JPH06221096A - Cut-off packing - Google Patents

Cut-off packing

Info

Publication number
JPH06221096A
JPH06221096A JP4098706A JP9870692A JPH06221096A JP H06221096 A JPH06221096 A JP H06221096A JP 4098706 A JP4098706 A JP 4098706A JP 9870692 A JP9870692 A JP 9870692A JP H06221096 A JPH06221096 A JP H06221096A
Authority
JP
Japan
Prior art keywords
packing
groove
fitted
water
concrete structure
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.)
Granted
Application number
JP4098706A
Other languages
Japanese (ja)
Other versions
JPH0814238B2 (en
Inventor
Shigeki Maruo
茂樹 丸尾
Kosei Masaka
孝正 真坂
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.)
Seibu Polymer Kasei KK
Tekken Corp
Original Assignee
Seibu Polymer Kasei KK
Tekken 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 Seibu Polymer Kasei KK, Tekken Corp filed Critical Seibu Polymer Kasei KK
Priority to JP4098706A priority Critical patent/JPH0814238B2/en
Publication of JPH06221096A publication Critical patent/JPH06221096A/en
Publication of JPH0814238B2 publication Critical patent/JPH0814238B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Barrages (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Building Environments (AREA)

Abstract

PURPOSE:To facilitate work of fitting a packing in a groove by embedding an antireleasing material in both sides of the packing such that the extended inside surface crosses the direction of withdrawing the packing within a predetermined angle. CONSTITUTION:Cut-off lips are provided in both sides of a cut-off packing 1 of rubber, synthetic resin or the like fitted in a groove formed in a concrete structure and facing the opposed wall surfaces of the groove. Then, an antireleasing material 5 thrusts a part thereof from the side surface 6 and the extended inside surfaces of the packing 1 fitted in the groove crosses each other at an angle smaller than 180 deg.C at the packing extracting side. Also, the voids 7, 8 deforming the packing 1 when the packing 1 is fitted in the groove are formed in the packing 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はコンクリート構造物特に
鉄道トンネル等の壁からの滲出水を排水するためトンネ
ル等の壁に形成される溝に嵌込んで使用するのに好適な
止水用パッキンに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproof packing suitable for use in a groove formed in a wall of a tunnel or the like for draining water leaking from the wall of a concrete structure, particularly a railway tunnel. Regarding

【0002】[0002]

【従来の技術】鉄道トンネル等の壁からの滲出水に対す
る対策として、予め地山側の地下水をトンネルの内部に
抜きトンネルの側溝に集水排除する方法がある。この方
法においては、トンネル壁の周方向に溝を形成し、この
溝内に数個の導水孔を穿設するとともに、溝をトンネル
の内側から断面U字形の樋状パッキンでふさぐようにし
て溝内に導水路を形成し、導水孔から流出した地下水を
該導水路を介してトンネル側溝に流すようにしている。
2. Description of the Related Art As a countermeasure against water leaking from the wall of a railway tunnel or the like, there is a method in which groundwater on the ground side is extracted in advance inside the tunnel and drained to the gutter of the tunnel. In this method, a groove is formed in the circumferential direction of the tunnel wall, several water guiding holes are bored in the groove, and the groove is closed from the inside of the tunnel with a trough packing having a U-shaped cross section. A water conduit is formed inside, and the groundwater flowing out from the water conduit is made to flow into the tunnel gutter via the water conduit.

【0003】このU字形パッキンとしては、たとえば実
公昭57−37775号に示されるように、ゴム・合成
樹脂等からなるU字形パッキンを溝に嵌込んだ後エポキ
シ樹脂等の接着剤をパッキンのトンネル内に露出した両
側下端部と溝の対向壁面の下端部にコーキングによって
施すものが知られている。
As this U-shaped packing, for example, as shown in Japanese Utility Model Publication No. 57-37775, a U-shaped packing made of rubber, synthetic resin or the like is fitted in a groove, and then an adhesive such as an epoxy resin is applied to the packing tunnel. It is known that the lower end portions on both sides exposed inside and the lower end portion of the wall surface facing the groove are provided by coking.

