JPH0624478Y2 - Water stop device for backfill material injection part in segment - Google Patents

Water stop device for backfill material injection part in segment

Info

Publication number
JPH0624478Y2
JPH0624478Y2 JP1988086660U JP8666088U JPH0624478Y2 JP H0624478 Y2 JPH0624478 Y2 JP H0624478Y2 JP 1988086660 U JP1988086660 U JP 1988086660U JP 8666088 U JP8666088 U JP 8666088U JP H0624478 Y2 JPH0624478 Y2 JP H0624478Y2
Authority
JP
Japan
Prior art keywords
packing
segment
water stop
backfill material
stop device
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 - Fee Related
Application number
JP1988086660U
Other languages
Japanese (ja)
Other versions
JPH0211897U (en
Inventor
勉 今野
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP1988086660U priority Critical patent/JPH0624478Y2/en
Publication of JPH0211897U publication Critical patent/JPH0211897U/ja
Application granted granted Critical
Publication of JPH0624478Y2 publication Critical patent/JPH0624478Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案はトンネル地山のライニングを構成するセグメン
トに明けられたグラウト注入孔の止水装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a water stop device for a grout injection hole formed in a segment that constitutes a lining of a tunnel ground.

(従来の技術) 従来、グラウト注入孔の止水装置は第3図に示すように
セグメント21のグラウト注入孔22内壁に装着されたソケ
ット23の一端に1つのOリング24を添装し、これを前記
ソケット23に螺着する閉塞栓25座面で押圧して液密シー
ルとするものであった。(実開昭61-23398号公報参照) (考案が解決しようとする問題点) 上述の止水装置では、止水部が線当たりとなるOリング
24のみを採用するものであるから、Oリング24の当たり
部に凹凸がある場合、止水効果は低下せざるを得なかっ
た。
(Prior Art) Conventionally, a water shut-off device for a grout injection hole has an O-ring 24 attached to one end of a socket 23 mounted on the inner wall of the grout injection hole 22 of a segment 21, as shown in FIG. Was pressed against the seat surface of the closing plug 25 screwed to the socket 23 to form a liquid-tight seal. (Refer to Japanese Utility Model Laid-Open No. 61-23398) (Problems to be solved by the invention) In the above-described water stop device, the O-ring in which the water stop portion is a line contact
Since only 24 is adopted, if the contact portion of the O-ring 24 has irregularities, the water-stopping effect is unavoidable.

(問題点を解決するための手段) 本考案に係る裏込材注入部の止水装置の特徴は、 グラウト注入口2の内周面に刻設されためねじ3の下端
側には、軸方向と径方向のいずれの方向にも止水もいを
有するパッキン4に対する第1座面の円錐面5と第2座
面の水平面6が形成され、閉塞栓7の外周面に刻設され
たおねじ8の下端部周縁には、前記パッキン4が嵌め込
まれる環状溝9が形成されており、前記パッキン4は軸
方向部分4Aの下方端に半径方向部分4Bを一体形成し
てなるところにある。
(Means for Solving the Problems) The feature of the water stop device of the backfill material injection part according to the present invention is that the lower end side of the screw 3 has an axial direction because it is engraved on the inner peripheral surface of the grout injection port 2. And a radial conical surface 5 of a first seat surface and a horizontal surface 6 of a second seat surface for a packing 4 having a water stop in both radial directions, and a male screw engraved on the outer peripheral surface of the closure plug 7. An annular groove 9 into which the packing 4 is fitted is formed at the peripheral edge of the lower end of the packing 8, and the packing 4 is formed by integrally forming a radial portion 4B at the lower end of the axial portion 4A.

(作用) トンネル地山の地下水がセグメントの裏込材注入孔から
トンネル内部に漏水しようとしても、該注入孔の止水部
に配設した径方向及び軸方向のいずれの方向にも止水性
を有する単一の環状パッキンにより充分に封止される。
(Operation) Even if the groundwater of the tunnel ground tries to leak into the inside of the tunnel from the backfill material injection hole of the segment, the water stoppage in both the radial direction and the axial direction arranged in the water stop portion of the injection hole is prevented. It is fully sealed by the single annular packing it has.

