JPH09177104A - Submerged tunnel secondary cut-off construction and protective plate used therefor - Google Patents

Submerged tunnel secondary cut-off construction and protective plate used therefor

Info

Publication number
JPH09177104A
JPH09177104A JP7339096A JP33909695A JPH09177104A JP H09177104 A JPH09177104 A JP H09177104A JP 7339096 A JP7339096 A JP 7339096A JP 33909695 A JP33909695 A JP 33909695A JP H09177104 A JPH09177104 A JP H09177104A
Authority
JP
Japan
Prior art keywords
submerged
inner peripheral
bolt insertion
water blocking
water
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
JP7339096A
Other languages
Japanese (ja)
Inventor
Yoshitaka Nishida
義孝 西田
Yoshitsugu Koike
喜嗣 小池
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP7339096A priority Critical patent/JPH09177104A/en
Publication of JPH09177104A publication Critical patent/JPH09177104A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To sufficiently increase cut-off function and, at the same time, to effectively prevent the damage in a cut-off material side part. SOLUTION: Side parts 5 of a cut-off material 3 are mounted in a water-tight state to the inside circumferences 4 in the end sections of immersed tubes 1 adjacent to each other at the bottom of the water by fastening rigid protective plates 7 to form cut-off construction. In the side parts 5 of the cut-off material 3, thickness shifting sections gradually thickened toward the insides of the immersed tubes 1 directed to side edge sides in the direction of the width are provided to the inside positions in the direction of the width of the cut-off material 3 from bolt insertion-holes 11 bored in the side parts 5, slopes bringing into surface-contact with the thickness shifting sections are also provided to the bolt protective plates 7 having the bolt insertion holes and, at the same time, projections positioned to opposite sides of the slopes at intervals of the bolt insertion holes and brought into contact with the inside circumferences 4 in the end sections of the immersed tubes 1 are provided.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、水底に沈設され
た複数本の沈埋函を相互連続することによって構築され
る沈埋トンネルにおいて、隣接するそれぞれの沈埋函の
端部分内周面に、止水材のそれぞれの側部部分を、剛性
押え板の締付けに基づいて液密に挟着してなり、両沈埋
函の端面間に配設したガスケットとともに、沈埋函の内
側への水の浸入を阻止する沈埋トンネル用二次止水構造
およびそれに用いる押え板に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a submerged tunnel constructed by interconnecting a plurality of submerged boxes that are submerged on the bottom of the water, and a water stop is provided on the inner peripheral surface of the end of each adjacent submerged box. Each side part of the material is liquid-tightly sandwiched based on the tightening of the rigid pressing plate, and together with the gasket placed between the end faces of both submersion boxes, prevents the infiltration of water into the inside of the submersion box. The present invention relates to a secondary waterproofing structure for a submerged tunnel and a holding plate used for the structure.

【0002】[0002]

【従来の技術】従来のこの種の二次止水構造では、図4
に縦断面図で例示するように、水底に沈設されて相互に
隣接して位置するそれぞれの沈埋函Aの端部分内周面B
に、補強層を埋設した長尺のゴム弾性体よりなり、幅方
向の中央部分で、沈埋函Aの内側方向へほぼ円弧状に突
出する本体部分Cと、この本体部分Cの両側に連続する
それぞれの取付部Dとを具える止水材Eを液密に連結す
べく、多くは、それぞれの端部分内周面Bに植設したそ
れぞれのボルトFに、前記取付部Dのボルト挿通孔を嵌
め合わせるとともに、剛性平板からなる押え板Gを、そ
れのボルト挿通孔をもってボルトFに嵌め合わせた状態
で、それぞれのボルトFにナットHを締込んで、取付部
Dを端部分内周面Bに密着させている。
2. Description of the Related Art A conventional secondary water blocking structure of this type is shown in FIG.
As illustrated in a vertical sectional view in FIG. 1, the inner peripheral surface B of the end portion of each submersible box A that is submerged in the bottom of the water and is located adjacent to each other.
In addition, a main body portion C which is made of a long rubber elastic body having a reinforcing layer embedded therein, and which protrudes in a substantially arcuate shape toward the inner side of the submerged box A at the center portion in the width direction is continuous to both sides of the main body portion C. In order to liquid-tightly connect the water blocking material E including the respective mounting portions D, in many cases, the bolt insertion holes of the mounting portions D are attached to the respective bolts F planted on the inner peripheral surfaces B of the respective end portions. And the pressing plate G made of a rigid flat plate is fitted to the bolts F through the bolt insertion holes, the nuts H are tightened to the respective bolts F, and the mounting portion D is attached to the inner peripheral surface of the end portion. It is in close contact with B.