【0004】また他のU字形パッキンとしては、接着剤
を使用せず、ゴム・合成樹脂等からなるU字形パッキン
を強く圧縮して溝内に挿入し、その圧縮圧力により溝の
対向壁面間にパッキンを固定保持するものが知られてい
る。
As another U-shaped packing, without using an adhesive, a U-shaped packing made of rubber, synthetic resin or the like is strongly compressed and inserted into the groove, and the compression pressure is applied between the opposing wall surfaces of the groove. It is known that the packing is fixedly held.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記の
ようにパッキンのトンネル内に露出した両側下端部と溝
の壁面の下端部に接着剤をコーキングによって施すパッ
キンにおいては、エポキシ樹脂の硬化に時間がかかる上
に水が溝の壁面に流出している場合には接着剤の施工が
難しく、その上作業員の手が汚れる等の欠点がある。ま
たパッキンのトンネル内に露出した表面にしか接着剤を
コーキングできないので、パッキンの溝壁面に対する接
着は部分的にしか行われず、このため弱い接着力しか得
られないという難点がある。
However, in the packing in which the adhesive is applied by caulking to the lower end portions on both sides exposed in the tunnel of the packing and the lower end portion of the wall surface of the groove as described above, it takes time to cure the epoxy resin. In addition, when water flows out to the wall surface of the groove, it is difficult to apply the adhesive, and there is a drawback that the worker's hands become dirty. Further, since the adhesive can be caulked only on the surface of the packing exposed in the tunnel, the packing is only partially adhered to the groove wall surface, which results in a weak adhesion.

【0006】また接着剤を使用せずパッキンを圧縮して
溝内に挿入しその圧縮圧力によりパッキンを固定する型
のパッキンは、パッキンを圧縮して挿入する作業が多大
の労力を要して大変であり、作業を楽にするためにパッ
キンの圧縮力を少くするようにパッキンを形成するとパ
ッキンは容易に溝内に挿入できるようになるが、溝の壁
面が水で濡れている場合は1kg/cm2 以下の比較的
に小さな背圧でもパッキンが溝から脱出し易くなるとい
う欠点がある。
A packing of a type in which the packing is compressed and inserted into the groove without using an adhesive and the packing is fixed by the compression pressure requires a great deal of labor to compress and insert the packing, which is very difficult. If the packing is formed so as to reduce the compression force of the packing to make the work easier, the packing can be easily inserted into the groove, but when the wall surface of the groove is wet with water, it is 1 kg / cm. There is a drawback that the packing easily comes out of the groove even with a relatively small back pressure of 2 or less.

【0007】本発明は、前記従来の各止水用パッキンの
問題点を解決するためになされたものであって、施工が
簡単かつ容易であり、手を汚すおそれがなく、また接着
剤の接着不良によるパッキンの溝からの離脱や溝の壁面
が濡れている場合の背圧によるパッキンの溝からの離脱
等のおそれがない止水用パッキンを提供しようとするも
のである。
The present invention has been made in order to solve the problems of the above-mentioned conventional water-stop packings, and it is easy and easy to construct, does not stain hands, and adheres an adhesive. An object of the present invention is to provide a water blocking packing that is free from the risk of the packing coming out of the groove due to a defect and the packing coming out of the groove due to back pressure when the wall surface of the groove is wet.