(実施例) 本考案の実施例につき、第1図乃至第2図を参照して説
明すると、1は鋼製セグメント、2は該セグメント1に
明けられた裏込材のグラウト注入孔、3は該注入孔2の
内周面に刻設されためねじである。そしてセグメント側
の上記めねじ3の下端側には、径方向(グラウト注入孔
2の径方向)と軸方向(グラウト注入孔2の中心軸線方
向)のいずれの方向にも止水性を有するパッキン4に対
する第1座面の円錐面5と第2座面の水平面6がそれぞ
れ形成されている。閉塞栓7には、その外周面におねじ
8が、該おねじ8の下端部周縁に前記パッキン4が嵌め
込まれる半円形の環状溝9がそれぞれ形成され、さらに
閉塞栓7の下面中央にはスパナ等に適合するねじ込み用
角ボス10が突設されている。
(Embodiment) An embodiment of the present invention will be described with reference to FIGS. 1 and 2. 1 is a steel segment, 2 is a grout injection hole for backing material formed in the segment 1, and 3 is It is a screw because it is engraved on the inner peripheral surface of the injection hole 2. On the lower end side of the female thread 3 on the segment side, a packing 4 having water-stopping properties in both the radial direction (radial direction of the grout injection hole 2) and the axial direction (center axis direction of the grout injection hole 2). A conical surface 5 of the first seat surface and a horizontal surface 6 of the second seat surface are respectively formed. A screw 8 is formed on the outer peripheral surface of the closure plug 7, and a semicircular annular groove 9 into which the packing 4 is fitted is formed on the peripheral edge of the lower end portion of the male screw 8. A screw-in square boss 10 suitable for a spanner or the like is provided in a protruding manner.

第1図に示す実施例では、パッキンとして断面が円弧面
部4A(軸方向部分)と水平面部4B(半径方向部分)
を一体にした形の合成ゴム等の弾性材でつくられた環状
パッキン4(第2A図)が使用されているので、グラウ
ト注入孔にパッキン4を介装して閉塞栓7をねじ込めば
円錐面5とパッキン4の円弧面部4Aが線接触し、水平
面6とパッキン4の水平面部4Bとが面接触してパッキ
ン4の外側に沿う漏水を封止し、また閉塞栓7の溝9の
円弧面とパッキン4の円弧面部4A、閉塞栓7のフラン
ジ面とパッキン4の下面がいずれも面接触してパッキン
4の内側に沿う漏水を封止する。
In the embodiment shown in FIG. 1, the packing has a circular cross section 4A (axial portion) and a horizontal plane 4B (radial portion).
Since an annular packing 4 (Fig. 2A) made of an elastic material such as synthetic rubber is used, the packing plug 4 is inserted in the grout injection hole and the plug 7 is screwed into the conical shape. The surface 5 and the arc surface 4A of the packing 4 are in line contact with each other, and the horizontal surface 6 and the horizontal surface 4B of the packing 4 are in surface contact to seal water leakage along the outside of the packing 4, and the arc of the groove 9 of the plug 7 is also provided. The surface and the arc surface 4A of the packing 4, and the flange surface of the closure plug 7 and the lower surface of the packing 4 are in surface contact with each other to seal water leakage along the inside of the packing 4.

万が一、円錐面5に凹凸があって漏水したとしても、水
平面6とパッキン4の平面部との面接触により封止する
ことができる。
Even if the conical surface 5 has irregularities and leaks water, it can be sealed by the surface contact between the horizontal surface 6 and the flat surface portion of the packing 4.

第2A図に示すパッキン4に代え、第2B図〜第2D図
に示す異形のパッキンを適用しても、パッキンの当たり
面を線及び面として径方向及び軸方向共に止水性を持っ
たパッキンとして機能させることができる。
Even if the modified packing shown in FIGS. 2B to 2D is applied in place of the packing 4 shown in FIG. 2A, the packing contact surface is a line and a surface, and the packing has a waterproof property in both the radial direction and the axial direction. Can be operated.

なお、本考案の実施例として鋼製セグメントにつき説明
してきたが、コンクリートセグメントやその他のセグメ
ントにおける裏込材注入部の止水装置としても適用でき
ることは勿論である。
Although the steel segment has been described as the embodiment of the present invention, it is needless to say that the present invention can be applied to a water stop device for a backing material injection portion in a concrete segment or other segments.

