JP4558462B2 - Seal device used for propelling hollow body and waterstop body thereof - Google Patents

Seal device used for propelling hollow body and waterstop body thereof Download PDF

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JP4558462B2
JP4558462B2 JP2004344858A JP2004344858A JP4558462B2 JP 4558462 B2 JP4558462 B2 JP 4558462B2 JP 2004344858 A JP2004344858 A JP 2004344858A JP 2004344858 A JP2004344858 A JP 2004344858A JP 4558462 B2 JP4558462 B2 JP 4558462B2
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sealing device
hollow body
waterstop
groove
members
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JP2006152681A (en
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薫 皆川
徹 佐藤
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株式会社イセキ開発工機
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Description

本発明は、各種の断面形状を有する管やカルバートのような中空体をトンネル、立坑、横坑、斜坑等から推進する際に、地下水が坑内に侵入するのを阻止するために装備されるシール装置および該シール装置に用いる止水体に関する。   The present invention is a seal equipped to prevent underground water from entering a pit when propelling a hollow body such as a pipe or culvert having various cross-sectional shapes from a tunnel, a shaft, a horizontal shaft, a tilt shaft, or the like. The present invention relates to an apparatus and a waterstop used for the sealing apparatus.

地下水の水位にもよるが、発進坑内から到達坑内へ向けて管のような中空体を推進させる場合、その発進時における坑内への地下水の侵入は避けがたいため、予めその進入を阻止するための止水構造を設置するのが一般である。   Although it depends on the groundwater level, when a hollow body such as a pipe is propelled from the starting pit to the reaching pit, it is inevitable that groundwater will enter the mine at the time of starting. It is common to install a water stop structure.

従来、この種の止水構造には、当然ながら、主として止水機能が問われてきた。従来の止水構造の一つに、管の一部をスポンジ製のシートで取り巻き、このシートを周囲から締め具で締め、さらにこの締め具の周囲に型枠を配置してコンクリート又はモルタルを充填し、その固化物で管の回りにシートを固定するものがある。この止水構造では、コンクリートやモルタルの固化物は土留め壁に付着し、管又はシートと土留め璧との間からの地下水の侵入を阻止するため、止水機能には優れている。しかし、この止水構造において、管はその径方向への移動が固化物によって抑制されているため、シートの圧縮範囲という微小範囲でしか動くことができない。このため、管は、これが動くとき、シートを強く圧縮して破壊し、そのシール機能を失わせるおそれがある。   Conventionally, this type of water-stopping structure has naturally been questioned mainly for its water-stopping function. In one of the conventional water-stopping structures, a part of the pipe is wrapped with a sponge sheet, this sheet is tightened with a fastener from the periphery, and a mold is placed around this fastener to fill concrete or mortar. However, there is a solidified product that fixes a sheet around a pipe. In this water-stopping structure, the solidified material of concrete or mortar adheres to the earth retaining wall, and prevents groundwater from entering between the pipe or sheet and the earth retaining wall, so that it has an excellent water stopping function. However, in this water stop structure, since the movement of the pipe in the radial direction is suppressed by the solidified material, the pipe can move only in a minute range of the compression range of the sheet. Thus, when the tube moves, the tube may compress and break the sheet strongly and lose its sealing function.

そのシール機能を失わせるような事態は、推進中における管の動きによって起こる。その管の動きとは、管を継ぎ足しながら一本の管路を地中に形成する場合、複数の管を継手により連結して並列的に順次推進してパイプルーフを形成する場合等において、地盤の地質は一定でないことにより管がその各部で受ける推進抵抗にばらつきがあること、管に対する推進力は必ずしも管の軸線方向に均一に及ぼされるとはかぎらず、ときに偏心して及ぼされること等の理由で生じるローリング、ピッチング、その他の動きであり、坑内では管軸線の移動を伴う管の運動又は軸線周りに角度的に移動する間の運動として現れる。この運動を抑制するとき、上記のように、シートを強く圧縮して破壊し、そのシール機能を失わせる結果となる。   The situation that causes the loss of the sealing function is caused by the movement of the pipe during propulsion. The movement of the pipe refers to the case where a pipe line is formed in the ground while adding pipes, the pipe roof is formed by connecting a plurality of pipes with joints and sequentially propelling them in parallel, etc. Because the geology of the pipe is not constant, the propulsion resistance received by each part of the pipe varies, and the propulsive force on the pipe is not necessarily exerted uniformly in the axial direction of the pipe, but is sometimes exerted eccentrically. Rolling, pitching, and other movements that occur for a reason, appearing in the mine as pipe movement with movement of the pipe axis or movement during angular movement about the axis. When this movement is suppressed, as described above, the sheet is strongly compressed and broken, resulting in the loss of its sealing function.

特開平10−18756号公報Japanese Patent Laid-Open No. 10-18756

したがって、本発明の目的は、土留め壁を備える坑内から管のような中空体を推進する際の地下水の坑内への侵入を阻止するシール装置において、中空体の広範な移動を可能にすることにある。   Accordingly, an object of the present invention is to enable a wide range of movement of a hollow body in a sealing device that prevents intrusion of groundwater into a mine when propelling a hollow body such as a pipe from a mine having a retaining wall. It is in.

