JPS6323520Y2 - - Google Patents

Info

Publication number
JPS6323520Y2
JPS6323520Y2 JP5601983U JP5601983U JPS6323520Y2 JP S6323520 Y2 JPS6323520 Y2 JP S6323520Y2 JP 5601983 U JP5601983 U JP 5601983U JP 5601983 U JP5601983 U JP 5601983U JP S6323520 Y2 JPS6323520 Y2 JP S6323520Y2
Authority
JP
Japan
Prior art keywords
groove
water
protrusion
gutter
stop member
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
JP5601983U
Other languages
Japanese (ja)
Other versions
JPS59160700U (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 JP5601983U priority Critical patent/JPS59160700U/en
Publication of JPS59160700U publication Critical patent/JPS59160700U/en
Application granted granted Critical
Publication of JPS6323520Y2 publication Critical patent/JPS6323520Y2/ja
Granted legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Description

【考案の詳細な説明】 本考案は、トンネルのコンクリート継ぎ目から
の漏水を処理するための目地用止水部材に関す
る。
[Detailed Description of the Invention] The present invention relates to a water stop member for joints for treating water leakage from concrete joints in tunnels.

例えば、第1図に示すようなアーチ形のトンネ
ル1で、コンクリート打継ぎ部からの漏水を処理
するには第2図に示すように目地溝2を設け、こ
こにゴム製の止水部材を挿入して継ぎ目3からの
漏水を外側に出さずに排水溝5へと導くものであ
る。
For example, in an arch-shaped tunnel 1 as shown in Fig. 1, to treat water leakage from the concrete joint, a joint groove 2 is provided as shown in Fig. 2, and a rubber water-stop member is installed here. It is inserted to guide water leaking from the seam 3 to the drainage ditch 5 without leaking to the outside.

かかる止水部材の一例を示すと、該止水部材9
は複数のひれ6a,6a′…を外側に形成した樋部
7の側壁6、足部8からなり、この足部8をハン
マー等でたたきながら目地溝2内に止水部材9を
圧入すれば足部8は湾曲しながら溝2に固定さ
れ、継ぎ目3からの漏水は樋部7に集められて流
れ別の場所で排水溝5へ排出されるものである。
An example of such a water stop member is the water stop member 9.
consists of a side wall 6 and a leg part 8 of a gutter part 7 with a plurality of fins 6a, 6a'... formed on the outside, and by pressing the water stop member 9 into the joint groove 2 while hitting the leg part 8 with a hammer etc. The foot part 8 is fixed to the groove 2 while being curved, and water leaking from the joint 3 is collected in the gutter part 7 and drained to the drainage groove 5 at another location.

図中、10は足部8とひれ間に差入れたスポン
ジ、11は足部8とコンクリートの界面に充填す
るコーキング材を示す。
In the figure, 10 indicates a sponge inserted between the foot 8 and the fin, and 11 indicates a caulking material filled at the interface between the foot 8 and concrete.

このような従来の止水部材9では、湧水が多い
場合にはひれ6a,6a′…や足部8端の他に前記
スポンジ10で止水を行うようにしているが、ま
だ完全な効果を期待し得るものとは言えず、さら
にひれ6a,6a′…の存在形状が複雑となり製作
も面倒であり、ここが破断しやすい脆弱部となる
おそれもあり、さらにコーキング材11が足部8
から離脱する危険もある。
In such a conventional water stop member 9, when there is a lot of spring water, water is stopped using the sponge 10 in addition to the fins 6a, 6a'... and the end of the foot 8, but it is still not completely effective. In addition, the shape of the fins 6a, 6a', etc. is complicated and manufacturing is troublesome, and there is a risk that these parts may become fragile parts that are easily broken.
There is also a risk of leaving.

本考案の目的は前記従来例の不都合を解消し、
止水効果を高め、かつ全体に堅牢でしかもコーキ
ング材としての接着剤の剥離防止を考慮したトン
ネル目地用の止水部材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,
To provide a water-stopping member for tunnel joints which has an enhanced water-stopping effect, is solid as a whole, and takes into consideration prevention of peeling of an adhesive used as a caulking material.

