JP2003293700A - Water sealing material - Google Patents

Water sealing material

Info

Publication number
JP2003293700A
JP2003293700A JP2002100526A JP2002100526A JP2003293700A JP 2003293700 A JP2003293700 A JP 2003293700A JP 2002100526 A JP2002100526 A JP 2002100526A JP 2002100526 A JP2002100526 A JP 2002100526A JP 2003293700 A JP2003293700 A JP 2003293700A
Authority
JP
Japan
Prior art keywords
water
slide plate
tunnel
segment
hole
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.)
Pending
Application number
JP2002100526A
Other languages
Japanese (ja)
Inventor
Taiji Morita
森田泰司
Yoshio Abe
安部吉生
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP2002100526A priority Critical patent/JP2003293700A/en
Publication of JP2003293700A publication Critical patent/JP2003293700A/en
Pending legal-status Critical Current

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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a water sealing material surely fixed to a segment and not moving from a disposed position. <P>SOLUTION: This water sealing material is disposed around a connection hole provided around the peripheral surface of a tunnel for connecting a drive device in the tunnel for driving an earth retaining slide plate to the earth retaining slide plate disposed on the outer peripheral surface of the tunnel. The water sealing material comprises a water swelling rubber material with a projected part 20 disposed as an upper surface material 2, a steel plate disposed as an intermediate material 3, and a water swelling rubber material disposed as a lower surface material 4. The upper surface material 2, intermediate material 3, and lower surface material 4 are integrally connected to each other, and fixing holes 11 are provided through these three members. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、山留用スライド板
を用いたトンネル同士の接合時に、一方のトンネル外周
面から他方のトンネルへ山留用スライド板を架け渡す
際、この山留用スライド板とトンネル内の駆動装置とを
繋ぐためにトンネル周面に設けた連結孔の周囲からの漏
水又は土砂の流入を防止するための止水材に関するもの
である。 【0002】 【従来の技術】シールドトンネル又は山岳トンネルやM
MST工法等において、同一進行方向に構築して近接す
る複数のトンネル間を接合し、大空間トンネルを構築す
る工法がある。ここで行なわれるシールドトンネル間の
接合は、図3に示すように、一方のシールドトンネルa
を構成するセグメントbの外周面に摺動自在に配置した
山留用スライド板cを他方のシールドトンネルdへ架け
渡して行なう。山留用スライド板cは、シールドトンネ
ルa内に配置した駆動装置eにより他方のシールドトン
ネルdへ向けて摺動する。セグメントbの外周面に配置
した山留用スライド板cと駆動装置eとは、セグメント
bに開設した連結孔fに連結腕gを通して直接連結して
いる。この際、連結孔fは、土中に開放するため、山留
用スライド板cをセグメントbの外周面に隣接するだけ
では、漏水や土砂の流入を充分に防止することができな
かった。そこで従来は、シールドトンネルa,d間の接
合時に、山留用スライド板cの位置する周囲地山に凍結
工法或いは薬液注入による地盤改良を行い、周囲地山を
安定化して止水したり、図3に示すように、セグメント
bの連結孔fと山留用スライド板cとの間に止水ゴムh
を配設することにより、連結孔fと山留用スライド板c
との隙間をシールして漏水や土砂の流入を防止すること
が多かった。止水ゴムhを使用する場合は、止水ゴムh
をセグメントbと山留用スライド板cとの間に挟み込ん
で固定するか、接着剤を用いてセグメントbの外周面に
固定している。 【0003】 【発明が解決しようとする課題】前記した従来の止水手
段にあっては、次のような問題点がある。 <イ> 凍結工法においては、その施工開始から地山の
安定を得るまでに時間がかかるから、シールドトンネル
間の接合作業開始までに数日の待ち時間が必要であり、
且つ施工コストも高い。 <ロ> 薬液注入においては、例えば地盤改良位置(シ
ールドトンネル接合位置)がシールドトンネルの底部側
である場合、薬液が広範囲に流出してしまい安定を図ろ
うとする範囲への確実な施工が困難であり、且つ地盤改
良の信頼性に不安がある。 <ハ> 止水ゴムを用いる場合、図3に示すように、止
水ゴムhは山留用スライド板cに引き摺られ、伸びた
り、巻き込まれたりして止水位置から移動してしまい、
移動した部分のシールに隙間ができ(図3の連結孔fの
右側)、漏水や土砂の流入を引き起こす恐れがある。 【0004】 【発明の目的】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、セグメントに確実に固定
し、止水位置から移動することのない、止水材を提供す
ることを目的とする。また、本発明は、シールドトンネ
ルを構成するセグメントの組立後、待ち時間を必要とせ
ず止水を図れる、止水材を提供することを目的とする。
更に、本発明は、シールドトンネルの接合位置を選ばず
に確実に止水を図れる、止水材を提供することを目的と
する。その上、本発明は、山留用スライド板に引き摺ら
れることのない、止水材を提供することを目的とする。
本発明は、これらの目的の少なくとも一つを達成するも
のである。 【0005】 【課題を解決するための手段】上記のような目的を達成
するために、本発明の止水材は、トンネル外周面に配設
する山留用スライド板に、該山留用スライド板を駆動す
るトンネル内の駆動装置を連結するためにトンネル周面
に設けた連結孔の周囲に配置する止水材であって、上面
材として配設した凸状部を有する水膨張性ゴム部材と、
中間材として配設した鋼板と、下面材として配設した水
膨張性ゴム部材と、からなり、前記上面材と中間材と下
面材を一体に接合し、前記した三部材を貫通する固定用
の穴を設けたことを特徴とするものである。ここで、
「トンネル外周面」は、例えばシールドトンネルにおい
てセグメントリングを構成するセグメントの外周面を指
す。 【0006】前述した、山留用スライド板には、トンネ
ル間の周辺地山を充分支持するだけの剛性を有する部材
である例えば公知の鋼板等を採用できる。また、凸状部
としては、先端が丸味をおびたものや平面を有するも
の、全体が先細り又は先太りしたもの等、山留用スライ
ド板との密着性を考慮した様々な公知形状を採用でき、
その数も連続した複数の凸部や、離隔した複数の凸部を
有するもの、或いはこれを組み合わせたものとしてもよ
い。更に、水膨張性ゴム部材は、水分を吸収して膨張す
ると共に弾性を有するもので、例えば高吸水ポリマーと
ゴムとの複合材や、水膨張性樹脂と合成ゴムを混合成型
加硫した複合材等の公知のものを採用できる。 【0007】 【発明の実施の形態】以下、図1及び2を参照しながら
本発明の実施の形態について説明する。 【0008】<イ>止水材 止水材1は、シールドトンネルのセグメント5に開設し
た連結孔50の周囲と山留用スライド板6との隙間を止
水するために、セグメント5の外周面と山留用スライド
板6との間に配置する部材である。本例の止水材1は、
上面材2と、中間材3と、下面材4とを一体に構成する