また、本発明の他の目的は、この種シール装置の設置作業の能率を高めることにある。   Another object of the present invention is to increase the efficiency of installation work of this kind of sealing device.

さらに、本発明の他の目的は、この種シール装置の耐久性を高めることにある。   Furthermore, another object of the present invention is to increase the durability of this type of sealing device.

土留め壁を備える坑内から中空体を推進する際の地下水の坑内への侵入を阻止するシール装置及びこれに用いる止水体を提供する本発明は、その目的を達成するために、シール装置について、中空体がその中心軸線を移動するように動くことができまたその中心軸線の周りに角度的に移動するように動くことができるように、したがって、止水体が中空体と共に移動することができるように保持することを基本構想とし、また、止水体について、坑内又は坑外において中空体の外周で結合することができるように、現場施工によらない部品によって構成することを基本構想とする。   In order to achieve the object of the present invention for providing a sealing device for preventing intrusion of groundwater into a mine when propelling a hollow body from a mine having a retaining wall and a water-stopping body used for the sealing device, So that the hollow body can move along its central axis and move angularly around its central axis, so that the waterstop can move with the hollow body The basic concept is that the waterstop is composed of parts that do not depend on the site construction so that the waterstop can be joined at the outer periphery of the hollow body inside or outside the mine.

本発明に係るシール装置は、土留め壁に水密的に取り付けられる、中空体を受け入れる開口を有する坑口プレートと、前記中空体の外周面に取り付けられる止水体と、前記坑口プレートに取り付けられる、前記中空体を受け入れる開口を有する保持プレートとを含み、前記止水体は前記坑口プレートと前記保持プレートとの間に移動可能に保持される。   The sealing device according to the present invention is attached to a retaining wall in a watertight manner, having a wellhead plate having an opening for receiving a hollow body, a waterstop body attached to an outer peripheral surface of the hollow body, and attached to the wellhead plate, A holding plate having an opening for receiving a hollow body, and the waterstop is held movably between the wellhead plate and the holding plate.

また、本発明に係る止水体は、それぞれが、内周面に内周溝を有し、内側面に周溝を有する複数の分割部材と、前記内周溝に配置された第1のシール部材と、前記周溝に配置された第2のシール部材と、前記分割部材を一体に結合する手段とを含む。この結合手段は、各分割部材の両端のそれぞれに設けられたフランジと、該フランジに設けられたボルト穴とを含み、前記分割部材は前記ボルト穴を経るボルトとナットとにより一体に結合される。これに代え、結合手段は、各分割部材の外周に設けられた溝と、該溝に配置される鋼線とを含み、前記分割部材を前記鋼線により一体に結合することもできる。   The waterstop according to the present invention includes a plurality of divided members each having an inner circumferential groove on the inner circumferential surface and a circumferential groove on the inner side surface, and a first seal member disposed in the inner circumferential groove. And a second seal member disposed in the circumferential groove and means for integrally coupling the divided members. The coupling means includes a flange provided at each end of each divided member and a bolt hole provided in the flange, and the divided member is integrally coupled by a bolt and a nut passing through the bolt hole. . Instead of this, the coupling means may include a groove provided on the outer periphery of each divided member and a steel wire disposed in the groove, and the divided member may be integrally coupled with the steel wire.

別な態様によれば、止水体は、ほぼ矩形の横断面形状を有し、外周面に溝が設けられた環状のシール部材と、前記溝に受け入れられる補強ワイヤとからなる。   According to another aspect, the waterstop includes an annular seal member having a substantially rectangular cross-sectional shape and provided with a groove on the outer peripheral surface, and a reinforcing wire received in the groove.

本発明によれば、止水状態を保ったまま、止水体を中空体と共に坑口プレートと保持プレートとの間で移動させることができる。止水体の中空体と共にする移動には、中空体軸線周りの角度的運動のほか、その軸線を移動させる運動が含まれる。この移動は、止水体の外周にその運動を妨げるものがないことにより広範に行うことができる。   According to the present invention, the water stop body can be moved between the wellhead plate and the holding plate together with the hollow body while maintaining the water stop state. The movement of the waterstop body together with the hollow body includes not only angular movement around the hollow body axis but also movement of moving the axis. This movement can be performed extensively because the outer periphery of the waterstop is not obstructed by its movement.

また、本発明によれば、止水構造を完成させるために坑内の発進口でのコンクリート打設やその固化を待つ必要はなく、止水体は坑内の発進口近傍において中空体に組み付けることも、坑内外において組み付けることも可能であり、作業能率を著しく向上させることができる。   In addition, according to the present invention, it is not necessary to wait for concrete placement at the start port in the mine or solidification in order to complete the water stop structure, and the water stop body can be assembled to the hollow body in the vicinity of the start port in the mine, It can also be assembled inside and outside the mine and work efficiency can be significantly improved.

さらに、本発明によれば、止水体を構成するシール部材は、水密性と耐磨耗性に優れた種々の合成材料によって製造することができ、しかも現場施工によるコンクリートなどの付着もないことから、耐久性が高く、管推進に繰り返し供することができる。   Furthermore, according to the present invention, the sealing member constituting the waterstop body can be manufactured with various synthetic materials having excellent water tightness and wear resistance, and there is no adhesion of concrete or the like due to on-site construction. Durability is high and can be repeatedly used for tube propulsion.