【0003】[0003]

【発明が解決しようとする課題】しかるに、かかる従来
技術にあっては、平板状の取付部Dを、剛性平板からな
る押え板Gをもって、端部分内周面Bに、その面と直交
する方向から押圧しているにすぎず、取付部Dの、端部
分内周面Bへの接触面圧をそれほど高めることができな
いため、たとえば、それぞれの沈埋函Aの端面間に配設
した一次止水部材としてのガスケットIがそれ本来の機
能を十分に発揮し得なくなって、止水材Eの外表面に、
沈埋函Aの内側に向く高い水圧が作用するに至った場合
等における止水作用に全幅の信頼を寄せ得ない不都合が
あり、しかも、水圧の作用、沈埋函Aの相対位置等によ
って、止水材Eがその幅方向の引張力を受けた場合に
は、各取付部Dは、押え板Gに対し、沈埋函Aの端面側
へ簡単に相対変位することになり、取付部Dに設けたボ
ルト挿通孔の周縁とボルトFとの当接に起因する応力集
中がそのボルト挿通孔の周縁に生じることになって、そ
の取付部Dの比較的早期の破損を否めないという不都合
があった。
However, in such a prior art, the flat plate-shaped mounting portion D is held by the holding plate G made of a rigid flat plate on the inner peripheral surface B of the end portion in the direction orthogonal to the surface. Since the contact surface pressure of the mounting portion D with respect to the inner peripheral surface B of the end portion cannot be increased so much, the primary water stop disposed between the end surfaces of the respective submersible boxes A is not sufficient. Since the gasket I as a member cannot fully exhibit its original function, the outer surface of the water blocking material E is
There is an inconvenience that the water-stopping action cannot be fully trusted when a high water pressure is applied toward the inside of the submersible box A. Moreover, due to the action of water pressure, the relative position of the submerged box A, etc. When the material E receives a tensile force in its width direction, each mounting portion D is easily displaced relative to the holding plate G toward the end face side of the submerged box A, and thus the mounting portion D is provided. The stress concentration due to the contact between the peripheral edge of the bolt insertion hole and the bolt F is generated on the peripheral edge of the bolt insertion hole, and there is an inconvenience that a relatively early breakage of the mounting portion D cannot be denied.

【0004】この発明は、従来技術の有するこのような
問題点を解決することを課題として検討した結果なされ
たものであり、この発明の目的は、止水材の側部部分
を、沈埋函の端部分内周面に十分大きな力で押圧するこ
とで、止水作用に対する信頼性を大きく高め、併せて、
止水材側部部分の、沈埋函端面側への相対変位を十分に
拘束して、その側部部分のボルト挿通孔周縁への応力集
中、ひいては側部部分の早期の破損を有効に防止するこ
とができる沈埋トンネル用二次止水構造およびそれに用
いる押え板を提供するにある。
The present invention has been made as a result of investigations aimed at solving such problems of the prior art, and an object of the present invention is to make a side portion of a water blocking material into a submerged box. By pressing the inner peripheral surface of the end portion with a sufficiently large force, the reliability of the water blocking action is greatly improved, and at the same time,
Sufficiently restrain the relative displacement of the water blocking material side portion to the end face side of the submerged box, effectively preventing stress concentration on the peripheral edge of the bolt insertion hole of that side portion and eventually early damage to the side portion. (EN) Provided is a secondary waterproofing structure for a submerged tunnel, and a holding plate used for the structure.