複合構造を呈する。この際、上面材2と中間材3との
間、及び下面材4と中間材3との間を例えば公知の接着
剤で以って一体に接合することができる。止水材1に
は、セグメント5の連結孔50を閉塞しない透孔10
と、この透孔10と重複しない複数の固定用穴11を有
する。透孔10は、前記三部材を貫通する開口であり、
山留用スライド板6の駆動時に駆動装置7の連結腕70
に干渉することのない大きさを呈する。固定用穴11
は、ボルト等の留め穴であり、固定手段による締結力を
受ける穴である。固定用穴11としては、例えば上面材
2側が下面材2側よりも逆円錐状に拡径した開口を有
し、少なくとも前記開口の逆円錐状の一部を中間材3に
かけるものが挙げられる。固定用穴11の開口の形状
は、本例で示した逆円錐形状とした一例の他、ボルト8
の頭部を図示しない矩形状とした場合に、ボルト8の頭
部を受ける座部が中間材3に位置するような形状、或い
はボルト8等の締結力を受けることのできる形状を任意
に選択することもできる。 【0009】止水材1は、セグメント5の連結孔50に
透孔10を重ね、固定用穴11をボルト留めやスタッド
留め、又はケミカルアンカー留め等の公知固定手段によ
りセグメント5の外周面に固定する。この際、連結孔5
1周りのセグメント5外周面には、固定用穴11に対応
する固定用口51が形成してある。固定用口51は、ボ
ルト留めであれば内周面にねじを切った穴でよいし、ケ
ミカルアンカー留めであれば固化剤注入用の穴とすれば
よい。この際、固定用穴11の逆円錐状の一部である中
間材3にボルト等の頭部が留まるようにすることで、固
定手段による止水材1のセグメント5外周面への固定力
を中間材3で受けることができる。なお、図1には、ボ
ルト8で固定する場合の一例について示しているが、ボ
ルト8等の頭部形状は、本例に示す逆円錐形状とした一
例の他、固定用穴11の開口形状に合わせて任意に選択
できる。また、ボルト8の頭部は、山留用スライド板6
との接触を避けるため、前述した固定用穴11より突出
しないように開口中に収容できるよう構成するとよい。
図1には、固定用穴11と固定用口51を止水材1の両
端位置にそれぞれ二つづつ設けて固定する一例が示して
あるが、これに限らず、止水材1を充分に固定できるの
であれば、固定箇所は図1上の両端に一箇所ずつや、二
箇所以上の複数箇所に設けてもよい。以下、止水材1を
構成する各部材について説明する。 【0010】<ロ>上面材 上面材2は、山留用スライド板6と密着する凸状部20
を有する部材であり、後述する中間材3の上面を被覆す
る。上面材2には、止水材1の透孔10を構成する孔と
固定用穴11を構成する穴をそれぞれ有する。上面材2
には、山留用スライド板6との密着性を高めて止水性を
高めるために、弾性を有しながら水分を吸収して膨張す
る特性を有する水膨張性ゴムを採用する。上面材2の凸
状部20は、止水材1の透孔10を囲繞するように形成
する。凸状部20の凸部21は、図1に示す連続した二
条のもの以外にも一条や複数条とすることもでき、各凸
部は連続して設けてもよいし離隔して設けてもよく、止
水状況に応じて適宜選択できる。また、凸部21の形状
についても、先端が丸味をおびたものや平面を呈するも
の、全体が先細り又は先太りしたもの等、山留用スライ
ド板6との密着性を考慮した様々な公知形状を採用でき
る。なお、本例においては、上面材2として水膨張性ゴ
ムを採用した好適な一例について示したが、これに限ら
ず、弾性を有する天然樹脂や化学樹脂等止水ゴムに採用
できる公知の素材を採用できる。 【0011】<ハ>中間材 中間材3は、止水材1の芯となる部材で、剛性を有する
板体からなる。中間材3には、止水材1の透孔10を構
成する孔と固定用穴11を構成する穴をそれぞれ有す
る。中間材3は、前述した上面材2と後述する下面材4
とに挟まれて位置する。中間部3は、山留用スライド板
6の摺動時に止水材1が巻き込まれて捲れたり、ズレた
りしないだけの剛性を有する。従って、中間部3は、前
記条件を備える部材であれば、鋼板や、公知金属製の板
体や硬性樹脂の板体等公知の板体を採用できる。止水材
1は、この中間材3を介してセグメント5に固定するこ
とで、山留用スライド板6を摺動させた際に、前述した
上面材2の引き摺られにより、巻き込まれて捲くれた
り、ズレたりすることを防止できる。 【0012】<ニ>下面材 下面材4は、セグメント5に密着する部材であり、前述
した中間材3の下面を被覆する。下面材4には、止水材
1の透孔10を構成する孔と固定用穴11を構成する穴
をそれぞれ有する。下面材4には、止水材1の固定時に
セグメント5との密着性を高めて止水性を高めるため
に、弾性を有しながら水分を吸収して膨張する特性を有
する水膨張性ゴムを採用する。この素材は、前述した上
面材2と同じ特性のものでもよい。また、本例におい
て、下面材4の素材として水膨張性ゴムを採用すること
は好適な一例に過ぎず、弾性を有する天然樹脂や化学樹
脂等止水ゴムに採用できる公知の素材が採用できる。 【0013】続いて、図1、2を参照しながら本発明の
実施の形態による止水材の設置及びシールドトンネル接
合時の一例について説明する。 <イ>止水材の設置 止水材1は、山留用スライド板6と共に、シールド掘進
機(図示せず)内で組み立てるセグメント5の外周面に
形成した連結孔50の止水位置に予め固定しておく。止
水材1は、セグメント5の外周面に形成した連結孔50
の周囲に穿設した固定用口51に固定用穴11を重ね、
ここをボルト8で締結して固定する。ボルト8は、その
頭部を、剛性を有する止水材1の中間材3に当てて留め
るから、固定が確実である。また、ボルト8留めによ
り、止水材1の下面材4はセグメント5外周面との密着
性が高くなり、セグメント5と止水材1との間を確実に
止水できる。セグメント5の外周面に固定した止水材1
上には、山留用スライド板6を載置する。この際、止水
材1と山留用スライド板6との当接面には、上面材2の
凸状部20が連結孔50の周囲を囲繞するように位置す
る。止水材1は、セグメント5の外周面に固定してある
から、止水材1は移動せず上面材2の凸状部20も連結
孔50の囲繞位置からずれることがなく、セグメント5
の連結孔50と山留用スライド板6との間の止水が確実
である。このように、セグメント51の連結孔50と山
留用スライド板6との間に止水材1を固定的に配置する
ことにより、この間の止水を確実に行うことができる。
以上のように、止水材1及び山留用スライド板6を設置
したセグメント5は、シールド掘進機(図示せず)へ搬
送し、シールドトンネルを組み立てる。 【0014】<ロ>シールドトンネル接合時 前述の通り、止水材1はセグメント5の外周面に固定的
に配設するため、シールドトンネルの接合時において、
山留用スライド板6を駆動装置7で摺動する際、止水材
1が山留用スライド板6に引き摺られて捲くれたり、ズ
レたりして止水位置から移動することが無くなる。これ
により、山留用スライド板6をシールドトンネル間に掛
け渡す間、セグメント51の連結孔50周囲の止水を確
実にできる。 【0015】 【発明の効果】本発明の止水材は以上説明したようにな
るから次のような効果を得ることができる。 <イ> 止水材は、ボルト等によりセグメントに確実に
固定するため、山留用スライド板に引き摺られることが
なく、止水位置から移動しない。よって、確実な止水効
果を得ることができる。 <ロ> 凍結工法による周囲地山の安定化と比較して、
シールドトンネルを構成するセグメントの組立後、地山
の安定を得るまでに待ち時間を必要とせず、確実な止水
の下に直ちに接合作業を開始でき、作業期間を短縮でき
ると共にそのコストも安価にできる。 <ハ> 薬液注入による周囲地山の安定化と比較して、
例えばトンネル底面側等、トンネルのどの位置において
も確実に止水が図れる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for connecting a landslide slide plate from the outer peripheral surface of one tunnel to the other tunnel when joining the tunnels using the landslide slide plate. The present invention relates to a water-stopping material for preventing leakage of water or inflow of earth and sand from around a connection hole provided in a tunnel peripheral surface for connecting the retaining plate with a driving device in a tunnel when passing. [0002] Shield tunnels or mountain tunnels and M
In the MST method and the like, there is a method of constructing a large space tunnel by joining a plurality of adjacent tunnels constructed in the same traveling direction. The junction between the shield tunnels performed at this time is, as shown in FIG.