図1,2に示すように、シール装置10は、地山12の崩壊を防ぐ土留め壁14を備える坑内16から中空体18を推進する際に地下水が坑内に侵入するのを阻止するために、土留め璧14及び中空体18に関連して設置される。シール装置10は、全体に、坑口プレート20と、止水体22と、保持プレート24とを含む。   As shown in FIGS. 1 and 2, the sealing device 10 prevents groundwater from entering the mine when propelling the hollow body 18 from the mine 16 having the retaining wall 14 that prevents the collapse of the natural ground 12. It is installed in relation to the earth retaining wall 14 and the hollow body 18. The sealing device 10 includes a wellhead plate 20, a water blocking body 22, and a holding plate 24 as a whole.

坑口プレート20は、中空体18を受け入れる開口26を有し、土留め壁14に取付けフレーム15を介して水密的に取り付けられている。止水体22は、中空体18の外周面に取り付けられている。さらに、保持プレート24は、中空体18を受け入れる開口28を有し、坑口プレート20にこれから伸びるボルト30に螺合するナット32により着脱可能に取り付けられている。止水体22は、坑口プレート20と保持プレート24との間に、止水機能を確保しつつ移動可能に保持されている。   The wellhead plate 20 has an opening 26 for receiving the hollow body 18, and is watertightly attached to the earth retaining wall 14 via the attachment frame 15. The waterstop 22 is attached to the outer peripheral surface of the hollow body 18. Furthermore, the holding plate 24 has an opening 28 for receiving the hollow body 18, and is detachably attached to the wellhead plate 20 by a nut 32 that is screwed into a bolt 30 extending therefrom. The water blocking body 22 is movably held between the well plate 20 and the holding plate 24 while ensuring a water blocking function.

図示の例において、中空体18は、円形の管であるが、継手付き円形管、矩形管、継手付き矩形管、継手付きの円形又は矩形の多連管等であってもよい。ここにいう継手付き管は、該管の相対する両側の一方に雄形の、他方に雌形の継手を有するもののほか、両側とも雌形(図14、17)のものや両側とも雄形のものが含まれる。   In the illustrated example, the hollow body 18 is a circular tube, but may be a circular tube with a joint, a rectangular tube, a rectangular tube with a joint, a circular or rectangular multiple tube with a joint, or the like. The pipe with a joint here has a male joint on one side on both sides of the pipe and a female joint on the other side, a female joint on both sides (FIGS. 14 and 17), and a male joint on both sides. Things are included.

また、図示の例において、土留め壁14は鋼矢板から成り、坑口プレート20は取付けフレーム15を介して土留め璧に溶接された鋼板から成る。取付けフレーム15は、四角形で、平行な1対のH型鋼15aとこれに溶接された平行な1対の鋼板15bとからなり、全体に山止め壁14に溶接されている。山止め壁14と坑口プレート20との間で止水性を確保することが必要であるが、図1,2の例に代え、坑口プレート20は鋼製の山止め壁14に取付けフレームを介さずに直接溶接してもよい。また、山止め壁は、コンクリートや泥水固化物のような固化物によって形成することもできる。この場合、取付けフレーム15又は坑口プレート20をアンカーボルト(図示せず)により山止め壁14に固定する。   In the illustrated example, the retaining wall 14 is made of a steel sheet pile, and the wellhead plate 20 is made of a steel plate welded to the retaining wall via the attachment frame 15. The mounting frame 15 is a quadrangular, parallel pair of H-shaped steel 15a and a pair of parallel steel plates 15b welded thereto, and is welded to the retaining wall 14 as a whole. Although it is necessary to ensure water-stopping between the mountain retaining wall 14 and the wellhead plate 20, the wellhead plate 20 is not attached to the steel mountain retaining wall 14 via a mounting frame, instead of the example of FIGS. It may be welded directly. The mountain retaining wall can also be formed of a solidified material such as concrete or a muddy water solidified material. In this case, the attachment frame 15 or the wellhead plate 20 is fixed to the mountain retaining wall 14 with an anchor bolt (not shown).

図3,4に示すように、坑口プレート20から伸びるボルト30(図示の例では12本)は、坑口プレートの周囲に、開口26の軸線に平行に配置され、その頭部が坑口プレートに溶接されている。保持プレート24は、図5に示すように、坑口プレート20に設けられたボルト30に対応する位置に該ボルトを受け入れるボルト穴34を有する。   As shown in FIGS. 3 and 4, bolts 30 (12 in the illustrated example) extending from the well plate 20 are arranged around the well plate in parallel to the axis of the opening 26, and their heads are welded to the well plate. Has been. As shown in FIG. 5, the holding plate 24 has bolt holes 34 for receiving the bolts at positions corresponding to the bolts 30 provided on the wellhead plate 20.