しかしてこの目的は本考案によれば、断面略コ
字形の樋状となつて目地内に圧入される止水部材
において、樋部側壁の外面に長手方向に溝を設け
て水膨潤性シール材を収め、該溝の下段に切欠き
溝を存して圧接用突条を一体に突出し、該突条と
樋部底板を構成する厚板体側面とでなる接着剤充
填部に剥離防止用の突条を一体成形で突設するこ
とにより達成される。
According to the present invention, this object is achieved by providing a water-stopping component that is gutter-shaped with a roughly U-shaped cross section and is pressed into a joint, by providing a longitudinal groove on the outer surface of the gutter side wall to accommodate a water-swellable sealant, by providing a notched groove at the lower level of the groove through which a pressure-welding protrusion is integrally protruded, and by integrally molding a protrusion for preventing peeling into the adhesive-filled section consisting of the protrusion and the side surface of the thick plate that constitutes the bottom plate of the gutter.

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3図は本考案の止水部材12の実施例を示す
縦断正面図で、本体部分は例えばクロロプレンゴ
ム等の合成ゴムや塩化ビニル系樹脂である熱可塑
性樹脂など圧縮の反発弾性の高い材質をもつて作
成され、図面上前後方向に連続する帯状体からな
る。
FIG. 3 is a longitudinal sectional front view showing an embodiment of the water stop member 12 of the present invention, in which the main body is made of a material with high compression resilience such as synthetic rubber such as chloroprene rubber or thermoplastic resin such as vinyl chloride resin. It consists of a continuous band-shaped body in the front-back direction in the drawing.

図中13,13′は内側に樋部14を形成する
側壁で、少し外向きに傾斜させて樋部14の底板
を構成する厚板体15から突出させる。この側壁
13,13′の外面は平面16に形成し、その下
方に溝17を長手方向に設ける。この溝17内に
は水膨潤性のシール材18を納めるが、該シール
材18の材質としては、膨潤性ポリウレタン樹
脂、あるいは膨潤性ポリビニルのごとき、水膨潤
性高分子物質を主材とした組成物、ポリエチレン
オキシドの変性物、スチレン−無水マレイン酸共
重合体、ポリビニルピロリドン架橋物、アクリル
酸−アクリルアマイド共重合体架橋物、デンプン
−アクリロニトリル共重合体の加水分解物、セル
ロース誘導体の高分子物質を用いて作成したもの
などが考えられる。
In the figure, reference numerals 13 and 13' denote side walls forming the gutter section 14 inside, which are slightly inclined outward and project from the thick plate body 15 constituting the bottom plate of the gutter section 14. The outer surfaces of the side walls 13, 13' are formed into a flat surface 16, and a groove 17 is provided in the longitudinal direction below the surface. A water-swellable sealing material 18 is placed in this groove 17, and the material of the sealing material 18 is a composition mainly made of a water-swellable polymeric substance such as swelling polyurethane resin or swelling polyvinyl. modified products of polyethylene oxide, styrene-maleic anhydride copolymers, cross-linked polyvinylpyrrolidone products, cross-linked acrylic acid-acrylamide copolymers, hydrolysates of starch-acrylonitrile copolymers, polymeric substances of cellulose derivatives Possible examples include those created using .

前記溝17の下段に割の深い切欠き溝19を設
けるが、この溝19の最深部19aは破断を防止
するため角のないアール状に形成し、また位置は
側壁13,13′と厚板体15との境が望ましい。
溝19の下部を構成するものとして、圧接用の突
条20を厚板体15の側方に一体に突設し、この
突条20の下面に先端に膨出部21aを有する剥
離防止用の突条21を一体成形で突設する。
A deep notch groove 19 is provided at the lower level of the groove 17, and the deepest part 19a of this groove 19 is formed in a rounded shape without corners to prevent breakage, and the position is between the side walls 13, 13' and the thick plate. The border with body 15 is desirable.
As a part of the lower part of the groove 19, a protrusion 20 for pressure welding is integrally provided on the side of the thick plate body 15, and a protrusion 20 having a bulge 21a at the tip on the lower surface of the protrusion 20 is used to prevent peeling. The protrusion 21 is integrally molded and provided in a protruding manner.