Is carried out by bridging a ridge slide plate c slidably disposed on the outer peripheral surface of the segment b constituting the shield tunnel d. The slide plate c for dome is slid toward the other shield tunnel d by the driving device e disposed in the shield tunnel a. The slide plate c for retaining and the driving device e arranged on the outer peripheral surface of the segment b are directly connected to the connection hole f formed in the segment b through the connection arm g. At this time, since the connecting hole f is opened in the soil, it is not possible to sufficiently prevent water leakage and inflow of earth and sand by merely adjoining the ridge slide plate c to the outer peripheral surface of the segment b. Therefore, conventionally, at the time of joining between the shield tunnels a and d, the surrounding ground where the slide plate c for retaining is located is improved by a freezing method or a chemical solution injection to stabilize the surrounding ground and stop water. As shown in FIG. 3, the waterproof rubber h is provided between the connecting hole f of the segment b and the slide plate c for retaining.
By disposing the connecting hole f and the slide plate c
In many cases, the gap between them was sealed to prevent water leakage and inflow of earth and sand. When using the waterproof rubber h, use the waterproof rubber h
Is fixed by sandwiching it between the segment b and the slide plate c for ridges, or is fixed to the outer peripheral surface of the segment b using an adhesive. [0003] The above-mentioned conventional water stopping means has the following problems. <B> In the freezing method, since it takes time from the start of the construction to the stability of the ground, several days of waiting time is required before the joining work between the shield tunnels starts.
And construction cost is high. <B> In the case of chemical injection, for example, when the ground improvement position (shield tunnel junction position) is on the bottom side of the shield tunnel, the chemical liquid flows out over a wide area, and it is difficult to perform reliable construction in the range where stability is to be achieved. Yes, and there is concern about the reliability of ground improvement. <C> In the case of using the waterproof rubber, as shown in FIG. 3, the waterproof rubber h is dragged by the landslide slide plate c, and stretches or gets caught and moves from the waterproof position,
A gap is formed in the seal of the moved portion (right side of the connection hole f in FIG. 3), which may cause water leakage and inflow of earth and sand. SUMMARY OF THE INVENTION [0004] The present invention has been made to solve the above-mentioned conventional problems, and provides a water-stop material which is securely fixed to a segment and does not move from a water-stop position. The purpose is to do. Another object of the present invention is to provide a water-stopping material that can achieve water-stopping without requiring a waiting time after assembling the segments constituting the shield tunnel.
Still another object of the present invention is to provide a water-stopping material that can reliably stop water regardless of the joining position of the shield tunnel. In addition, an object of the present invention is to provide a waterproof material which is not dragged by a landslide slide plate.
The present invention achieves at least one of these objects. [0005] In order to achieve the above-mentioned object, a waterproof material according to the present invention is provided on a ridge slide plate provided on the outer peripheral surface of a tunnel. A water-swelling material disposed around a connection hole provided on a tunnel peripheral surface to connect a driving device in a tunnel to be driven, and a water-expandable rubber member having a convex portion disposed as an upper surface material,
A steel plate disposed as an intermediate member, and a water-swellable rubber member disposed as a lower surface member, the upper surface member, the intermediate member and the lower surface member are integrally joined, and the fixing member penetrates the three members. It is characterized by having holes. here,