(止水体の実施例1)
図6,7を参照するに、止水体22は、無端の、すなわち環状の第1及び第2のシール部材36,38と、一体に結合されたとき両シール部材36,38を環状に保持する複数(図示の例では3つ)の分割部材40と、分割部材を一体に結合する手段とを含む。各分割部材40は、図9に示すように、その内周面に第1のシール部材36を受け入れる内周溝42を有し、内側面に第2のシール部材38を受け入れる周溝44を有する。また、各分割部材40は、結合手段として、その両端のそれぞれにボルト穴46を有するフランジ48を有する。すべての分割部材40はボルト・ナット50(図6)により一体にかつ分離可能に結合される。分割部材40を一体にかつ分離可能に結合する手段の他の例は、各分割部材の外周に設けられた溝に鋼線を配置し、これを締めて結合するもので、この溝と鋼線(いずれも図示せず)とは、後に説明する止水体54の外周に設けられた溝とこれに配置された締め付けワイヤ56との関係に似ている(図12)。
(Example 1 of water stop body)
Referring to FIGS. 6 and 7, the waterstop 22 holds the endless or annular first and second seal members 36, 38 in an annular shape when the seal members 22 are joined together. A plurality (three in the illustrated example) of the dividing members 40 and means for integrally connecting the dividing members are included. As shown in FIG. 9, each divided member 40 has an inner peripheral groove 42 that receives the first seal member 36 on the inner peripheral surface thereof, and a peripheral groove 44 that receives the second seal member 38 on the inner side surface. . Moreover, each division member 40 has the flange 48 which has the bolt hole 46 at each of the both ends as a coupling means. All the dividing members 40 are integrally and separably connected by bolts and nuts 50 (FIG. 6). Another example of means for connecting the divided members 40 integrally and in a separable manner is to place a steel wire in a groove provided on the outer periphery of each divided member, and to fasten and connect the groove. (Neither of them is shown) is similar to the relationship between a groove provided on the outer periphery of a waterstop body 54 to be described later and a fastening wire 56 disposed in the groove (FIG. 12).

図1を再び参照するに、止水体22の第1のシール部材36は中空体18の外周面に、また第2のシール部材38は坑口プレート20の外面にそれぞれ接触した状態で坑口プレート20と保持プレート24との間に保持されており、地下水が山止め壁14と、取付けフレーム15と、坑口プレート20と、中空体18との間から坑内16に侵入するのを阻止している。   Referring again to FIG. 1, the first seal member 36 of the waterstop 22 is in contact with the outer peripheral surface of the hollow body 18, and the second seal member 38 is in contact with the outer surface of the wellhead plate 20. It is held between the holding plate 24 and prevents the underground water from entering the pit 16 from between the mountain retaining wall 14, the mounting frame 15, the wellhead plate 20, and the hollow body 18.

変形例として、各分割部材40の相対する両側面、すなわち内側面及び外側面のそれぞれに周溝を設け、内側面の周溝に第2のシール部材38を配置し、外側面の周溝にコンタクト部材52(図20)を配置してもよい。コンタクト部材52はシール性を備える必要はないが、シール部材38と同じ摩擦係数の材料であることが好ましい。このため、シール部材38と同じ材質の材料を配置することができる。   As a modified example, circumferential grooves are provided on both opposite side surfaces of each divided member 40, that is, the inner side surface and the outer side surface, the second seal member 38 is disposed in the circumferential groove on the inner side surface, and the circumferential groove on the outer side surface is provided. A contact member 52 (FIG. 20) may be disposed. The contact member 52 does not need to have a sealing property, but is preferably made of a material having the same coefficient of friction as the sealing member 38. For this reason, the same material as the sealing member 38 can be disposed.

(止水体の実施例2)
図10,11に示す例では、3つの分割部材40のそれぞれに有端の、すなわち円弧状のシール部材361,381が配置されている。止水体22は3つの分割部材40を有し、各分割部材は内周面に内周溝を有し、該内周溝に第1のシール部材361が配置されている。また、各分割部材40の内側面に設けられた周溝に第2のシール部材381が配置され、外側面に設けられた周溝にコンタクト部材521が配置されている。先に説明した実施例におけると同様に、各分割部材40は、結合手段として、その両端のそれぞれにボルト穴46を有するフランジ48を備える。分割部材22は、中空体の18の周りでボルト・ナット50(図6)により一体に結合される。結合状態は、シール部材361,381及びコンタクト部材521が一体でなく、連続している点を除き、図6の例におけると同様である。分割部材40の結合手段として、前記した溝とこれに配置される締め付け用鋼線を用いることもできる。
(Example 2 of still water body)
In the example shown in FIGS. 10 and 11, end members, that is, arc-shaped seal members 361 and 381 are arranged on each of the three divided members 40. The waterstop 22 has three divided members 40, each divided member having an inner circumferential groove on the inner circumferential surface, and a first seal member 361 is disposed in the inner circumferential groove. The second seal member 381 is disposed in the circumferential groove provided on the inner side surface of each divided member 40, and the contact member 521 is disposed in the circumferential groove provided on the outer side surface. As in the embodiment described above, each split member 40 includes flanges 48 having bolt holes 46 at both ends thereof as coupling means. The split member 22 is integrally joined around the hollow body 18 by bolts and nuts 50 (FIG. 6). The coupled state is the same as in the example of FIG. 6 except that the seal members 361 and 381 and the contact member 521 are not integrated but continuous. As the coupling means of the dividing member 40, the above-described groove and a fastening steel wire disposed in the groove can be used.

