ、当該到達用エントランスは当該到達用エントランス内に推進機が収容された後、推進機とともに回収される。   By the way, the arrival entrance formed in the retaining wall is generally provided with an arrival entrance so that earth and sand and groundwater do not blow into the shaft due to high pressure from between the arrival well and the propulsion unit and the propulsion pipe. The entrance is collected together with the propulsion unit after the propulsion unit is accommodated in the entrance for arrival.

従来、この種の到達用エントランスは、例えば図4に図示するように、到達側立坑の土留め壁20に形成された到達坑口21の内側に推進機22および推進管23の先端を収容可能な口径のエントランスパイプ24を取り付け、当該エントランスパイプ24の口元部分に推進機22および推進管23の外径より小径のドーナッツ状に形成されたゴム板パッキン25を取り付けることにより構成され、当該ゴム板パッキン25が推進機22および推進管23の外周面に変形して密着することにより到達坑口21の止水が確保されていた。   Conventionally, this kind of arrival entrance can accommodate the tip of the propulsion unit 22 and the propulsion pipe 23 inside the arrival shaft 21 formed in the retaining wall 20 of the arrival side shaft as shown in FIG. An entrance pipe 24 having a caliber is attached, and a rubber plate packing 25 formed in a donut shape having a smaller diameter than the outer diameter of the propulsion unit 22 and the propulsion pipe 23 is attached to a mouth portion of the entrance pipe 24. 25 was deformed and brought into close contact with the outer peripheral surfaces of the propulsion unit 22 and the propulsion pipe 23, so that the water stop of the arrival wellhead 21 was secured.

特許第3011902号Patent No. 3011902 特開2004−353377号公報JP 2004-353377 A 特公平6−102955号公報Japanese Examined Patent Publication No. 6-102955 特公平7−76507号公報Japanese Patent Publication No. 7-76507 特開平7−81486号公報Japanese Patent Laid-Open No. 7-81486

しかし、ゴム板パッキン25は、高水圧で簡単に変形してしまうおそれがあることから、これを阻止するための様々な補助工法を併せて行う必要があった。   However, since the rubber plate packing 25 may be easily deformed by a high water pressure, it has been necessary to perform various auxiliary methods for preventing this.

また、推進管23として剛でかつ曲率直径のごく小さい管を使用した場合、エントランスパイプ24と推進管23との間のクリアランスを大きめに設ける必要があり、しかもクリアランスはエントランパイプ24の周方向に一定でないため、さらに推進機22および推進管23の到達誤差などもあって、十分に対応しきれないことがあった。   Further, when a rigid pipe having a very small curvature diameter is used as the propulsion pipe 23, it is necessary to provide a large clearance between the entrance pipe 24 and the propulsion pipe 23, and the clearance extends in the circumferential direction of the entrance pipe 24. Since it is not constant, there may be a reaching error of the propulsion unit 22 and the propulsion pipe 23, and there are cases where it is not possible to cope with it sufficiently.

本発明は、以上の課題を解決するためになされたもので、推進管の到達坑口の止水処理を確実に行うことができ、到達用エントランスと推進機をきわめて安全に回収することのできる推進管の到達用エントランス、到達用エントランスの構造および到達用エントランスの止水工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 problems, and it is possible to reliably perform the water stop treatment at the reaching pit of the propulsion pipe, and the propulsion capable of recovering the arrival entrance and the propulsion device extremely safely. It is an object of the present invention to provide a pipe entrance entrance, a structure for the entrance entrance, and a water stop method for the entrance entrance.

請求項1記載の推進管の到達用エントランスは、推進機の後から複数の推進管を順次継ながら推進させて地中管路を構築する推進工法に用いられる到達用エントランスであり、前記推進機および推進管を収容可能な口径に形成されたエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材および当該詰め部材内に前記エントランスパイプの直径方向に埋設された注入管とから構成され、前記詰め部材および注入管は前記推進機によって切削可能な素材から形成されてなることを特徴とするものである。   The entrance for reaching a propulsion pipe according to claim 1 is an entrance for reaching used in a propulsion method for constructing an underground conduit by propelling a plurality of propulsion pipes sequentially after the propulsion unit. And an entrance pipe formed in a diameter capable of accommodating the propulsion pipe, a filling member attached to the mouth of the entrance pipe, and an injection pipe embedded in the diameter direction of the entrance pipe in the filling member, The filling member and the injection tube are formed of a material that can be cut by the propulsion device.