The “tunnel outer peripheral surface” refers to an outer peripheral surface of a segment forming a segment ring in a shield tunnel, for example. As the above-mentioned slide plate for mountain retaining, a known steel plate, which is a member having sufficient rigidity to sufficiently support the ground around the tunnel, can be adopted. In addition, as the convex portion, those having a rounded tip or a flat surface, such as a tapered or tapered one, can adopt various known shapes in consideration of the adhesiveness with the landslide slide plate,
The number thereof may include a plurality of continuous convex portions, a plurality of spaced convex portions, or a combination thereof. Further, the water-swellable rubber member expands by absorbing moisture and has elasticity. For example, a composite material of a highly water-absorbing polymer and rubber or a composite material obtained by mixing and vulcanizing a water-swellable resin and synthetic rubber And the like can be adopted. An embodiment of the present invention will be described below with reference to FIGS. 1 and 2. <A> Water-Stopping Material The water-stopping material 1 is provided on the outer peripheral surface of the segment 5 in order to stop water in the gap between the connection hole 50 formed in the segment 5 of the shield tunnel and the slide plate 6 for ridge. It is a member arranged between the slide plate 6 for the dome. The waterproof material 1 of this example is
It has a composite structure in which the upper surface member 2, the intermediate member 3, and the lower surface member 4 are integrally formed. At this time, the upper surface member 2 and the intermediate member 3 and the lower surface member 4 and the intermediate member 3 can be integrally joined by, for example, a known adhesive. The water blocking material 1 has a through hole 10 that does not close the connection hole 50 of the segment 5.
And a plurality of fixing holes 11 which do not overlap with the through holes 10. The through hole 10 is an opening penetrating the three members,
The connecting arm 70 of the driving device 7 when driving the slide plate 6 for mountain stay
Presents a size that does not interfere with Fixing hole 11
Is a retaining hole for a bolt or the like, and is a hole that receives the fastening force of the fixing means. As the fixing hole 11, for example, a hole having an opening whose upper surface member 2 side has an inverted conical shape larger than that of the lower surface member 2 side, and at least a part of the opening having an inverted cone shape is applied to the intermediate member 3. . The shape of the opening of the fixing hole 11 is not limited to the example of the inverted conical shape shown in this example, and the bolt 8
When the head of the head is formed in a rectangular shape (not shown), a shape in which the seat for receiving the head of the bolt 8 is located on the intermediate member 3 or a shape capable of receiving the fastening force of the bolt 8 or the like is arbitrarily selected. You can also. The water-stopping material 1 has the through hole 10 overlapped with the connecting hole 50 of the segment 5 and the fixing hole 11 is fixed to the outer peripheral surface of the segment 5 by known fixing means such as bolting, stud fixing, or chemical anchoring. I do. At this time, the connecting hole 5
A fixing port 51 corresponding to the fixing hole 11 is formed on the outer peripheral surface of the segment 5 around one. The fixing port 51 may be a threaded hole on the inner peripheral surface if it is bolted, or a hole for injecting a solidifying agent if it is chemical anchored. At this time, by fixing the head of the bolt or the like to the intermediate member 3 which is a part of the inverted cone of the fixing hole 11, the fixing force of the water stopping material 1 to the outer peripheral surface of the segment 5 by the fixing means is reduced. It can be received by the intermediate material 3. FIG. 1 shows an example of the case of fixing with a bolt 8, but the shape of the head of the bolt 8 and the like is not limited to the example of the inverted conical shape shown in this example, and the opening shape of the fixing hole 11 is also shown. It can be arbitrarily selected according to. Further, the head of the bolt 8 is attached to the slide plate 6 for the dome.