(止水体の実施例3)
図12,13に示す例では、止水体22は2部品で構成されている。止水体22は、ほぼ矩形の横断面形状を有し、外周面に溝が形成された環状のシール部材54と、図12に示した使用時にその溝に受け入れられる補強ワイヤ56とから成る。シール部材54は合成ゴム製である。
(Example 3 of water stop body)
In the example shown in FIGS. 12 and 13, the waterstop 22 is composed of two parts. The waterstop 22 includes an annular seal member 54 having a substantially rectangular cross-sectional shape and a groove formed on the outer peripheral surface, and a reinforcing wire 56 received in the groove when used as shown in FIG. The seal member 54 is made of synthetic rubber.

図14,15を参照するに、これらは、継手60,62を有する円形の管である中空体181の場合における、図2,6に相当する図であり、保持プレート24の開口281と同じ形状の開口が坑口プレート(図示せず)にも形成されている。継手60,62はいずれも雌形であるが、双方を雄形とすることも、また一方を雄形とし他方を雌形とすることもできる。止水体22は、全体が継手付きの管181の外周に取り付けることができるように形状付けられた3つの分割部材40,401,401から成る(図15)。この分割部材の結合手段は、前記したボルト・ナットを用いるもの及び鋼線を用いるものを使用することができる。継手付きの管である中空体181に用いる止水体22も、前記した2つの実施例におけると同様に、種々の構成を採ることができる。   14 and 15, these are views corresponding to FIGS. 2 and 6 in the case of a hollow body 181 that is a circular tube having joints 60 and 62, and have the same shape as the opening 281 of the holding plate 24. Are also formed in the wellhead plate (not shown). The joints 60 and 62 are both female, but both can be male, or one can be male and the other female. The waterstop 22 is composed of three divided members 40, 401, 401 that are shaped so that the whole can be attached to the outer periphery of a pipe 181 with a joint (FIG. 15). As the means for connecting the divided members, those using the bolts and nuts and those using a steel wire can be used. The water stop body 22 used for the hollow body 181 which is a pipe with a joint can take various configurations as in the two embodiments described above.

矩形の断面形状を有する管である中空体182に用いる止水体22は、図16に示すようにそれぞれが同形の4つの分割部材から成る。他方、連結部材64により連結された、継手60,62を有する円形の2連管である中空体183に用いる止水体22は、図17に示すように、異形の4つの分割部材から成る。図示の例において、継手60,62はいずれも雌形であるが、双方を雄形とすることも、また一方を雄形とし他方を雌形とすることもできる。中空体182に用いる止水体22も、前記した3つの実施例におけると同様に、種々の構成を採ることができる。   As shown in FIG. 16, the water stop body 22 used for the hollow body 182 which is a pipe having a rectangular cross-sectional shape is composed of four divided members each having the same shape. On the other hand, as shown in FIG. 17, the waterstop 22 used for the hollow body 183 that is a circular double pipe having the joints 60 and 62 connected by the connecting member 64 is composed of four odd-shaped divided members. In the illustrated example, the joints 60 and 62 are both female, but both may be male, or one may be male and the other female. The waterstop 22 used for the hollow body 182 can take various configurations as in the above-described three embodiments.

次に、止水体の実施例1の変形例に示した、環状の第1及び第2のシール部材36,38及びコンタクト部材52と、これらの部材を環状に保持する分割部材40とを含む止水体22に例を取り、止水体の中空体への取付けについて説明する。まず、図18に示すように、山止め壁14に取付けフレーム15を介して溶接した坑口プレート20の近傍、又は坑外において、中空体18の端部外周に保持プレート24のほか、いずれも環状のコンタクト部材52、第1シール部材36及び第2シール部材38を嵌め合わせる。さらに、3つの分割部材40を中空体18の外周の所定位置、例えば、第1シール部材36とコンタクト部材52との間に仮に置き(図18)、ここから、全ての分割部材40をその内周溝42に第1のシール部材36を受け入れるように該シール部材上に位置決める(図19)。さらに、分割部材40の周溝44に第2のシール部材を嵌め込み、反対側の周溝44’にコンタクト部材52を嵌め込む。この状態で各分割部材40のフランジ48は突き合わされ、全ての分割部材40はボルト穴46を経るボルト・ナット50により結合される。こうして、止水体22が中空体18の外周で完成し、該止水体はその第1シール部材36の内周面と中空体18の外周面との間に水密性を確保する。その後、止水体22は、中空体18の発進状態において、図20示すように、坑口プレート20と保持プレート24との間に挟持される。   Next, the stop including the annular first and second seal members 36 and 38 and the contact member 52 shown in the modification of the first embodiment of the waterstop, and the split member 40 that holds these members in an annular shape. Taking the water body 22 as an example, attachment of the waterstop body to the hollow body will be described. First, as shown in FIG. 18, in addition to the holding plate 24 on the outer periphery of the end portion of the hollow body 18 in the vicinity of the wellhead plate 20 welded to the mountain retaining wall 14 via the mounting frame 15 or outside the well, both are annular. The contact member 52, the first seal member 36, and the second seal member 38 are fitted together. Further, the three divided members 40 are temporarily placed at predetermined positions on the outer periphery of the hollow body 18, for example, between the first seal member 36 and the contact member 52 (FIG. 18), from which all the divided members 40 are placed. Positioning is performed on the sealing member so as to receive the first sealing member 36 in the circumferential groove 42 (FIG. 19). Further, the second seal member is fitted into the circumferential groove 44 of the dividing member 40, and the contact member 52 is fitted into the opposite circumferential groove 44 '. In this state, the flanges 48 of the divided members 40 are abutted, and all the divided members 40 are joined by bolts and nuts 50 through the bolt holes 46. Thus, the water stop body 22 is completed on the outer periphery of the hollow body 18, and the water stop body ensures water tightness between the inner peripheral surface of the first seal member 36 and the outer peripheral surface of the hollow body 18. Thereafter, the water blocking body 22 is sandwiched between the wellhead plate 20 and the holding plate 24 in the starting state of the hollow body 18, as shown in FIG.