本発明は特に、推進管の到達用エントランスを部品化することにより、取り付けを簡単化して現場施工の省力化等を可能にしたものである。この場合のエントランスパイプには既製の鋼管を利用することができ、また、詰め部材には繊維補強コンクリート等を用いることができる。また、注入管には塩ビ管などの硬質樹脂管を用いることができる。また、注入管はエントランスパイプの直径方向に数本設置してもよく、さらに注入管は少なくとも一端側がエントランパイプの外側に引き出されていれば、他端側はエントランパイプの内方にある程度伸びているだけでもよい。   In particular, the present invention makes it possible to simplify the installation and save labor in the field construction by making the entrance for reaching the propulsion pipe into parts. A ready-made steel pipe can be used for the entrance pipe in this case, and fiber-reinforced concrete or the like can be used for the filling member. Further, a hard resin tube such as a vinyl chloride tube can be used as the injection tube. In addition, several injection pipes may be installed in the diameter direction of the entrance pipe. Further, if at least one end of the injection pipe is drawn out of the entrance pipe, the other end extends to the inside of the entrance pipe to some extent. Just be there.

請求項2記載の推進管の到達用エントランスの構造は、推進機の後から複数の推進管を順次継ながら推進させて地中管路を構築する推進工法に用いられる到達用エントランスの構造であり、前記推進機および推進管を収容可能な口径に形成され、前記推進管の到達坑口に取り付けられたエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材と当該詰め部材内に前記エントランスパイプの直径方向に埋設された注入管とから構成され、前記詰め部材および注入管は前記推進機で切削可能な素材から形成されてなることを特徴とするものである。   The structure of the entrance for reaching the propulsion pipe according to claim 2 is the structure of the entrance for reaching used for the propulsion method of constructing the underground pipe line by propelling the propulsion unit while sequentially propagating a plurality of propulsion pipes. An entrance pipe that is formed to have a diameter capable of accommodating the propulsion unit and the propulsion pipe, and is attached to an arrival well of the propulsion pipe; a stuffing member attached to a mouth of the entrance pipe; and the entrance pipe in the stuffing member The filling member and the injection tube are made of a material that can be cut by the propulsion device.

請求項3記載の推進管の到達エントランスの止水工法は、推進機の後から複数の推進管を順次継ながら推進させて地中管路を構築する推進工法に用いられる到達用エントランスの止水工法であり、前記推進機および推進管を収容可能な口径に形成されたエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材と当該詰め部材内に前記エントランスパイプの直径方向に埋設された注入管とからなる到達用エントランスを、前記推進管の到達坑口に取り付け、前記推進機と推進管が前記詰め部材および注入管を切削して前記エントランスパイプ内に到達した後、前記注入管から前記エントランスパイプと前記推進管との間に止水用の注入材を注入することを特徴とするものである。   The water stop method for the arrival entrance of the propulsion pipe according to claim 3 is a water stop method for the arrival entrance used in the propulsion method in which a plurality of propulsion pipes are successively connected after the propulsion unit to construct an underground pipe line. It is a construction method, an entrance pipe formed in a diameter capable of accommodating the propulsion unit and the propulsion pipe, a stuffing member attached to the mouth of the entrance pipe, and embedded in the diametric direction of the entrance pipe in the stuffing member An entrance entrance consisting of an injection pipe is attached to an arrival well of the propulsion pipe, and after the propulsion unit and the propulsion pipe cut the filling member and the injection pipe and reached the entrance pipe, the injection pipe A water-stopping injection material is injected between the entrance pipe and the propulsion pipe.

請求項4記載の推進管の到達エントランスの止水工法は、請求項3記載の推進管の到達エントランスの止水工法において、推進管の外周に当該推進管と前記エントランスパイプとの隙間を拡径または塑性変形して塞ぐシール部材をリング状に取り付けることを特徴とするものである。この場合のシール部材には、止水チューブやチューブシール等を用いることができる。   The water stop construction method for the reaching entrance of the propulsion pipe according to claim 4 is the water stop construction method for the entrance entrance of the propulsion pipe according to claim 3, wherein the clearance between the propulsion pipe and the entrance pipe is enlarged in diameter on the outer periphery of the propulsion pipe. Alternatively, a sealing member that is closed by plastic deformation is attached in a ring shape. As the seal member in this case, a water stop tube, a tube seal, or the like can be used.