In order to avoid contact with the fixing holes 11, it is preferable to be configured to be able to be accommodated in the opening so as not to protrude from the fixing hole 11 described above.
FIG. 1 shows an example in which two fixing holes 11 and two fixing holes 51 are provided at both ends of the water-stopping material 1 and fixed. However, the present invention is not limited to this, and the water-stopping material 1 is sufficiently provided. As long as it can be fixed, the fixing points may be provided at one end at each end on FIG. 1 or at two or more positions. Hereinafter, each member constituting the water blocking material 1 will be described. <B> Upper surface material The upper surface material 2 is a convex portion 20 which is in close contact with the landslide slide plate 6.
And covers the upper surface of an intermediate material 3 described later. The upper surface member 2 has a hole that forms the through hole 10 of the water blocking material 1 and a hole that forms the fixing hole 11. Upper surface material 2
In order to enhance the adhesion to the landslide slide plate 6 and to improve the water stopping performance, a water-swellable rubber having the property of absorbing moisture while expanding while having elasticity is adopted. The convex portion 20 of the upper surface member 2 is formed so as to surround the through hole 10 of the waterproof material 1. The protrusions 21 of the protrusions 20 may be one or more than two continuous ones shown in FIG. 1, and the respective protrusions may be provided continuously or separated from each other. Well, it can be appropriately selected according to the water stopping condition. Also, as for the shape of the convex portion 21, various known shapes in consideration of the adhesion to the landslide slide plate 6, such as those having a rounded tip, a flat surface, and a tapered or tapered whole, are used. Can be adopted. In addition, in this example, although the suitable example which employ | adopted the water-expandable rubber as the upper surface material 2 was shown, it is not limited to this, A well-known material which can be employ | adopted as a natural resin having elasticity, a chemical resin, etc. Can be adopted. <C> Intermediate material The intermediate material 3 is a member serving as a core of the water blocking material 1 and is made of a rigid plate. The intermediate member 3 has a hole that forms the through hole 10 of the water blocking material 1 and a hole that forms the fixing hole 11. The intermediate member 3 includes an upper surface member 2 described above and a lower surface member 4 described later.
It is located between. The intermediate portion 3 has such a rigidity that the water-stopping material 1 is not rolled up or displaced when the slide plate 6 for siding slides. Therefore, the intermediate portion 3 may be a known plate, such as a steel plate, a plate made of a known metal, or a plate made of a hard resin, as long as the member satisfies the above conditions. The water-stopping material 1 is fixed to the segment 5 via the intermediate member 3, so that when the landslide slide plate 6 is slid, the water-stopping member 1 is dragged by the above-described upper surface member 2 so as to be caught and turned up. Can be prevented from shifting. <D> Lower surface member The lower surface member 4 is a member that is in close contact with the segment 5 and covers the lower surface of the intermediate member 3 described above. The lower surface member 4 has a hole that forms the through hole 10 of the water blocking material 1 and a hole that forms the fixing hole 11. The lower surface member 4 is made of a water-swellable rubber having a property of absorbing moisture and expanding while having elasticity, in order to increase the adhesion to the segment 5 and increase the water-stopping