【0005】[0005]

【課題を解決するための手段】この発明の沈埋トンネル
用二次止水構造は、通常は補強層を埋設したゴム、ゴム
状弾性体、プラスチック材料などからなる帯状もしくは
環状の止水材のそれぞれの側部部分を、水底に沈設され
て相互に隣接するそれぞれの沈埋函の端部分内周面に、
剛性押え板の、ボルト・ナットによる締付けによって液
密に取付けるものであり、止水材の各側部部分で、そこ
に設けたボルト挿通孔より、止水材の幅方向内側位置
に、その幅方向の側縁側に向けて沈埋函の内側方向へ次
第に厚肉となる肉厚遷移部を設け、そして、これもまた
ボルト挿通孔を有する剛性押え板に、止水材の肉厚遷移
部に面接触する傾斜面を設けるとともに、ボルト挿通孔
を隔てて、その傾斜面とは反対側の側部に位置して沈埋
函の端分内周面に当接する突部を設けたものである。
A secondary water stop structure for a submerged tunnel according to the present invention is usually a strip-shaped or annular water stop member made of rubber, a rubber-like elastic body, a plastic material or the like having a reinforcing layer buried therein. The side part of each of the submerged boxes is submerged on the bottom of the water and is adjacent to each other.
The rigid holding plate is mounted in a liquid-tight manner by tightening bolts and nuts, and at each side of the water blocking material, the width of the water blocking material is located at the inner position in the width direction of the water blocking material from the bolt insertion holes provided there. A thick transition part that gradually becomes thicker toward the inner side of the submerged box toward the side edge side of the direction is provided, and this also has a rigid pressing plate having a bolt insertion hole and a surface at the transition part of the waterproof material. In addition to providing an inclined surface for contact, a bolt insertion hole is provided between the bolt insertion hole and a protruding portion located on the side opposite to the inclined surface and contacting the inner peripheral surface of the end of the submerged box.

【0006】また、この発明の、沈埋トンネル用二次止
水構造に用いる押え板は、止水材のそれぞれの側部部分
を、水底に沈設されて相互に隣接するそれぞれの沈埋函
の端部分内周面に、ボルト・ナットの作用下で液密に押
圧するものであり、幅方向の中間部分にボルト挿通孔を
設け、このボルト挿通孔から離れた一方の側部に、沈埋
函の端部分内周面に当接する突部を形成し、また、他方
の側部に、止水材側へ突出して前記突部の側に向く傾斜
面を形成するとともに、この傾斜面に連続してボルト挿
通孔の方向に伸び、沈埋函の端部分内周面と実質的に平
行となる平坦面を形成したものである。
Further, the holding plate used in the secondary water blocking structure for the submerged tunnel according to the present invention is such that the side portions of the water blocking material are end portions of the respective submerged boxes which are submerged in the water bottom and are adjacent to each other. It presses liquid-tightly on the inner peripheral surface under the action of bolts and nuts, and has a bolt insertion hole in the middle part in the width direction.The end of the submerged box is on one side away from this bolt insertion hole. A projecting portion that contacts the partial inner circumferential surface is formed, and an inclined surface that protrudes toward the water blocking material and faces the projecting portion is formed on the other side portion, and the bolt is continuously formed on the inclined surface. A flat surface is formed which extends in the direction of the insertion hole and is substantially parallel to the inner peripheral surface of the end portion of the submerged box.

【0007】[0007]

【発明の実施の形態】以下にこの発明の実施の形態を図
面に基づいて説明する。図1は、この発明の一の実施形
態を示す要部縦断面図中であり、図中1は、相互に隣接
して位置する沈埋函を、2は、両沈埋函1の端面間に配
設されて圧縮変形される、一次止水部材としてのガスケ
ットをそれぞれ示す。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a longitudinal sectional view of an essential part showing an embodiment of the present invention, in which 1 is a submerged box located adjacent to each other and 2 is a space between end faces of both submerged boxes 1. 3A and 3B respectively show gaskets as primary water shut-off members that are installed and compressed and deformed.