【0008】[0008]

【課題を解決するための手段】上記目的を達成する本発
明の止水用パッキンはコンクリート構造物に形成される
溝内に嵌込まれるゴム・合成樹脂等からなる止水用パッ
キンであって、溝の対向壁面に面するパッキンの両側に
止水用リップを形成するとともに、抜け止め材をパッキ
ンを溝内に嵌込んだ状態においてその内側延長面がパッ
キンが抜ける方向の側において180°より小さい角度
で交差するようにして一部をパッキンの側面から突出さ
せて埋設したことを特徴とする。
[Means for Solving the Problems] A waterproof packing according to the present invention for achieving the above object is a waterproof packing made of rubber, synthetic resin or the like fitted in a groove formed in a concrete structure. Water blocking lips are formed on both sides of the packing facing the opposite wall surface of the groove, and the inside extension surface of the retaining material is smaller than 180 ° on the side in the direction of the packing removal when the packing is fitted in the groove. It is characterized in that a part of the packing is protruded from the side surface of the packing so as to intersect with each other at an angle and is embedded.

【0009】また本発明の止水用パッキンは、上記構成
に加えて、パッキンの溝内への嵌込みに際してパッキン
の変形を生ぜしめる空所をパッキン内に形成したことを
特徴とする。
In addition to the above structure, the waterproof packing of the present invention is characterized in that a void is formed in the packing that causes deformation of the packing when the packing is fitted into the groove.

【0010】[0010]

【作用】抜け止め材をその内側延長面がパッキンが抜け
る方向の側において180°より小さい角度で交差する
ようにパッキンの両側に埋設することにより、背圧がパ
ッキンに加わった時この角度が大きくなるようにパッキ
ンが変形するので、抜け止め材の先端がコンクリート構
造物の壁にくい込み、抜け抵抗が増加する。
[Function] By embedding the retaining material on both sides of the packing so that the inner extended surfaces thereof intersect at an angle smaller than 180 ° on the side where the packing comes out, this angle is increased when back pressure is applied to the packing. Since the packing is deformed as described above, the tip of the retaining material is hard to fit into the wall of the concrete structure, and the retaining resistance increases.

【0011】この構成に加えて、パッキンの溝内への嵌
込みに際してパッキンの変形を生ぜしめる空所をパッキ
ン内に形成することにより、パッキンを溝内に押込む際
にパッキンが該空所をつぶすようにして弾性変形するの
で、パッキンを溝内に嵌込む作業が容易になる。
In addition to this structure, a space is formed in the packing that causes deformation of the packing when the packing is fitted into the groove, so that when the packing is pushed into the groove, the space is formed by the packing. As it is crushed and elastically deformed, the work of fitting the packing into the groove becomes easy.

【0012】[0012]

【実施例】以下添付図面を参照して本発明の実施例につ
いて説明する。図1〜図3は本発明の止水用パッキンの
1実施例を示すもので、図1は長尺のパッキンの一部を
切断して示す斜視図、図2はその断面図、図3はこのパ
ッキンをコンクリート構造物の溝に嵌込んだ状態を示す
図である。
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 3 show one embodiment of a water blocking packing of the present invention. FIG. 1 is a perspective view showing a part of a long packing by cutting it, FIG. 2 is a sectional view thereof, and FIG. It is a figure which shows the state which fitted this packing in the groove | channel of the concrete structure.

【0013】止水用パッキン1はゴムまたは合成樹脂か
らなり、上面が円弧状に凹んだ概ね長方形の断面形状を
有する長尺の部材からなる。溝10(図3)の対向壁面
10a、10aに面するパッキン1の両側部には上部リ
ップ2、中央部リップ3、下部リップ4の3つのリップ
が形成されている。上部リップ2は他のリップに比べて
長く、その先端は薄目に形成されており、パッキン1を
溝10内に嵌込んだ後上面1aにかかる背圧(大気圧お
よび水圧)Pによる自圧効果を持たせるようになされて
いる。
The waterproof packing 1 is made of rubber or synthetic resin, and is made of a long member having a generally rectangular cross-section whose upper surface is recessed in an arc shape. Three lips of an upper lip 2, a central lip 3 and a lower lip 4 are formed on both sides of the packing 1 facing the facing wall surfaces 10a, 10a of the groove 10 (FIG. 3). The upper lip 2 is longer than other lips, and the tip thereof is formed thin, and the self-pressure effect by the back pressure (atmospheric pressure and water pressure) P applied to the upper surface 1a after the packing 1 is fitted in the groove 10 It is designed to have.