property when the water-stopping material 1 is fixed. I do. This material may have the same characteristics as the upper surface material 2 described above. In the present embodiment, the use of water-expandable rubber as a material of the lower surface member 4 is merely a preferable example, and a known material that can be used for a waterproof rubber such as an elastic natural resin or a chemical resin can be used. Next, an example of installation of a water blocking material and joining of a shield tunnel according to an embodiment of the present invention will be described with reference to FIGS. <A> Installation of water-stopping material The water-stopping material 1 is fixed in advance to the water-stop position of the connection hole 50 formed on the outer peripheral surface of the segment 5 to be assembled in the shield machine (not shown) together with the slide plate 6 for the ridge. Keep it. The water blocking material 1 is provided with connection holes 50 formed in the outer peripheral surface of the segment 5.
The fixing hole 11 is overlapped with the fixing hole 51 drilled around the
This is fastened and fixed with bolts 8. Since the head of the bolt 8 abuts against the intermediate member 3 of the rigid waterproof material 1, the bolt 8 is securely fixed. In addition, the lower surface material 4 of the water-stopping material 1 has high adhesion to the outer peripheral surface of the segment 5 by the bolt 8 fastening, so that water can be reliably stopped between the segment 5 and the water-stopping material 1. Waterproof material 1 fixed to the outer peripheral surface of segment 5
On the top, the slide plate 6 for mountain stay is mounted. At this time, the convex portion 20 of the upper surface material 2 is positioned on the contact surface between the water blocking material 1 and the retaining plate 6 so as to surround the connection hole 50. Since the water-stopping material 1 is fixed to the outer peripheral surface of the segment 5, the water-stopping material 1 does not move and the convex portion 20 of the upper surface member 2 does not deviate from the surrounding position of the connection hole 50.
The water stop between the connecting hole 50 and the slide plate 6 for dome is ensured. In this manner, by arranging the water-stopping material 1 between the connection hole 50 of the segment 51 and the slide plate 6 for anchoring, the water-stopping therebetween can be reliably performed.
As described above, the segment 5 on which the water-stopping material 1 and the retaining plate 6 are installed is transported to a shield machine (not shown) to assemble a shield tunnel. <B> At the time of joining the shield tunnel As described above, since the water blocking material 1 is fixedly arranged on the outer peripheral surface of the segment 5, at the time of joining the shield tunnel,
When sliding the slide plate 6 for mountain retaining by the driving device 7, the water-stopping material 1 is not dragged by the slide plate 6 for mountain retaining and does not move from the water stopping position due to being turned up or shifted. Thus, while the slide plate 6 for ridges is bridged between the shield tunnels, the water stop around the connection hole 50 of the segment 51 can be reliably ensured. As described above, the waterproof material of the present invention has the following advantages. <B> Since the water-stopping material is securely fixed to the segment with bolts or the like, it is not dragged by the landslide plate and does not move from the water-stopping position. Therefore, a reliable water stopping effect can be obtained. <B> Compared with the stabilization of the surrounding ground by the freezing method,
After assembling the segments that make up the shield tunnel, there is no need to wait for the ground to stabilize, and the joining work can be started immediately under reliable water stoppage, reducing the work period and reducing the cost. it can. <C> Compared to stabilization of the surrounding ground by injecting the chemical,
For example, water can be reliably stopped at any position of the tunnel, such as the bottom side of the tunnel.