本発明は、推進管の到達坑口に、推進機および推進管を収容可能な口径のエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材と当該詰め部材内に埋設された注入管とからなる到達用エントランスを取り付け、前記推進機と推進管が前記詰め部材および注入管を切削して前記エントランスパイプ内に到達した後、前記注入管から前記エントランスパイプと前記推進管との間に止水用の注入材を注入することにより到達坑口の止水処理を確実に行うことができるため、地下水や泥水などの噴出を確実に阻止してエントランスパイプおよび推進機を安全に回収することができる等の効果を有する。   The present invention includes an entrance pipe having a diameter capable of accommodating a propulsion device and a propulsion pipe at a reaching pit of the propulsion pipe, a filling member attached to the mouth of the entrance pipe, and an injection pipe embedded in the filling member And a propulsion unit and a propelling pipe cut off the filling member and the injection pipe to reach the entrance pipe, and then stop water between the injection pipe and the entrance pipe and the propulsion pipe. Injecting material for injection can reliably stop the water at the arrival pit, so it is possible to reliably prevent the injection of groundwater and muddy water, and safely recover the entrance pipe and propulsion unit. It has the effect.

また、推進機および推進管は、エントランスパイプの口元に充填などによって取り付けられた詰め部材の任意の部分を切削してエトランパイプ内に収容されるため、推進機および推進管の到達誤差も容易に吸収することができる。   In addition, since the propulsion unit and the propulsion pipe are accommodated in the etlan pipe by cutting any part of the filling member attached to the entrance pipe by filling or the like, it is easy to reach the propulsion unit and the propulsion pipe. Can be absorbed.

図1(a),(b)は、推進管の到達用エントランスおよび到達用エントランスの構造を示し、図において、到達側立坑の土留め壁1に到達坑口2が形成され、当該発進坑口2の内側に円筒形状のエントランスパイプ3が水平に取り付けられている。また、当該エントランスパイプ3の口元部分に詰め部材4が取り付けられ、当該詰め部材4の中に注入管5が埋設されている。   1 (a) and 1 (b) show the structure of the propulsion pipe arrival entrance and the arrival entrance. In the figure, an arrival well 2 is formed in the retaining wall 1 of the arrival side shaft, and the start well 2 A cylindrical entrance pipe 3 is horizontally attached to the inside. A filling member 4 is attached to the mouth portion of the entrance pipe 3, and an injection tube 5 is embedded in the filling member 4.

エントランスパイプ3は、推進機6および推進管7が挿通可能口径に形成され、例えば鋼管などから形成され、その先端部分は側壁3aによって閉塞されている。   The entrance pipe 3 is formed to have a diameter through which the propulsion unit 6 and the propulsion pipe 7 can be inserted.

詰め部材4は、推進機6によって切削可能な固化材、例えば繊維補強コンクリート等から形成され、繊維補強コンクリートはエントランスパイプ3の軸方向に一定深さ充填されている。なお、詰め部材4は予め所定の形状に形成され、後からエントランスパイプ3の口元部分に挿入できるようにされたものでもよい。   The filling member 4 is formed of a solidified material that can be cut by the propulsion unit 6, for example, fiber reinforced concrete, and the fiber reinforced concrete is filled in the axial direction of the entrance pipe 3 with a certain depth. The filling member 4 may be formed in a predetermined shape in advance and can be inserted into the mouth portion of the entrance pipe 3 later.

注入管5は、詰め部材4と同様に推進機6によって切削可能な、例えば塩ビ管などから形成されている。また、注入管5はエントランスパイプ3の直径方向に埋設され、その一端側5aはエントランスパイプ3の側部に引き出されている。なお、注入管5はエントランスパイプ3の直径方向に、例えば対角線状に複数埋設されていてもよい。   The injection tube 5 is formed of, for example, a PVC tube that can be cut by the propulsion device 6 in the same manner as the filling member 4. The injection pipe 5 is embedded in the diameter direction of the entrance pipe 3, and one end side 5 a thereof is drawn out to the side portion of the entrance pipe 3. A plurality of injection pipes 5 may be embedded in the diameter direction of the entrance pipe 3, for example, diagonally.

このような構成において、例えば図2(a),(b)に図示するように、推進機6が詰め部材4および詰め部材4内の注入管5を切削しながらエントランスパイプ3内に到達し、続いて推進管7の端部がエントランスパイプ3内に到達したら、注入管5の一端側5aから推進管6とエントランスパイプ3(詳しくは詰め部材4に形成された孔)との隙間に止水用の注入材8を注入する。そして、注入材8が十分に固化して止水処理が確実になされたなら、エントランスパイプ3を推進機6とともに回収する。   In such a configuration, for example, as illustrated in FIGS. 2A and 2B, the propulsion unit 6 reaches the entrance pipe 3 while cutting the filling member 4 and the injection pipe 5 in the filling member 4, Subsequently, when the end portion of the propulsion pipe 7 reaches the entrance pipe 3, water is stopped in the gap between the propulsion pipe 6 and the entrance pipe 3 (specifically, a hole formed in the filling member 4) from one end side 5 a of the injection pipe 5. Injecting material 8 is injected. When the injection material 8 is sufficiently solidified and the water stop treatment is surely performed, the entrance pipe 3 is recovered together with the propulsion unit 6.

