JPH0248555Y2 - - Google Patents

Info

Publication number
JPH0248555Y2
JPH0248555Y2 JP7627584U JP7627584U JPH0248555Y2 JP H0248555 Y2 JPH0248555 Y2 JP H0248555Y2 JP 7627584 U JP7627584 U JP 7627584U JP 7627584 U JP7627584 U JP 7627584U JP H0248555 Y2 JPH0248555 Y2 JP H0248555Y2
Authority
JP
Japan
Prior art keywords
stopper
plug
diameter
hole
small
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP7627584U
Other languages
Japanese (ja)
Other versions
JPS60190894U (en
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 filed Critical
Priority to JP7627584U priority Critical patent/JPS60190894U/en
Publication of JPS60190894U publication Critical patent/JPS60190894U/en
Application granted granted Critical
Publication of JPH0248555Y2 publication Critical patent/JPH0248555Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔考案の属する技術分野〕 本考案は、トンネル覆工用のコンクリートセグ
メントの裏込め注入口の閉鎖栓に関するものであ
る。
[Detailed description of the invention] [Technical field to which the invention pertains] The present invention relates to a closure plug for a backfill injection port of a concrete segment for tunnel lining.

〔従来技術とその問題点〕[Prior art and its problems]

一般にトンネル施工のシールド工法では、リン
グ状に組立てられるシールドセグメントと地山と
の間に生じるテール・ボイドに裏込め材を注入す
る。この裏込め材はセグメントに注入口を設けて
ここから注入されるが、作業後は作業室内の気圧
を保持し、地下水の浸透を防ぐために前記注入口
は閉鎖しておく必要がある。
Generally, in the shield method for tunnel construction, backfilling material is injected into the tail void that occurs between the shield segment assembled in a ring shape and the ground. This backfilling material is injected through an injection port provided in the segment, but after work, the injection port must be closed to maintain the atmospheric pressure in the work chamber and prevent groundwater from penetrating.

古くはくさび状の木製栓を内側からハンマー等
で注入口内に単に押込むだけであつたが、作業室
内の気圧保持及び水密性が充分ではなく、また栓
の取付け、取外しに手間取るので第1図〜第3図
に示すような閉鎖栓がすでに提案されている。
In the old days, a wedge-shaped wooden stopper was simply pushed into the injection port from the inside with a hammer, but this method did not maintain sufficient air pressure or watertightness in the work chamber, and it took time to attach and remove the stopper, so the method shown in Figure 1. - A closure plug as shown in FIG. 3 has already been proposed.

すなわち、閉鎖栓1は合成樹脂により一体に形
成されており、有底筒体2の外周にねじ部3が形
成され、筒体2の底板4の外周にはフランジ5が
設けられ、また底板4の外面中央部には方形突起
状の回転用把み部6が形成されている。
That is, the closure plug 1 is integrally formed of synthetic resin, and a threaded portion 3 is formed on the outer periphery of a bottomed cylindrical body 2. A flange 5 is provided on the outer periphery of a bottom plate 4 of the cylindrical body 2. A rotating grip part 6 in the shape of a square projection is formed at the center of the outer surface of.

このような閉鎖栓1において、第4図に示すよ
うにコンクリートセグメント7には鋼製スリーブ
9が嵌合されて注入口8が形成されており、この
スリーブ9の先端部内周面に形成した雌ねじを介
して螺着される。
In such a closure plug 1, as shown in FIG. 4, a steel sleeve 9 is fitted to the concrete segment 7 to form an injection port 8, and a female thread formed on the inner peripheral surface of the tip end of the sleeve 9 is formed. It is screwed through.

しかしかかる閉鎖栓1では注入口8から裏込め
材としての防水性のモルタル10を注入して蓋し
た場合、モルタル10から注出されるフリージン
グ水16が栓1の近傍に回り込み、この部分に隙
間が生じてしまい、水密性を著しく損うおそれが
ある。また、1度閉めてしまつた閉鎖栓1を再度
取外してこの隙間を埋め直すことは技術的に困難
であり、信頼性を欠くものとなる。
However, in such a closure stopper 1, when waterproof mortar 10 is injected as a backfilling material from the injection port 8 and the lid is closed, freezing water 16 poured out from the mortar 10 flows around the stopper 1, creating a gap in this area. This may cause a significant loss of watertightness. Further, it is technically difficult to remove the closed stopper 1 once again and refill the gap, and this results in a lack of reliability.

〔考案の目的〕[Purpose of invention]

本考案の目的はかかる従来例の不都合を解消
し、栓で注入口を閉鎖した時に水の発生で生じる
空隙を閉鎖後に簡単かつ迅速に埋めることができ
るトンネルセグメントの裏込め注入口の閉鎖栓を
提供することにある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example, and to provide a closing plug for the backfilling inlet of a tunnel segment, which can easily and quickly fill the void created by water generation when the inlet is closed with the plug. It is about providing.