止水体の実施例2の、環状のシール部材を使用しないで、3つの分割部材40のそれぞれに非環状の、すなわち有端のシール部材が配置されている止水体22(図10,11)は、3つの分割部材40を中空体の周りでボルト・ナット50(図6)により結合し、該中空体に取り付けることができる。   The water stop body 22 (FIGS. 10 and 11) in which the non-annular, that is, the end-sealed seal member is disposed in each of the three divided members 40 without using the annular seal member of the water stop body of the second embodiment. Three divided members 40 can be connected around the hollow body by bolts and nuts 50 (FIG. 6) and attached to the hollow body.

また、止水体の実施例3の、2部品で構成された止水体22は、先に説明した実施例1の変形例におけると同様に、中空体18に環状のシール部材54を嵌合させ、その後シール部材54の外周溝に補強ワイヤ56を配置し、これを締めてシール部材54を中空体18に固定する(図12)。   In addition, the water stop body 22 composed of two parts of the water stop body embodiment 3 is fitted with the annular seal member 54 in the hollow body 18 as in the modification example of the first embodiment described above, Thereafter, the reinforcing wire 56 is disposed in the outer peripheral groove of the seal member 54, and is tightened to fix the seal member 54 to the hollow body 18 (FIG. 12).

図20に示した状態において、中空体18は、先端が地中に、後端が坑内にある状態の下で、第1及び第2のシール部材36,38によって止水状態を保ったまま、止水体22を中空体18と共に坑口プレート20と保持プレート24との間で自由に移動させることができる。中空体18に対する推進抵抗のばらつき、中空体への偏心的な推進力の付与等による、止水体22の中空体18と共にする移動には、中空体軸線周りの角度的移動のほか、その軸線を移動させる移動があるが、これらの移動は、止水体22の外周にその運動を拘束するものがないことから、広範に行わせることができる。   In the state shown in FIG. 20, the hollow body 18 is maintained in a water-stopped state by the first and second seal members 36 and 38 under the state where the tip is in the ground and the rear end is in the pit. The waterstop 22 can be freely moved between the well plate 20 and the holding plate 24 together with the hollow body 18. The movement of the waterstop body 22 together with the hollow body 18 due to variations in the propulsion resistance with respect to the hollow body 18 and the application of an eccentric propulsive force to the hollow body 18 includes not only the angular movement around the hollow body axis line but also the axis line. Although there are movements to be moved, these movements can be performed widely because there is nothing to restrain the movement on the outer periphery of the water stop body 22.

本発明の実施例に係るシール装置が配置された坑内の発進坑口の部分縦断面図。The fragmentary longitudinal cross-sectional view of the starting wellhead in the mine where the sealing device concerning the Example of this invention is arrange | positioned. 図1に示したシール装置の正面図。The front view of the sealing device shown in FIG. 図1に示したシール装置を構成する坑口プレートの正面図。The front view of the wellhead plate which comprises the sealing apparatus shown in FIG. 図3の線4−4に沿って得た坑口プレートの縦断面図。FIG. 4 is a longitudinal sectional view of a wellhead plate taken along line 4-4 of FIG. 図1に示したシール装置を構成する保持プレートの正面図。The front view of the holding plate which comprises the sealing device shown in FIG. 図1に示したシール装置を構成する止水体の側面図。The side view of the water stop which comprises the sealing device shown in FIG. 図6の線7−7に沿って得た止水体の中央断面図。FIG. 7 is a central cross-sectional view of a waterstop obtained along line 7-7 in FIG. 6. 図6に示した止水体を構成する分割体を結合解除状態で示す、分解正面図。The disassembled front view which shows the division body which comprises the water stop body shown in FIG. 図8の線9−9に沿って得た止水体の中央断面図。FIG. 9 is a central cross-sectional view of a waterstop obtained along line 9-9 in FIG. 8. 止水体の第2の実施例を示す、図8と同様の分解正面図。The exploded front view similar to FIG. 8 which shows the 2nd Example of a water stop body. 図10に示した止水体の、図9と同様の中央断面図。The center sectional view similar to FIG. 9 of the waterstop shown in FIG. 止水体の第3の実施例を示す、図1と同様の縦断面図。The longitudinal cross-sectional view similar to FIG. 1 which shows the 3rd Example of a water stop body. 図12に示した実施例についての、図2と同様の正面図。The front view similar to FIG. 2 about the Example shown in FIG. 継手付き円形管である中空体とこれに取り付けられた止水体を示す、図2と同様の正面図。The front view similar to FIG. 2 which shows the hollow body which is a circular tube with a joint, and the water stop attached to this. 図14に示した止水体の正面図。The front view of the waterstop shown in FIG. 矩形の管である中空体とこれに取り付けられた止水体を示す、図2と同様の正面図。The front view similar to FIG. 2 which shows the hollow body which is a rectangular pipe | tube, and the water stop attached to this. 継手付きの2連の円形管である中空体とこれに取り付けられた止水体を示す、図2と同様の正面図。The front view similar to FIG. 2 which shows the hollow body which is a double circular pipe | tube with a joint, and the water stop attached to this. 止水体の中空体への取付けの第1段階を示す断面図。Sectional drawing which shows the 1st step of attachment to the hollow body of a water stop body. 分割部材の内周溝に第1シール部材が受け入れられた状態を示す、断面図。Sectional drawing which shows the state in which the 1st seal member was received by the internal peripheral groove | channel of a division member. 止水体が中空体の周りで結合され、中空体に固定された状態を示す、図1と同様の縦断面図。The longitudinal cross-sectional view similar to FIG. 1 which shows the state with which the water stop body was couple | bonded around the hollow body, and was fixed to the hollow body.