なお、図2(c)に図示するように、推進管7の外周に当該推進管7とエントランスパイプ3との隙間を拡径または直径方向に塑性変形して塞ぐ止水チューブ等の止水パッキン9をリング状に取り付けることにより、止水処理をより確実に行うことができる。   As shown in FIG. 2 (c), a water-stopping packing such as a water-stopping tube that closes the outer periphery of the propulsion pipe 7 by expanding or plastically deforming the gap between the propulsion pipe 7 and the entrance pipe 3 in the diameter direction. By attaching 9 in a ring shape, the water stop treatment can be more reliably performed.

図3(a),(b)は、いわゆるパイプルーフ工法によって並行に掘進されたシールドトンネル10,11の間を拡幅して、シールドトンネル10および11とその間が連続する大断面のトンネルを構築する施工方法を示し、シールドトンネル10と11間に山留め工として複数の推進管7がシールドトンネル10側からシールドトンネル11側に順次推進させてアーチ状に敷設されている。   3 (a) and 3 (b), the shield tunnels 10 and 11 dug in parallel by the so-called pipe roof construction method are widened to construct a large-section tunnel in which the shield tunnels 10 and 11 are continuous. A construction method is shown, and a plurality of propulsion pipes 7 are laid in an arch shape between the shield tunnels 10 and 11 as a mountain retaining work, sequentially propelled from the shield tunnel 10 side to the shield tunnel 11 side.

この場合、到達側のシールドトンネル11の、推進機6および推進管7が到達する位置のセグメント12に本発明の到達用エントランスを利用することにより、到達部の止水処理を確実に行うことができ、推進機6を速やかにかつ安全に回収することができる。   In this case, by using the arrival entrance of the present invention for the segment 12 at the position where the propulsion unit 6 and the propulsion pipe 7 reach the shield tunnel 11 on the arrival side, it is possible to reliably perform the water stop treatment of the arrival part. The propulsion device 6 can be recovered quickly and safely.

なお、セグメント12の推進機6が貫通する部分は、推進機6が切削してエントランスパイプ3内に到達できるように、切削可能な繊維補強コンクリート等の素材から形成されている。   The portion of the segment 12 through which the propulsion unit 6 passes is formed of a material such as fiber reinforced concrete that can be cut so that the propulsion unit 6 can cut and reach the entrance pipe 3.

本発明は、推進工法における到達側エントランスの止水処理を確実に行うことができ、推進管の到達用エントランスと推進機を速やかにかつ安全に回収することができる。   The present invention can reliably perform the water stop treatment of the arrival side entrance in the propulsion method, and can quickly and safely collect the arrival entrance of the propulsion pipe and the propulsion unit.

推進管の到達用エントランスおよび到達用エントランスの構造を示し、(a)はその縦断面図、(b)は(a)におけるイ−イ線断面図である。The structure of the entrance for arrival of a propulsion pipe and the entrance for a reach is shown, (a) is the longitudinal section, and (b) is the II line sectional view in (a). (a),(b),(c)は、推進管の到達用エントランスの止水工法を示す縦断面図である。(A), (b), (c) is a longitudinal cross-sectional view which shows the water stop construction method of the entrance for the arrival of a propulsion pipe. 並行に掘進されたシールドトンネル間に山留め工として施工された推進管を示し、(a)はその縦断面図、(b)は(a)におけるロ部拡大図である。The propulsion pipe constructed as a mountain retaining work between shield tunnels dug in parallel is shown, (a) is a longitudinal sectional view thereof, and (b) is an enlarged view of a portion B in (a). 推進管の到達用エントランスおよび到達用エントランスの構造の従来例を示す縦断面図である。It is a longitudinal cross-sectional view which shows the prior art example of the structure of the entrance for a propulsion pipe and the entrance for arrival.