【図面の簡単な説明】 【図1】 本発明の止水材の実施例の説明図 【図2】 本発明の止水材の使用例を示した説明図 【図3】 従来の止水材をシールドトンネル連結に使用
する際の説明図 【符号の説明】 1 ・・・止水材 10・・・透孔 11・・・固定用穴 2 ・・・上面材 20・・・凸状部 3 ・・・中間材 4 ・・・下面材 5 ・・・シールドトンネル 50・・・セグメント 51・・・連結孔 6 ・・・山留用スライド板
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory view of an embodiment of a water-stopping material of the present invention. FIG. 2 is an explanatory view showing an example of use of a water-stopping material of the present invention. [Description of reference numerals] 1 ... water blocking material 10 ... through hole 11 ... fixing hole 2 ... top surface material 20 ... convex portion 3 ... Intermediate material 4 ... Bottom material 5 ... Shield tunnel 50 ... Segment 51 ... Connection hole 6 ... Slide plate for dome

Claims (1)

【特許請求の範囲】 【請求項1】トンネル外周面に配設する山留用スライド
板に、該山留用スライド板を駆動するトンネル内の駆動
装置を連結するためにトンネル周面に設けた連結孔の周
囲に配置する止水材であって、 上面材として配設した凸状部を有する水膨張性ゴム部材
と、 中間材として配設した鋼板と、 下面材として配設した水膨張性ゴム部材と、からなり、 前記上面材と中間材と下面材を一体に接合し、前記した
三部材を貫通する固定用の穴を設けたことを特徴とす
る、 止水材。
Claims: 1. A connecting hole provided in a tunnel peripheral surface for connecting a driving device in a tunnel for driving the mountain retaining slide plate to a mountain retaining slide plate disposed on the outer peripheral surface of the tunnel. A water-swellable rubber member having a convex portion provided as an upper surface material, a steel plate provided as an intermediate material, and a water-swellable rubber member provided as a lower surface material A water blocking material, wherein the upper surface member, the intermediate member, and the lower surface member are integrally joined, and a fixing hole penetrating the three members is provided.
JP2002100526A 2002-04-02 2002-04-02 Water sealing material Pending JP2003293700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002100526A JP2003293700A (en) 2002-04-02 2002-04-02 Water sealing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002100526A JP2003293700A (en) 2002-04-02 2002-04-02 Water sealing material