【0008】ここで、二次止水部材としての止水材3
の、沈埋函1の端部分内周面4への取付けは、補強層を
有する止水材3のそれぞれの側部部分5を、沈埋函1に
植設したボルト6に、その側部部分5および剛性押え板
7のそれぞれを順次に嵌め合わせた状態で、ボルト6に
螺合させたナット8を締込んで、その剛性押え板7をも
って、側部部分5を、端部分内周面4に十分強く押圧す
ることにより行う。ここにおいて、止水材3の幅方向の
中央部に位置する本体部分9は、沈埋函1の内側方向へ
ほぼ弧状に突出する横断面形状を有するとともに、それ
の全体にわたって均等の厚みを有する。なお、この止水
材3は、所要の幅および長さを有する帯状部材とするこ
との他、沈埋函1の端部分内周面4の周長とほぼ等しい
長さの環状部材とすることもできる。
Here, the water blocking material 3 as the secondary water blocking member
In order to attach the side portion 5 of each of the water blocking members 3 having the reinforcing layer to the bolt 6 planted in the submerged box 1, the side portion 5 is attached to the inner peripheral surface 4 of the end portion of the submerged box 1. And the rigid pressing plate 7 are sequentially fitted to each other, the nut 8 screwed into the bolt 6 is tightened, and the rigid pressing plate 7 holds the side portion 5 to the inner peripheral surface 4 of the end portion. This is done by pressing it strongly enough. Here, the main body portion 9 located in the central portion in the width direction of the water blocking material 3 has a cross-sectional shape that projects inward in the submerged box 1 in an approximately arcuate shape, and has a uniform thickness throughout it. The water blocking member 3 may be a band-shaped member having a required width and length, or may be an annular member having a length substantially equal to the peripheral length of the end portion inner peripheral surface 4 of the submerged box 1. it can.

【0009】図2は、このような二次止水構造を、一方
の側部部分5について拡大して示す断面図であり、止水
材3の側部分5は、沈埋函1へのねじ込み等によってそ
こに固定したボルト6の挿通を許容する貫通孔11を有す
るとともに、この貫通孔11より、止水材3の幅方向内側
位置に、その幅方向の側端縁に向けて沈埋函の内側方向
へ次第に厚肉となる肉厚遷移部12を有し、さらに、その
肉厚遷移部12に連続して、貫通孔11の近傍位置まで、肉
厚遷移部12の最大厚みで延びる厚肉部分13を有する。な
お、この側部部分5は、厚肉部分13より止水材3の外側
部分に、前記貫通孔11の形成部を含む薄肉部分14を有
し、この薄肉部分14の厚みは、図示のような、剛性押え
板7の締込み状態においてなお、その押え板7に接触し
ない程度のものとすることができる。
FIG. 2 is an enlarged cross-sectional view showing one side portion 5 of such a secondary water blocking structure. The side portion 5 of the water blocking material 3 is screwed into the submersible box 1 or the like. Has a through hole 11 that allows the bolt 6 fixed therethrough to be inserted therethrough, and is located inside the through hole 11 at a position inward in the width direction of the waterproofing material 3 toward the side edge in the width direction thereof. Has a thickness transition portion 12 that gradually becomes thicker in the direction, and further, continuously with the thickness transition portion 12, up to a position near the through hole 11, a thick portion that extends at the maximum thickness of the thickness transition portion 12 Have 13. The side portion 5 has a thin portion 14 including a portion where the through hole 11 is formed on the outer side of the water blocking material 3 with respect to the thick portion 13, and the thickness of the thin portion 14 is as shown in the figure. It should be noted that the rigidity of the pressing plate 7 can be such that it does not come into contact with the pressing plate 7 in the tightened state.

【0010】そしてまた、各側部部分5は、好ましくは
図3に例示するように、端部分内周面4および剛性押え
板7のそれぞれに接触して圧潰されるそれぞれの突条1
5, 16を、肉厚遷移部12から厚肉部分13にかけて有して
おり、条数、断面形状等を所要に応じて適宜に選択し得
るこれらの各突条15, 16は、止水材3の長さ方向へ連続
して延在する。
Further, each side portion 5 preferably comes into contact with each of the inner peripheral surface 4 of the end portion and the rigid pressing plate 7 and is crushed as shown in FIG. 3, respectively.
5 and 16 are provided from the wall thickness transition portion 12 to the thick wall portion 13, and the number of threads, cross-sectional shape, etc. can be appropriately selected as required. 3 continuously extends in the length direction.

【0011】ところで、この例では、止水材3に埋設し
た補強層17のうち、一方の側部部分5から他方の側部部
分5まで延在する補強層17a は、実質的に止水材3の幅
方向に延びる補強コードと長さ方向に伸びる補強コード
により形成し、側部部分内だけに延在する補強層17b
は、実質的に止水材3の幅方向に延びる補強コードによ
り形成してなる。
By the way, in this example, among the reinforcing layers 17 embedded in the waterproof material 3, the reinforcing layer 17a extending from one side portion 5 to the other side portion 5 is substantially a waterproof material. Reinforcing layer 17b formed by a reinforcing cord extending in the width direction and a reinforcing cord extending in the length direction and extending only in the side portion.
Is formed of a reinforcing cord that extends substantially in the width direction of the water blocking material 3.