符号の説明Explanation of symbols

10 シール装置
14 土留め壁
16 坑内
18 中空体
20 坑口プレート
22 止水体
24 保持プレート
26,28 開口
30,32 ボルトとナット
36,38 シール部材
40 分割部材
42 内周溝
44,44’ 周溝
50 ボルト・ナット
52 コンタクト部材
DESCRIPTION OF SYMBOLS 10 Sealing device 14 Earth retaining wall 16 Tunnel 18 Hollow body 20 Wellhead plate 22 Water stop 24 Holding plate 26, 28 Opening 30, 32 Bolt and nut 36, 38 Seal member 40 Dividing member 42 Inner circumferential groove 44, 44 'Circumferential groove 50 Bolt / Nut 52 Contact member

Claims (21)

土留め壁を備える坑内から中空体を推進する際の地下水の坑内への侵入を阻止するシール装置であって、前記土留め壁に水密的に取り付けられる、前記中空体を受け入れる開口を有する坑口プレートと、前記中空体の外周面に取り付けられる止水体と、前記坑口プレートに取り付けられる、前記中空体を受け入れる開口を有する保持プレートとを含み、前記止水体は前記坑口プレートと前記保持プレートとの間に移動可能に保持される、シール装置。   A sealing device for preventing intrusion of groundwater into a pit when propelling a hollow body from a pit provided with a retaining wall, the wellhead plate having an opening for receiving the hollow body, which is watertightly attached to the retaining wall. A waterstop attached to the outer peripheral surface of the hollow body, and a holding plate attached to the wellhead plate and having an opening for receiving the hollow body, the waterstop between the wellhead plate and the holding plate. A sealing device that is held movably. 前記中空体は円形管又は継手付き円形管である、請求項1に記載のシール装置。   The sealing device according to claim 1, wherein the hollow body is a circular tube or a circular tube with a joint. 前記中空体は矩形管又は継手付き矩形管である、請求項1に記載のシール装置。   The sealing device according to claim 1, wherein the hollow body is a rectangular tube or a rectangular tube with a joint. 前記中空体は継手付きの円形又は矩形の多連管である、請求項1に記載のシール装置。   The sealing device according to claim 1, wherein the hollow body is a circular or rectangular multi-tube with a joint. 前記土留め壁は鋼矢板であり、前記坑口プレートは取付けフレームを介して前記鋼矢板に固定された鋼板であり、該鋼板はその周囲に取り付けられた、前記坑口プレートの開口の軸線に平行な複数のボルトを備える、請求項1に記載のシール装置。   The earth retaining wall is a steel sheet pile, the wellhead plate is a steel plate fixed to the steel sheet pile via an attachment frame, and the steel plate is attached to the periphery thereof and parallel to the axis of the opening of the wellhead plate. The sealing device according to claim 1, comprising a plurality of bolts. 前記止水体は、それぞれが、内周面に内周溝を有し、内側面に周溝を有する複数の分割部材と、前記内周溝に配置された第1のシール部材と、前記周溝に配置された第2のシール部材と、前記分割部材を一体に結合する手段とを含む、請求項1に記載のシール装置。   Each of the waterstops has an inner circumferential groove on the inner circumferential surface, a plurality of divided members having a circumferential groove on the inner side surface, a first seal member disposed in the inner circumferential groove, and the circumferential groove The sealing device according to claim 1, further comprising: a second seal member disposed on the first member, and means for integrally joining the divided members. 前記結合手段は、各分割部材の両端のそれぞれに設けられたフランジと、該フランジに設けられたボルト穴とを含み、前記分割部材は前記ボルト穴を経るボルトとナットとにより一体に結合される、請求項6に記載のシール装置。   The coupling means includes a flange provided at each end of each divided member and a bolt hole provided in the flange, and the divided member is integrally coupled by a bolt and a nut passing through the bolt hole. The sealing device according to claim 6. 前記結合手段は、各分割部材の外周に設けられた溝と、該溝に配置される鋼線とを含み、前記分割部材は前記鋼線により一体に結合される、請求項6に記載のシール装置。   The seal according to claim 6, wherein the coupling means includes a groove provided on an outer periphery of each divided member and a steel wire disposed in the groove, and the divided member is integrally coupled by the steel wire. apparatus. 前記第1及び第2のシール部材は無端の部材である、請求項6に記載のシール装置。   The sealing device according to claim 6, wherein the first and second sealing members are endless members. 前記第1及び第2のシール部材は複数の有端の部材が連続して成る、請求項6に記載のシール装置。   The sealing device according to claim 6, wherein the first and second sealing members include a plurality of end members. 各分割部材は、その外側面に周溝と、該周溝に配置されたコンタクト部材とを含む、請求項6ないし10のいずれか1項に記載のシール装置。   The sealing device according to any one of claims 6 to 10, wherein each divided member includes a circumferential groove on an outer surface thereof and a contact member disposed in the circumferential groove. 