また、突条20と厚板体15の側面として形成
される空間部は後述のように接着剤の充填部22
を構成し、厚板体15の下面端に目印用突条23
を形成した。
In addition, the space formed as the side surface of the protrusion 20 and the thick plate body 15 is filled with an adhesive 22 as described later.
A marking ridge 23 is formed on the bottom end of the thick plate body 15.
was formed.

さらに、必ずしも必要でないが、寒冷地で使用
するものには断熱層を形成する透孔24を並列さ
せて長手方向に設けた。
Further, although not necessarily necessary, for those used in cold regions, through holes 24 forming a heat insulating layer are provided in parallel in the longitudinal direction.

次に使用法及び作用について説明する。 Next, the usage and effect will be explained.

断面矩形の目地溝2内に本考案の止水部材12
を圧入するには、前記従来例と同じくコンクリー
トミルクのしみ出し等を削り溝2の側面を滑らか
にした上で、ハンマー等でたたきながらはめ込む
ようにする。
The water stop member 12 of the present invention is installed in the joint groove 2 having a rectangular cross section.
In order to press-fit the groove 2, as in the conventional example, the side surfaces of the groove 2 are smoothed by removing the seepage of concrete milk, and then the groove 2 is fitted by hitting it with a hammer or the like.

この場合、第4図に示すように側壁13,1
3′は相互近接するように垂直となり平面16が
溝2の側面に当接し、またシール材18も溝2の
側面に当接する。さらに、この状態では切欠き溝
19は開口部が大きく押し広げられるが前述のご
とく最深部19aがアール状となつているので破
断することはない。
In this case, as shown in FIG.
3' are vertical so that they are close to each other, and the plane 16 is in contact with the side surface of the groove 2, and the sealing material 18 is also in contact with the side surface of the groove 2. Further, in this state, although the opening of the notch groove 19 is widened, the deepest part 19a is rounded as described above, so that it will not break.

一方、突条20の先端も溝2の側面に圧接し、
該突条20は全体に湾曲して反発弾性力で溝2か
ら本考案の止水部材12が脱落するのを防止す
る。
On the other hand, the tip of the protrusion 20 is also pressed against the side surface of the groove 2,
The protrusion 20 is entirely curved and prevents the water stop member 12 of the present invention from falling out of the groove 2 due to the repulsion elastic force.

接着剤の充填部22には、エポキシ系のパテ状
接着剤25を充填するが、この接着剤25は前記
従来例と比べて溝2への接着面積が広いものとな
り、さらに上述のごとく突条21があるので外部
から何らかの衝撃が加えられてもこの接着剤25
が剥離することを防止できる。突条23は接着剤
25を充填する際の目安となり、これがあること
により施工性がよく、材料の無駄がなくなり、ま
た仕上げ外観が体裁のよいものとなる。
The adhesive filling portion 22 is filled with an epoxy putty-like adhesive 25, but this adhesive 25 has a wider adhesive area to the groove 2 than in the conventional example, and also has a protrusion as described above. 21, so even if some kind of impact is applied from the outside, this adhesive 25
can be prevented from peeling off. The protrusions 23 serve as a guide when filling the adhesive 25, and their presence improves workability, eliminates wasted materials, and provides a nice finished appearance.

このように本考案の止水部材12を目地溝2内
にセツトした場合、コンクリートの打継ぎ部3か
らの漏水は樋部14に集められて排水溝5へと導
かれるが、水膨潤性のシール材18は浸み込む水
と反応して約2倍以上に膨張し、溝2の側面に密
着してこの間の止水を確実に行うことができる。
なお、このシール材18の膨潤によつて生じる動
きは溝19による空間部で遮断されるので、接着
剤25がコンクリート面及び止水部材12と剥離
するおそれはない。
When the water stop member 12 of the present invention is set in the joint groove 2 in this way, water leaking from the concrete pouring joint 3 is collected in the gutter 14 and guided to the drainage groove 5, but water swelling The sealing material 18 reacts with the infiltrating water and expands approximately twice or more, and comes into close contact with the side surfaces of the groove 2, thereby ensuring water stoppage during this period.
Note that since the movement caused by the swelling of the sealing material 18 is blocked by the space formed by the groove 19, there is no risk that the adhesive 25 will separate from the concrete surface and the water stop member 12.