【0012】またここで、上述したような側部部分5
に、端部分内周面4への押圧力を及ぼす剛性押え板7
は、その中間部に設けたボルト挿通孔18の、止水材側端
側の側部に、端部分内周面側へ突出してその面に当接す
る突部19を有するとともに、止水材中央部側の側部に、
止水材側へ突出して前記突部19の側に向く傾斜面、いい
かえれば、止水材3の肉厚遷移部12、ひいては、その表
面12a に面接触する傾斜面20を有し、また、その傾斜面
20に連続してボルト挿通孔18の方向に延び、端部分内周
面と実質的に平行となる平坦面、これもいいかえれば、
厚肉部分13、ひいては、その表面13a に面接触する平坦
面21を有する。そして、ここにおいてより好ましくは、
平坦面21の、前記突部19側の端縁から、押え板17の肉厚
をステップ状に厚肉とし、この厚肉部22の立上り壁22a
を、側部分5の前記厚肉部分13の、薄肉部分14の側の壁
面13b に接触させる。
Also here, the side portion 5 as described above.
The rigid pressing plate 7 that exerts a pressing force on the inner peripheral surface 4 of the end portion.
Is a bolt insertion hole 18 provided in the middle portion thereof, has a projection 19 at the end on the water-stopping material side end side, which projects toward the inner peripheral surface of the end portion and abuts against the surface, and at the center of the water-stopping material. On the side of the side,
It has an inclined surface that projects toward the water blocking material and faces the protrusion 19 side, in other words, a wall thickness transition portion 12 of the water blocking material 3, and further, an inclined surface 20 that comes into surface contact with the surface 12a thereof. Its slope
A flat surface that extends in the direction of the bolt insertion hole 18 in succession to 20 and is substantially parallel to the inner peripheral surface of the end portion, in other words,
It has a thick portion 13 and, by extension, a flat surface 21 in surface contact with the surface 13a thereof. And more preferably here,
From the edge of the flat surface 21 on the projection 19 side, the thickness of the pressing plate 17 is made thick in steps, and the rising wall 22a of the thick portion 22 is formed.
Is brought into contact with the wall surface 13b of the thick portion 13 of the side portion 5 on the thin portion 14 side.

【0013】かかる剛性押え板7は、鋼、プラスチック
などの適宜の材料にて構成し得ることはもちろんである
が、とくに鋼製とした場合には、押え板重量との関連に
おいて、取回しが困難にならない程度の長さとすること
が好ましい。
Needless to say, the rigid pressing plate 7 can be made of an appropriate material such as steel or plastic. However, when it is made of steel, it can be handled in relation to the weight of the pressing plate. It is preferable that the length is such that it does not become difficult.

【0014】止水材3の側部部分5および剛性押え板7
を以上のように構成することにより、その止水材3の、
図1に示すような取付け状態にあっては、ボルト6に対
するナット8の締込みに基づき、図2に示すように、剛
性押え板7の平坦面21が、側部部分5の厚肉部分13を、
端部分内周面4 に、それと直交する方向に押圧する他、
傾斜面20が、肉厚遷移部12をその表面12a と直交する方
向に押圧し、しかも、それらの肉厚遷移部12および厚肉
部分13の、止水材側縁方向への逃げ変形は、押え板7の
立上り壁22a によって有効に阻止されるので、止水材側
部部分5は、従来技術に比してはるかに大きい力で端部
分内周面4に押圧されることになる。しかも、側部部分
5のこのような押圧力は、図3に例示するようなそれぞ
れの突条15, 16を、押え板7の締込みによって圧潰変形
させることでより高まることになる。
The side portion 5 of the water blocking material 3 and the rigid pressing plate 7
By configuring the above as described above,
In the mounting state as shown in FIG. 1, the flat surface 21 of the rigid pressing plate 7 becomes the thick portion 13 of the side portion 5 as shown in FIG. To
On the inner peripheral surface 4 of the end part, in addition to pressing in the direction orthogonal to it,
The inclined surface 20 presses the wall thickness transition portion 12 in a direction orthogonal to the surface 12a thereof, and furthermore, the escape deformation of the wall thickness transition portion 12 and the thick wall portion 13 toward the edge of the waterproof material is performed. Since the rising wall 22a of the pressing plate 7 effectively blocks the water blocking material side portion 5, the water blocking material side portion 5 is pressed against the inner peripheral surface 4 of the end portion with a force much larger than that in the conventional technique. Moreover, such a pressing force of the side portion 5 is further increased by crushing and deforming the respective ridges 15 and 16 as illustrated in FIG. 3 by tightening the holding plate 7.