【0014】中央部リップ3は3角形の止水線として溝
10の壁面10aに圧接された時生じる圧縮反力により
止水効果を持たせるように形成されている。
The central lip 3 is formed as a triangular waterproof line so as to have a waterproof effect by a compression reaction force generated when it is pressed against the wall surface 10a of the groove 10.

【0015】下部リップ4はパッキン1とコンクリート
構造物11の端面11aとの連続性を持たせるため、圧
縮された時パッキン11の両側下端部とコンクリート構
造物11との間の空隙を詰める効果を有するような形状
に形成されている。
The lower lip 4 provides continuity between the packing 1 and the end surface 11a of the concrete structure 11, and therefore has the effect of filling the gap between the lower ends of both sides of the packing 11 and the concrete structure 11 when compressed. It is formed to have a shape.

【0016】パッキン1のリップ3とリップ4との間の
両側部にはステンレス板からなる抜け止め材5がその一
部をパッキン1の側面6から突出するようにしてパッキ
ン1の全長にわたって埋設されている。抜け止め材5
は、図2に示すように、その内側延長面がパッキン1が
抜ける方向の側において180°より小さい角度θで交
差するように「ハ」の字形に配置されている。
On both sides of the packing 1 between the lip 3 and the lip 4, a retaining material 5 made of a stainless plate is embedded over the entire length of the packing 1 so that a part of the retaining material 5 projects from the side surface 6 of the packing 1. ing. Retaining material 5
As shown in FIG. 2, the inner extension surfaces are arranged in a “C” shape so that the inner extension surfaces intersect at an angle θ smaller than 180 ° on the side in the direction in which the packing 1 is removed.

【0017】パッキン1の下部中央にはパッキン1の全
長にわたって円形の空所7が形成されており、この円形
空所7はその下方の空所8によって外部に開放されてい
る。
A circular space 7 is formed in the lower center of the packing 1 over the entire length of the packing 1, and the circular space 7 is open to the outside by a space 8 below it.

【0018】上記構成の止水用パッキン1をコンクリー
ト構造物11の溝10に嵌込んで使用する場合は、まず
パッキン1の上部リップ2を内側に曲げて溝10にさし
込む。次に下部リップ4を内側に曲げ、パッキン下部中
央の空所7、8が押しつぶされて縮少するようにパッキ
ン1を変形させながら下方から軽く打撃を加えて溝10
内に圧入する。
When the water blocking packing 1 having the above structure is used by fitting it into the groove 10 of the concrete structure 11, first, the upper lip 2 of the packing 1 is bent inward and inserted into the groove 10. Next, the lower lip 4 is bent inward, and the packing 1 is deformed so that the cavities 7 and 8 in the lower center of the packing are crushed and reduced, and a light impact is applied from below to form the groove 10
Press in.

【0019】こうして溝10内に嵌込まれたパッキン1
0は、各シール2、3、4が溝10の対向壁面10a、
10aに圧接することによりシールを行う。
The packing 1 fitted in the groove 10 in this way
0 indicates that the seals 2, 3 and 4 are opposite wall surfaces 10a of the groove 10,
Sealing is performed by pressing it against 10a.

【0020】パッキン1はその上面1aにおいて背圧P
を受けるが、これによって抜け止め材5の延長面が交差
する角度θが大きくなるようにパッキン1が変形するの
で、抜け止め材5の先端は壁面10aからコンクリート
構造物11内部にくい込み、パッキン1の抜け抵抗が増
大し、パッキン1の溝10からの離脱を防止することが
できる。
The packing 1 has a back pressure P on its upper surface 1a.
However, since the packing 1 is deformed so that the angle θ at which the extended surface of the retaining member 5 intersects is increased, the tip of the retaining member 5 is pushed into the concrete structure 11 from the wall surface 10a. The removal resistance of the packing 1 increases, and the packing 1 can be prevented from coming off the groove 10.