Publications (1)

Publication Number Publication Date
JP2003293700A true JP2003293700A (en) 2003-10-15

Family

ID=29241404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002100526A Pending JP2003293700A (en) 2002-04-02 2002-04-02 Water sealing material

Country Status (1)

Country Link
JP (1) JP2003293700A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159180A (en) * 2019-03-20 2020-10-01 タキロンシーアイ株式会社 Cut-off member for segment and cut-off structure for segment
JP2020159181A (en) * 2019-03-20 2020-10-01 タキロンシーアイ株式会社 Cut-off member for joint-like part and cut-off structure for joint-like part
JP2022091461A (en) * 2020-12-09 2022-06-21 早川ゴム株式会社 Water-stop structure for grout hole in shield segment

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159180A (en) * 2019-03-20 2020-10-01 タキロンシーアイ株式会社 Cut-off member for segment and cut-off structure for segment
JP2020159181A (en) * 2019-03-20 2020-10-01 タキロンシーアイ株式会社 Cut-off member for joint-like part and cut-off structure for joint-like part
JP7348111B2 (en) 2019-03-20 2023-09-20 タキロンシーアイ株式会社 Water-stopping member for joint-like parts and water-stopping structure for joint-like parts
JP7348110B2 (en) 2019-03-20 2023-09-20 タキロンシーアイ株式会社 Water stop member for segments and water stop structure for segments
JP2022091461A (en) * 2020-12-09 2022-06-21 早川ゴム株式会社 Water-stop structure for grout hole in shield segment
JP7097634B2 (en) 2020-12-09 2022-07-08 早川ゴム株式会社 Water-stop structure for grout holes in shield segments

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