符号の説明Explanation of symbols

1 推進管の到達側立坑の土留め壁
2 到達坑口
3 エントランスパイプ
4 詰め部材
5 注入管
6 推進機
7 推進管
8 注入材
9 止水パッキン
10 シールドトンネル
11 シールドトンネル
12 セグメント

DESCRIPTION OF SYMBOLS 1 Earth retaining wall of the arrival side shaft of a propulsion pipe 2 Access port 3 Entrance pipe 4 Packing member 5 Injection pipe 6 Propulsion machine 7 Propulsion pipe 8 Injection material 9 Water stop packing 10 Shield tunnel 11 Shield tunnel 12 Segment

Claims (4)

推進機の後から複数の推進管を順次継ながら推進させて地中管路を構築する推進工法に用いられる到達用エントランスであり、前記推進機および推進管を収容可能な口径に形成されたエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材および当該詰め部材内に前記エントランパイプの直径方向に埋設された注入管とから構成され、前記詰め部材および注入管は前記推進機によって切削可能な素材から形成されてなることを特徴とする推進管の到達用エントランス。   An entrance for use in a propulsion method in which a plurality of propulsion pipes are sequentially propelled from behind the propulsion unit to construct an underground conduit, and the entrance is formed to have a diameter that can accommodate the propulsion unit and the propulsion pipe. It is composed of a pipe, a filling member attached to the mouth of the entrance pipe, and an injection pipe embedded in the diameter direction of the entrance pipe in the filling member, and the filling member and the injection pipe can be cut by the propulsion unit The entrance for the propulsion pipe, characterized by being made of a simple material. 推進機の後から複数の推進管を順次継ながら推進させて地中管路を構築する推進工法に用いられる到達用エントランスの構造であり、前記推進機および推進管を収容可能に形成され、前記推進管の到達坑口に取り付けられたエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材および当該詰め部材内に前記エントランパイプの直径方向に埋設された注入管とから構成され、前記詰め部材および注入管は前記推進機で切削可能な素材から形成されてなることを特徴とする推進管の到達用エントランスの構造。   It is a structure of the entrance for use used in the propulsion method of constructing an underground conduit by sequentially propelling a plurality of propulsion pipes after the propulsion unit, and is formed so as to accommodate the propulsion unit and the propulsion pipe, An entrance pipe attached to the reaching port of the propulsion pipe, a filling member attached to the entrance of the entrance pipe, and an injection pipe embedded in the filling member in the diameter direction of the entrance pipe, the filling member And a structure of the entrance for reaching the propulsion pipe, wherein the injection pipe is made of a material that can be cut by the propulsion unit. 推進機の後から複数の推進管を順次継ながら推進させて地中管路を構築する推進工法に用いられる到達用エントランスの止水工法であり、前記推進機および推進管を収容可能なエントランスパイプと、当該エントランスパイプの口元に取り付けられた詰め部材および当該詰め部材内に前記エントランパイプの直径方向に埋設された注入管とからなる到達用エントランスを、前記推進管の到達坑口に取り付け、前記推進機と推進管が前記詰め部材および注入管を切削して前記エントランスパイプ内に到達した後、前記注入管から前記エントランスパイプと前記推進管との間に止水用の注入材を注入することを特徴とする推進管の到達用エントランスの止水工法。   An entrance pipe that can accommodate the propulsion unit and the propulsion pipe, and is a water stop method for the entrance entrance used in the propulsion method that constructs underground pipes by propelling a plurality of propulsion pipes sequentially after the propulsion unit. And an entrance for entrance consisting of a filling member attached to the mouth of the entrance pipe and an injection pipe embedded in the diameter direction of the entrance pipe in the filling member, attached to the arrival well of the propulsion pipe, and the propulsion After the machine and the propulsion pipe cut the filling member and the injection pipe and reached the entrance pipe, the injection material for water stoppage is injected from the injection pipe between the entrance pipe and the propulsion pipe. A water stop construction method for the entrance to reach the propulsion pipe. 推進管の外周に当該推進管と前記エントランスパイプとの間を拡径または塑性変形して塞ぐシール部材をリング状に取り付けることを特徴とする請求項3記載の推進管の到達用エントランスの止水工法。

4. The water stop at the entrance for reaching the propulsion pipe according to claim 3, wherein a seal member that closes the propulsion pipe and the entrance pipe by expanding or plastically deforming the ring is attached to the outer periphery of the propulsion pipe in a ring shape. Construction method.

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JP5314636B2 (en) * 2010-05-31 2013-10-16 大成建設株式会社 Water stop method, water stop structure and propulsion unit recovery device
CN102635365B (en) * 2012-05-06 2015-04-22 上海城建市政工程(集团)有限公司 Construction method for holing of shield machine
JP7002950B2 (en) * 2018-01-23 2022-02-04 大成建設株式会社 Connection structure and connection method between straight pipe roof and reaching tunnel

Cited By (1)

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Publication number Priority date Publication date Assignee Title
CN103277108A (en) * 2013-04-19 2013-09-04 中铁隧道集团有限公司 Slurry shield tunneling machine underwater arrival construction method

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