【0021】[0021]

【変更例】上記実施例においては、抜け止め材5として
はステンレス板を用いているが、抜け止め材5はこれに
限らず、たとえば鉄板、硬質板、スチールコード、スチ
ールワイヤをメッシュ状に編んだもの等、適度の弾性を
有していてパッキン1を溝10に挿入する際多少の弾性
変形をすることができ、かつパッキン1が背圧Pにより
変形した時コンクリート構造物11中にくい込む剛性を
有する材料であればよい。
[Modification] In the above embodiments, a stainless plate is used as the retaining material 5, but the retaining material 5 is not limited to this, and for example, an iron plate, a hard plate, a steel cord, or a steel wire is woven into a mesh shape. Rigidity, etc., which has an appropriate elasticity and can be slightly elastically deformed when the packing 1 is inserted into the groove 10, and is hard to be inserted into the concrete structure 11 when the packing 1 is deformed by the back pressure P. Any material having

【0022】また上記実施例においては、抜け止め材5
はパッキン1を溝10内に嵌込む前の状態において角度
θが180°より小さくなるように「ハ」の字形に配置
されているが、抜け止め材5の配置方法はこれに限ら
ず、パッキン1を溝10内に嵌込む前は角度θが180
°より小さくなくても、パッキン1を溝10内に嵌込ん
だ状態においてθが180°より小さくなるものであれ
ばよい。
Further, in the above embodiment, the retaining member 5
Are arranged in a “C” shape so that the angle θ is smaller than 180 ° before the packing 1 is fitted into the groove 10. However, the arrangement method of the retaining member 5 is not limited to this. Before inserting 1 into the groove 10, the angle θ is 180
Even if it is not smaller than 0 °, it is sufficient if θ is smaller than 180 ° when the packing 1 is fitted in the groove 10.

【0023】上記実施例においては、抜け止め材5はパ
ッキン1の長手方向に連続する鉄板で形成されている
が、これに限らず非連続の鉄板またはロッドを所定間隔
で埋設してなるものでもよい。
In the above embodiment, the retaining member 5 is formed of an iron plate which is continuous in the longitudinal direction of the packing 1. However, not limited to this, a discontinuous iron plate or rod may be embedded at a predetermined interval. Good.

【0024】パッキン下部中央に形成した空所7、8の
形状は上記実施例のものに限定されず種々の変更が可能
である。また上記実施例のように外部に向けて開放した
空所に限らず、外部に対して閉じられた空所であっても
よい。
The shapes of the cavities 7 and 8 formed in the center of the lower part of the packing are not limited to those in the above embodiment, and various modifications can be made. Further, it is not limited to the vacant space opened to the outside as in the above-described embodiment, but may be a vacant space closed to the outside.

【0025】[0025]

【発明の効果】以上述べたように、本発明によれば、抜
け止め材をその内側延長面がパッキンが抜ける方向の側
において180°より小さい角度で交差するようにパッ
キンの両側に埋設することにより、背圧がパッキンに加
わった時この角度が大きくなるようにパッキンが変形す
るので、抜け止め材の先端がコンクリート構造物の壁に
くい込み、抜け抵抗が増加する。したがって溝の壁面が
濡れていても背圧によりパッキンが溝から離脱するおそ
れがない。これによりパッキンの圧縮力も比較的小さく
てよいので、パッキンを比較的小さい力で容易に溝内に
嵌込むことができる。
As described above, according to the present invention, the retaining member is embedded on both sides of the packing so that the inner extended surfaces thereof intersect at an angle smaller than 180 ° on the side in the direction of the packing removal. Thus, when the back pressure is applied to the packing, the packing is deformed so that this angle becomes large, so that the tip of the retaining material is pushed into the wall of the concrete structure, and the removal resistance increases. Therefore, even if the wall surface of the groove is wet, there is no fear that the packing will come off from the groove due to the back pressure. As a result, the compression force of the packing may be relatively small, so that the packing can be easily fitted into the groove with a relatively small force.