前記止水体は、ほぼ矩形の横断面形状を有し、外周面に溝が設けられた環状のシール部材と、前記溝に受け入れられる補強ワイヤとからなる、請求項1に記載のシール装置。   The sealing device according to claim 1, wherein the waterstop body includes an annular seal member having a substantially rectangular cross-sectional shape and provided with a groove on an outer peripheral surface, and a reinforcing wire received in the groove. 前記シール部材は合成ゴム製である、請求項12に記載のシール装置。   The sealing device according to claim 12, wherein the sealing member is made of synthetic rubber. 坑内から中空体を推進する際の地下水の坑内への侵入を阻止するシール装置に用いる止水体であって、それぞれが、内周面に内周溝を有し、内側面に周溝を有する複数の分割部材と、前記内周溝に配置された第1のシール部材と、前記周溝に配置された第2のシール部材と、前記分割部材を一体に結合する手段とを含む、止水体。   A waterstop used for a sealing device that prevents entry of groundwater into a mine when propelling a hollow body from the mine, each having an inner peripheral groove on the inner peripheral surface and a plurality of peripheral grooves on the inner surface A waterstop body comprising: a split member, a first seal member disposed in the inner circumferential groove, a second seal member disposed in the circumferential groove, and means for integrally coupling the divided members. 前記結合手段は、各分割部材の両端のそれぞれに設けられたフランジと、該フランジに設けられたボルト穴とを含み、前記分割部材は前記ボルト穴を経るボルトとナットとにより一体に結合される、請求項14に記載の止水体。   The coupling means includes a flange provided at each end of each divided member and a bolt hole provided in the flange, and the divided member is integrally coupled by a bolt and a nut passing through the bolt hole. The waterstop body according to claim 14. 前記結合手段は、各分割部材の外周に設けられた溝と、該溝に配置される鋼線とを含み、前記分割部材は前記鋼線により一体に結合される、請求項14に記載の止水体。   The said coupling | bonding means contains the groove | channel provided in the outer periphery of each division member, and the steel wire arrange | positioned in this groove | channel, The said division member is integrally couple | bonded by the said steel wire. Water body. 前記第1及び第2のシール部材は無端の部材である、請求項14に記載の止水体。   The waterstop body according to claim 14, wherein the first and second sealing members are endless members. 前記第1及び第2のシール部材は複数の線状の部材が連続して成る、請求項14に記載の止水体。   The water stop body according to claim 14, wherein the first and second sealing members are formed of a plurality of continuous linear members. 各分割部材は、その外側面に周溝と、該周溝に配置されたコンタクト部材とを含む、請求項14ないし18のいずれか1項に記載の止水体。   19. The waterstop according to claim 14, wherein each divided member includes a circumferential groove on an outer surface thereof and a contact member disposed in the circumferential groove. 坑内から中空体を推進する際の地下水の坑内への侵入を阻止するシール装置に用いる止水体であって、ほぼ矩形の横断面形状を有し、外周面に溝が設けられた環状のシール部材と、前記溝に受け入れられる補強ワイヤとからなる、止水体。   A waterstop used for a sealing device for preventing intrusion of groundwater into a mine when propelling a hollow body from the mine, and has an approximately rectangular cross-sectional shape, and an annular seal member provided with a groove on the outer peripheral surface And a waterstop body comprising a reinforcing wire received in the groove. 前記シール部材は合成ゴム製である、請求項20に記載の止水体。   The water stop body according to claim 20, wherein the seal member is made of synthetic rubber.
JP2004344858A 2004-11-29 2004-11-29 Seal device used for propelling hollow body and waterstop body thereof Expired - Fee Related JP4558462B2 (en)

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JPH1181873A (en) * 1997-09-10 1999-03-26 Toudentsuu:Kk Shaft port processing method, and shaft port structure in underground advancing construction method
JP2001248385A (en) * 2000-03-03 2001-09-14 Nippon Kokan Light Steel Kk Entrance packing for jacking
JP2004131926A (en) * 2002-10-08 2004-04-30 Kidoh Construction Co Ltd Mounting structure of pit mouth wall

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181873A (en) * 1997-09-10 1999-03-26 Toudentsuu:Kk Shaft port processing method, and shaft port structure in underground advancing construction method
JP2001248385A (en) * 2000-03-03 2001-09-14 Nippon Kokan Light Steel Kk Entrance packing for jacking
JP2004131926A (en) * 2002-10-08 2004-04-30 Kidoh Construction Co Ltd Mounting structure of pit mouth wall

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