(考案の効果) 本考案によれば、地山側の地下水が裏込材注入部を通じ
てトンネル内に漏水しようとしても、パッキンは径方向
にも軸方向にも止水性を有するからこれを充分に封止す
ることができ、しかも高い液密シールを単一のパッキン
のみで可能にし、部品点数も従来の止水装置と同じで、
極めて容易、かつ安価に裏込材注入部に対する止水装置
を提供することができる。
(Effect of the Invention) According to the present invention, even if groundwater on the ground side tries to leak into the tunnel through the backfill material injection part, the packing has a water-stop property in both the radial direction and the axial direction, so that it is sufficiently sealed. It is possible to stop, yet high liquid-tight seal is possible with only a single packing, the number of parts is the same as the conventional water stop device,
It is possible to provide a water stop device for the backfill material injection portion extremely easily and inexpensively.

【図面の簡単な説明】[Brief description of drawings]

第1図は本考案の一実施例を示すもので、セグメントに
おける裏込材注入部の一部を破断した縦断面図、第2A
図〜第2D図は本考案の止水装置に適用されるパッキン
の変形例を示す断面図、第3図は従来の裏込材注入部の
第1図と同様部分の縦断面図である。 1……鋼製セグメント、2……グラウト注入孔、4……
パッキン、4A……パッキンの軸方向部分、4B……半
径方向部分、5……第1座面の円錐面、6……第2座面
の水平面、7……閉塞栓、9……環状溝。
FIG. 1 shows an embodiment of the present invention, and is a longitudinal sectional view in which a part of the backfill material injection portion in the segment is broken, FIG.
2 to 2D are sectional views showing a modified example of the packing applied to the water stopping apparatus of the present invention, and FIG. 3 is a vertical sectional view of the same portion as that of FIG. 1 of the conventional backfill material injecting section. 1 ... Steel segment, 2 ... Grout injection hole, 4 ...
Packing, 4A ... Axial part of packing, 4B ... Radial part, 5 ... Conical surface of first seat surface, 6 ... Horizontal surface of second seat surface, 7 ... Block plug, 9 ... Annular groove .

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】グラウト注入口2の内周面に刻設されため
ねじ3の下端側には、軸方向と径方向のいずれの方向に
も止水性を有するパッキン4に対する第1座面の円錐面
5と第2座面の水平面6が形成され、閉塞栓7の外周面
に刻設されたおねじ8の下端部周縁には、前記パッキン
4が嵌め込まれる環状溝9が形成されており、前記パッ
キン4は軸方向部分4Aの下方端に半径方向部分4Bを
一体形成してなることを特徴とするセグメントにおける
裏込材注入部の止水装置。
1. A cone of a first seating surface for a packing 4 having a waterproof property in both the axial direction and the radial direction on the lower end side of the screw 3 which is engraved on the inner peripheral surface of the grout inlet 2. A surface 5 and a horizontal surface 6 of the second seat surface are formed, and an annular groove 9 into which the packing 4 is fitted is formed at the lower end peripheral edge of the male screw 8 engraved on the outer peripheral surface of the closure plug 7. The packing 4 is formed by integrally forming a radial portion 4B at a lower end of an axial portion 4A, and a waterproofing device for a backfill material injecting portion in a segment.
JP1988086660U 1988-07-01 1988-07-01 Water stop device for backfill material injection part in segment Expired - Fee Related JPH0624478Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988086660U JPH0624478Y2 (en) 1988-07-01 1988-07-01 Water stop device for backfill material injection part in segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988086660U JPH0624478Y2 (en) 1988-07-01 1988-07-01 Water stop device for backfill material injection part in segment

Publications (2)

Publication Number Publication Date
JPH0211897U JPH0211897U (en) 1990-01-25
JPH0624478Y2 true JPH0624478Y2 (en) 1994-06-29

Family

ID=31311297

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988086660U Expired - Fee Related JPH0624478Y2 (en) 1988-07-01 1988-07-01 Water stop device for backfill material injection part in segment

Country Status (1)

Country Link
JP (1) JPH0624478Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5149229B2 (en) * 2009-03-30 2013-02-20 鹿島建設株式会社 Tunnel segment
CN108868818A (en) * 2018-08-03 2018-11-23 中国电建集团铁路建设有限公司 A kind of shield duct piece hole for hoist sealing cover

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5337244U (en) * 1976-09-07 1978-04-01
JPS6241897A (en) * 1985-08-16 1987-02-23 有限会社 十機精工 Opening section to which plug can be fitted

Also Published As

Publication number Publication date
JPH0211897U (en) 1990-01-25

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