【0026】またエポキシ樹脂等の接着剤をいっさい使
用しないので、手を汚すおそれがなく、接着剤の接着不
良を心配する必要もない。
Further, since no adhesive such as epoxy resin is used, there is no risk of soiling the hands and there is no need to worry about defective adhesion of the adhesive.

【0027】また上記の構成に加えて、パッキンの溝内
への嵌込みに際してパッキンの変形を生ぜしめる空所を
パッキン内に形成することにより、パッキンを溝内に押
込む際にパッキンが該空所をつぶすようにして弾性変形
するので、パッキンを溝内に嵌込む作業が容易になる。
In addition to the above structure, by forming a space in the packing that causes deformation of the packing when the packing is fitted in the groove, the packing is pushed into the groove when it is pushed into the groove. Since the part is elastically deformed by crushing the place, the work of fitting the packing into the groove becomes easy.

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

【図1】本発明の止水用パッキンの1実施例を示す一部
切断斜視図である。
FIG. 1 is a partially cutaway perspective view showing an embodiment of a water blocking packing of the present invention.

【図2】同実施例のパッキンの断面図である。FIG. 2 is a sectional view of a packing of the same embodiment.

【図3】同実施例のパッキンをコンクリート構造物の溝
内に嵌込んだ状態を示す図である。
FIG. 3 is a view showing a state in which the packing of the embodiment is fitted in the groove of the concrete structure.

【符号の説明】[Explanation of symbols]

1 止水用パッキン 2、3、4 シール 5 抜け止め材 7、8 空所 1 Seal for water stop 2, 3, 4 Seal 5 Preventive material 7, 8 Vacancy

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物に形成される溝内に
嵌込まれるゴム・合成樹脂等からなる止水用パッキンで
あって、溝の対向壁面に面するパッキンの両側に止水用
リップを形成するとともに、抜け止め材をパッキンを溝
内に嵌込んだ状態においてその内側延長面がパッキンが
抜ける方向の側において180°より小さい角度で交差
するようにして一部をパッキンの側面から突出させて埋
設したことを特徴とする止水用パッキン。
1. A water-stop packing made of rubber, synthetic resin, or the like that is fitted into a groove formed in a concrete structure, wherein water-stop lips are formed on both sides of the packing facing wall surfaces facing the groove. In addition, in the state where the packing is fitted in the groove, the retaining member is made to protrude from the side surface of the packing so that the inner extension surfaces thereof intersect at an angle smaller than 180 ° on the side in the direction in which the packing comes off. A waterproof packing characterized by being buried.
【請求項2】 パッキンの溝内への嵌込みに際してパッ
キンの変形を生ぜしめる空所をパッキン内に形成したこ
とを特徴とする請求項1記載の止水用パッキン。
2. The water blocking packing according to claim 1, wherein a space is formed in the packing that causes deformation of the packing when the packing is fitted in the groove.
JP4098706A 1992-03-25 1992-03-25 Water-stop packing Expired - Lifetime JPH0814238B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4098706A JPH0814238B2 (en) 1992-03-25 1992-03-25 Water-stop packing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4098706A JPH0814238B2 (en) 1992-03-25 1992-03-25 Water-stop packing

Publications (2)

Publication Number Publication Date
JPH06221096A true JPH06221096A (en) 1994-08-09
JPH0814238B2 JPH0814238B2 (en) 1996-02-14

Family

ID=14226957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4098706A Expired - Lifetime JPH0814238B2 (en) 1992-03-25 1992-03-25 Water-stop packing

Country Status (1)

Country Link
JP (1) JPH0814238B2 (en)

Also Published As

Publication number Publication date
JPH0814238B2 (en) 1996-02-14

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