〔考案の要点〕[Key points of the idea]

しかしてこの目的は本考案によれば、有底筒体
の外周又は内周面にねじ部を形成した閉鎖栓にお
いて、該閉鎖栓の底板にねじ溝を有する小径貫通
孔を設け、この孔に小径栓を螺合するようにし
て、この小径貫通孔を介して後から注入口内の空
隙を埋めることにより達成される。
However, according to the present invention, the purpose of the lever is to provide a stopper in which a threaded portion is formed on the outer circumference or inner circumferential surface of a bottomed cylinder, and a small diameter through hole having a thread groove is provided in the bottom plate of the stopper; This is achieved by screwing together a small-diameter stopper and later filling the gap in the injection port through this small-diameter through-hole.

〔考案の実施例〕[Example of idea]

以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第5図は本考案の閉鎖栓の実施例を示す縦断正
面図、第6図は同上底面図で、前記従来例を示す
第1図〜第3図と同一構成要素には同一参照番号
を付した。
Fig. 5 is a longitudinal sectional front view showing an embodiment of the closure plug of the present invention, and Fig. 6 is a top and bottom view of the same, in which the same components as in Figs. 1 to 3 showing the conventional example are given the same reference numbers. did.

図中1は閉鎖栓で、有底筒体2の外周にねじ部
3を設け、筒体2の底板4の外周にはフランジ5
が形成され、また底板4の外面中央部に方形突起
状の回転用把み部6が膨出形成されている点は前
記従来例と同じである。
In the figure, reference numeral 1 indicates a closure plug, which has a threaded portion 3 on the outer periphery of a bottomed cylinder 2, and a flange 5 on the outer periphery of the bottom plate 4 of the cylinder 2.
This is the same as the conventional example in that a rotation grip 6 in the shape of a rectangular projection is formed in the center of the outer surface of the bottom plate 4 in a bulging manner.

このような閉鎖栓1の底板4に小径の貫通孔1
1を形成するが、この孔11の壁面にはねじ溝1
2を穿設する。そして該ねじ溝12に螺合するね
じ部13を形成した小径栓14を設けた。なお、
閉鎖栓1の材質は前記従来例と同じく合成樹脂で
もよいが鋼製の場合も考えられ、また小径栓14
も同様である。さらに、閉鎖栓14の底面に回転
用の溝15を形成し、小径貫通孔11を設ける位
置は底板4のいずれでもよいが、栓1の全体的強
度を損なわないようにするには一番肉厚の部分と
なる回転用把み部6の中央が望ましい。
A small diameter through hole 1 is formed in the bottom plate 4 of such a closure plug 1.
1 is formed on the wall surface of this hole 11.
2. A small-diameter plug 14 having a threaded portion 13 screwed into the threaded groove 12 was provided. In addition,
The material of the stopper 1 may be synthetic resin as in the conventional example, but it may also be made of steel.
The same is true. Further, a rotation groove 15 is formed on the bottom surface of the stopper 14, and the small diameter through hole 11 may be provided at any position on the bottom plate 4, but in order not to impair the overall strength of the stopper 1, it is necessary to The center of the rotating grip 6, which is the thickest part, is desirable.

第7図は本考案の他の実施例を示す一部切欠い
た正面図で、閉鎖栓1′は内側に突出して取付く
タイプで、筒体2′は内周にねじ部3′が形成され
ている場合である。このような閉鎖栓1′におい
ても、底板4′に小径貫通孔11′とこの孔11′
を閉じる小径栓14′をねじ結合で形成すればよ
い。
FIG. 7 is a partially cutaway front view showing another embodiment of the present invention, in which the closure plug 1' is of a type that protrudes inward and is attached, and the cylinder body 2' has a threaded part 3' formed on the inner periphery. This is the case. Also in such a closure plug 1', the bottom plate 4' has a small diameter through hole 11' and this hole 11'.
A small-diameter plug 14' for closing may be formed by threaded connection.

次に使用法を簡単に説明すれば、第4図におけ
る注入口8から防水性モルタル等の裏込め材を注
入し、閉鎖栓1を閉じるときは小径貫通孔11は
小径栓14できちんと閉じられている。なお、こ
の小径栓14は外側に突出する部分が全くないの
で、閉鎖栓1のセツト作業には何ら邪魔になるも
のではない。
Next, to briefly explain how to use it, a backfilling material such as waterproof mortar is injected from the injection port 8 in FIG. ing. Furthermore, since this small-diameter stopper 14 has no outwardly protruding portion, it does not interfere with the work of setting the closure stopper 1 in any way.