【0015】その上、この押え板7は、その突部19が図
示のように端部分内周面4に接触した状態の下で、そこ
にさらに締込力を作用させることとによって、その突部
19の、ボルト挿通孔18側の辺縁19a を支点として、それ
の傾斜面20を、端部分内周面4に近づける方向の回動モ
ーメントを生じるので、この場合には、止水材側部部分
5の、端部分内周面4への押圧力をより一層高めること
ができる。
In addition, the pressing plate 7 has its projection 19 contacted with the inner peripheral surface 4 of the end portion as shown in the drawing, and further tightening force is applied to the projection 19 so that Department
A pivoting moment is generated in the direction in which the edge 19a of the bolt insertion hole 18 side of 19 serves as a fulcrum, and the inclined surface 20 of the edge 19a approaches the inner peripheral surface 4 of the end portion. The pressing force of the portion 5 on the inner peripheral surface 4 of the end portion can be further increased.

【0016】従って、この止水構造によれば、止水材3
の外面側にたとえ高い水圧が作用することがあっても、
沈埋函1の内側への水の浸入を極めて効果的に阻止する
ことができ、また、その止水材3に、それの幅方向の引
張力が作用しても、止水材側部部分5の、押え板7に対
する相対変位を、その押え板7の傾斜面20によって有効
に防止することができるので、止水材3に設けた貫通孔
11の周縁がボルト6に接触してその引張力を支持するこ
とに起因する貫通孔周縁への応力集中のおそれを十分に
除去することができる。
Therefore, according to this waterproof structure, the waterproof material 3
Even if high water pressure acts on the outer surface side of
It is possible to very effectively prevent the intrusion of water into the inside of the submerged box 1, and even if the tensile force in the width direction acts on the water blocking material 3, the water blocking material side part 5 Since the relative displacement of the holding plate 7 with respect to the holding plate 7 can be effectively prevented by the inclined surface 20 of the holding plate 7, the through hole provided in the water blocking member 3
It is possible to sufficiently eliminate the risk of stress concentration on the peripheral edge of the through hole due to the peripheral edge of 11 contacting the bolt 6 and supporting the tensile force thereof.

【0017】[0017]

【発明の効果】かくして、この二次止水構造および押え
板によれば、止水材による止水効果を大きく高めること
ができ、また、止水材の側部部分への損傷の発生を十分
に防止することができる。
As described above, according to the secondary water blocking structure and the holding plate, the water blocking effect of the water blocking material can be greatly enhanced, and the side portions of the water blocking material can be sufficiently prevented from being damaged. Can be prevented.

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

【図1】この発明の一の実施形態を示す要部縦断面図で
ある。
FIG. 1 is a longitudinal sectional view of an essential part showing an embodiment of the present invention.

【図2】一方の側部部分についての図1の拡大図であ
る。
FIG. 2 is an enlarged view of FIG. 1 for one side portion.

【図3】止水材の側部部分を示す拡大図である。FIG. 3 is an enlarged view showing a side portion of the water blocking material.

【図4】従来例を示す要部縦断面図である。FIG. 4 is a longitudinal sectional view of a main part showing a conventional example.