これが一次止水であり、二次止水はコーキング
材としての接着剤25で行われ、また該接着剤2
5は止水部材12の強度を高める役割もなす。
This is the first water stop, and the second water stop is performed using the adhesive 25 as a caulking material.
5 also serves to increase the strength of the water stop member 12.

以上述べたように本考案のトンネル目地用の止
水部材は、水膨潤性シール材を用いてその水膨潤
効果で確実な止水が得られ、かつ止水部材本体は
堅牢で耐久性に富むものであり、またコーキング
材としての接着剤も剥離するおそれのすくないも
のである。
As mentioned above, the water-stopping member for tunnel joints of the present invention uses a water-swellable sealant to provide reliable waterstopping due to its water-swelling effect, and the water-stopping member itself is robust and durable. Moreover, the adhesive used as a caulking material is also less likely to peel off.

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

第1図はトンネルの一例を示す縦断正面図、第
2図は従来の止水部材を示す縦断正面図、第3図
は本考案の止水部材の実施例を示す縦断正面図、
第4図は同上使用状態を示す縦断正面図である。 1……トンネル、2……目地溝、3……継ぎ
目、5……排水溝、6a,6a′……ひれ、7……
樋部、8……足部、9……止水部材、10……ス
ポンジ、11……コーキング材、12……止水部
材、13,13′……側壁、14……樋部、15
……厚板体、16……平面、17……溝、18…
…水膨潤性のシール材、19……切欠き溝、19
a……最深部、20,21,23……突条、21
a……膨出部、22……接着剤の充填部、24…
…透孔、25……パテ状接着剤。
FIG. 1 is a longitudinal front view showing an example of a tunnel, FIG. 2 is a longitudinal front view showing a conventional water stop member, and FIG. 3 is a longitudinal front view showing an embodiment of the water stop member of the present invention.
FIG. 4 is a longitudinal sectional front view showing the state of use of the same. 1...Tunnel, 2...Joint groove, 3...Joint, 5...Drainage ditch, 6a, 6a'...Fin, 7...
Gutter part, 8... Foot part, 9... Water stop member, 10... Sponge, 11... Caulking material, 12... Water stop member, 13, 13'... Side wall, 14... Gutter part, 15
... Thick plate body, 16 ... Plane, 17 ... Groove, 18 ...
... Water-swellable sealing material, 19 ... Notch groove, 19
a... Deepest part, 20, 21, 23... Projection, 21
a...Bulging part, 22...Adhesive filling part, 24...
...Through hole, 25...Putty-like adhesive.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 断面略コ字形の樋状となつて目地内に圧入され
る止水部材において、樋部側壁の外面に長手方向
に溝を設けて水膨潤性シール材を収め、該溝の下
段に切欠き溝を存して圧接用突条を一体に突出
し、該突条と樋部底板を構成する厚板体側面とで
なる接着剤充填部に剥離防止用の突条を一体成形
で突設したことを特徴とするトンネル目地用の止
水部材。
In a water stop member that is shaped like a gutter and press-fit into the joint with a roughly U-shaped cross section, a groove is provided in the longitudinal direction on the outer surface of the side wall of the gutter portion to house the water-swellable sealing material, and a cutout groove is provided in the lower stage of the groove. A pressure welding protrusion is integrally protruded from the base plate, and a protrusion for preventing peeling is integrally formed and protruded from the adhesive-filled area formed by the protrusion and the side surface of the thick plate that constitutes the bottom plate of the gutter. Features: Water-stopping material for tunnel joints.
JP5601983U 1983-04-13 1983-04-13 Water stop material for tunnel joints Granted JPS59160700U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5601983U JPS59160700U (en) 1983-04-13 1983-04-13 Water stop material for tunnel joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5601983U JPS59160700U (en) 1983-04-13 1983-04-13 Water stop material for tunnel joints

Publications (2)

Publication Number Publication Date
JPS59160700U JPS59160700U (en) 1984-10-27
JPS6323520Y2 true JPS6323520Y2 (en) 1988-06-28

Family

ID=30186345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5601983U Granted JPS59160700U (en) 1983-04-13 1983-04-13 Water stop material for tunnel joints

Country Status (1)

Country Link
JP (1) JPS59160700U (en)

Also Published As

Publication number Publication date
JPS59160700U (en) 1984-10-27

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