このようにして注入口8を閉鎖栓1で閉じて時
間が経過し、水が溜り込んだと思われるころに栓
1は取付けてあるままでドライバー等で小径栓1
4のみを外し、小径貫通孔11から薬液等を注入
してやれば栓1の近傍の空隙を確実に塞ぐことが
でき、あとは小径栓14で元どおりに閉じておけ
ばよい。
After some time has elapsed since the injection port 8 was closed with the stopper 1 in this way, and when it appears that water has accumulated, the small-diameter stopper 1 is removed with a screwdriver etc. while the stopper 1 is still attached.
If only the small diameter plug 4 is removed and a chemical solution or the like is injected through the small diameter through hole 11, the gap near the stopper 1 can be reliably closed, and the rest can be closed as before with the small diameter stopper 14.

〔考案の効果〕[Effect of idea]

以上述べたように本考案のトンネルセグメント
の裏込め注入口の閉鎖栓は、栓の底板にさらに小
径の栓を螺合可能に設けたので、本体部分として
の閉鎖栓で裏込め注入口をしつかり閉じたあとに
注入口内に空隙が生じたらこれを小径栓部分を介
して薬液等の注入で埋めることができ、全体を外
す必要がないので手間がかからず、また注入口閉
塞の信頼性を損うおそれのないものである。
As mentioned above, the closure plug for the backfilling inlet of the tunnel segment of the present invention has a smaller diameter plug that can be screwed onto the bottom plate of the plug, so the backfilling inlet can be closed with the closure plug as the main body part. If there is a gap in the inlet after it is closed, it can be filled by injecting a chemical solution etc. through the small diameter stopper, and there is no need to remove the entire thing, which saves time and improves the reliability of inlet blockage. There is no risk of damaging the

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の閉鎖栓の一部切欠いた正面図、
第2図は同上平面図、第3図は同上底面図、第4
図は使用例を示す縦断正面図、第5図は本考案の
閉鎖栓の1実施例を示す縦断正面図、第6図は同
上底面図、第7図は本考案の閉鎖栓の他の実施例
の使用状態を示す一部切欠いた正面図である。 1,1′……閉鎖栓、2,2′……筒体、3,
3′……ねじ部、4,4′……底板、5……フラン
ジ、6……回転用把み部、7……コンクリートセ
グメント、8……注入口、9……スリーバ、10
……モルタル、11……小径貫通孔、12……ね
じ溝、13……ねじ部、14……小径栓、15…
…回転用の溝、16……フリージング水。
Figure 1 is a partially cutaway front view of a conventional closure plug.
Figure 2 is a top view of the same as above, Figure 3 is a bottom view of the same as above, Figure 4 is a bottom view of the same as above.
The figure is a longitudinal sectional front view showing an example of use, Fig. 5 is a longitudinal sectional front view showing one embodiment of the closure plug of the present invention, Fig. 6 is a bottom view of the same, and Fig. 7 is another embodiment of the closure stopper of the present invention. It is a partially cutaway front view showing the usage state of the example. 1, 1'... Closing plug, 2, 2'... Cylindrical body, 3,
3'... Threaded part, 4, 4'... Bottom plate, 5... Flange, 6... Rotating grip part, 7... Concrete segment, 8... Inlet, 9... Sliver, 10
...Mortar, 11...Small diameter through hole, 12...Thread groove, 13...Threaded portion, 14...Small diameter plug, 15...
...Groove for rotation, 16...Freezing water.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 有底筒体の外周又は内周面にねじ部を形成した
閉鎖栓において、該閉鎖栓の底板にねじ溝を有す
る小径貫通孔を設け、この孔に小径栓を螺合する
ようにしたことを特徴とするトンネルセグメント
の裏込め注入口の閉鎖栓。
In a stopper in which a threaded portion is formed on the outer circumference or inner circumferential surface of a bottomed cylinder, a small-diameter through hole having a thread groove is provided in the bottom plate of the stopper, and the small-diameter stopper is screwed into this hole. Features a closure plug for the backfill inlet of the tunnel segment.
JP7627584U 1984-05-23 1984-05-23 Tunnel segment backfill inlet closure plug Granted JPS60190894U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7627584U JPS60190894U (en) 1984-05-23 1984-05-23 Tunnel segment backfill inlet closure plug

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7627584U JPS60190894U (en) 1984-05-23 1984-05-23 Tunnel segment backfill inlet closure plug

Publications (2)

Publication Number Publication Date
JPS60190894U JPS60190894U (en) 1985-12-18
JPH0248555Y2 true JPH0248555Y2 (en) 1990-12-19

Family

ID=30618266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7627584U Granted JPS60190894U (en) 1984-05-23 1984-05-23 Tunnel segment backfill inlet closure plug

Country Status (1)

Country Link
JP (1) JPS60190894U (en)

Also Published As

Publication number Publication date
JPS60190894U (en) 1985-12-18

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