【符号の説明】[Explanation of symbols]

1 沈埋函 2 ガスケット 3 止水材 4 端部分内周面 5 側部部分 6 ボルト 7 剛性押え板 8 ナット 9 本体部分 11 貫通孔 12 肉厚遷移部 12a 表面 13 厚肉部分 13a 表面 13b 壁面 14 薄肉部分 15, 16 突条 17 補強層 18 ボルト挿通孔 19 突部 20 傾斜面 21 平坦面 22 厚肉部 22a 立上り壁 1 Submerged Box 2 Gasket 3 Water Stopper 4 End Part Inner Surface 5 Side Part 6 Bolt 7 Rigid Pressing Plate 8 Nut 9 Body Part 11 Through Hole 12 Wall Thickness Transition 12a Surface 13 Thick Wall 13a Surface 13b Wall 14 Thin Wall Part 15, 16 Projection 17 Reinforcement layer 18 Bolt insertion hole 19 Projection 20 Inclined surface 21 Flat surface 22 Thick wall 22a Standing wall

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 止水材のそれぞれの側部部分を、水底に
沈設されて相互に隣接するそれぞれの沈埋函の端部分内
周面に、剛性押え板の締付けによって液密に取付ける止
水構造であって、 止水材の各側部部分で、そこに設けたボルト挿通孔よ
り、止水材の幅方向内側位置に、その幅方向の側縁側に
向けて沈埋函の内側方向へ次第に厚肉となる肉厚遷移部
を設け、 これもボルト挿通孔を有する剛性押え板に、止水材の前
記肉厚遷移部に面接触する傾斜面を設けるとともに、ボ
ルト挿通孔を隔てて、その傾斜面とは反対側の側部に位
置して沈埋函の端部分内周面に当接する突部を設けてな
る沈埋トンネル用二次止水構造。
1. A waterproof structure in which side portions of the waterproof material are liquid-tightly attached to inner peripheral surfaces of end portions of respective submerged boxes which are submerged in the water bottom and adjacent to each other, by tightening a rigid pressing plate. At each side part of the waterproofing material, the thickness gradually increases inward in the width direction of the submerged box toward the side edge side in the widthwise direction of the waterproofing material from the bolt insertion hole provided there. A thick transition portion that becomes a wall is provided, and a rigid pressing plate that also has a bolt insertion hole is provided with an inclined surface that comes into surface contact with the thickness transition portion of the water blocking material. A secondary water stop structure for a submerged tunnel, which is provided on a side opposite to the surface and has a protrusion that comes into contact with an inner peripheral surface of an end portion of the submerged box.
【請求項2】 止水材のそれぞれの側部部分を、水底に
沈設されて相互に隣接するそれぞれの沈埋函の端部分内
周面に液密に押圧する押え板であって、 幅方向の中間部分にボルト挿通孔を設け、一方の側部
に、沈埋函の端部分内周面に当接する突部を形成し、他
方の側部に、止水材側へ突出して、前記突部の側に向く
傾斜面を形成するとともに、この傾斜面に連続してボル
ト挿通孔の方向に延び、沈埋函の端部分内周面と実質的
に平行となる平坦面を形成してなる沈埋トンネル用二次
止水構造に用いる押え板。
2. A holding plate that presses each side portion of the water blocking material liquid-tightly against the inner peripheral surface of the end portion of each submerged box that is submerged in the water bottom and is adjacent to each other. A bolt insertion hole is provided in the intermediate portion, a protrusion that abuts the inner peripheral surface of the end portion of the submerged box is formed on one side, and the other side protrudes toward the water blocking material side, For a submerged tunnel that forms a sloped surface facing toward the side and extends in the direction of the bolt insertion hole continuously to this sloped surface and forms a flat surface that is substantially parallel to the inner peripheral surface of the end of the submerged box. Presser plate used for secondary water stop structure.
JP7339096A 1995-12-26 1995-12-26 Submerged tunnel secondary cut-off construction and protective plate used therefor Pending JPH09177104A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7339096A JPH09177104A (en) 1995-12-26 1995-12-26 Submerged tunnel secondary cut-off construction and protective plate used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7339096A JPH09177104A (en) 1995-12-26 1995-12-26 Submerged tunnel secondary cut-off construction and protective plate used therefor

Publications (1)

Publication Number Publication Date
JPH09177104A true JPH09177104A (en) 1997-07-08

Family

ID=18324231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7339096A Pending JPH09177104A (en) 1995-12-26 1995-12-26 Submerged tunnel secondary cut-off construction and protective plate used therefor

Country Status (1)

Country Link
JP (1) JPH09177104A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074131A (en) * 2001-09-03 2003-03-12 Taisei Corp Structure of cut-off joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074131A (en) * 2001-09-03 2003-03-12 Taisei Corp Structure of cut-off joint

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