JPH07127083A - Sealing member for settling-burying tunnel - Google Patents

Sealing member for settling-burying tunnel

Info

Publication number
JPH07127083A
JPH07127083A JP5294076A JP29407693A JPH07127083A JP H07127083 A JPH07127083 A JP H07127083A JP 5294076 A JP5294076 A JP 5294076A JP 29407693 A JP29407693 A JP 29407693A JP H07127083 A JPH07127083 A JP H07127083A
Authority
JP
Japan
Prior art keywords
submerged
pressure receiving
rubber
pressure
tunnel
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
JP5294076A
Other languages
Japanese (ja)
Other versions
JP2614182B2 (en
Inventor
Kosei Masaka
孝正 真坂
Yuji Yamamoto
勇司 山本
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 Corp
Original Assignee
Seibu Polymer 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 Corp filed Critical Seibu Polymer Corp
Priority to JP5294076A priority Critical patent/JP2614182B2/en
Publication of JPH07127083A publication Critical patent/JPH07127083A/en
Application granted granted Critical
Publication of JP2614182B2 publication Critical patent/JP2614182B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To allow large displacement of a settling-burying box without enlarging a cross-sectional area, improve stability when being compressed, facilitate molding, and prevent installing work from becoming large-scale. CONSTITUTION:The outside of pressure receiving rubber 10 having an almost rectangular cross-sectional shape is covered with sealing rubber 20 having a trapezoidal cross-sectional shape through a prescribed deformation allowable space 21. The pressure receiving rubber 10 is arranged along the opening edge of a settling-burying box 2, and the sealing rubber 20 is continuously arranged on the whole circumference of an opening part along the opening edge of the settling-burying box 2. The sealing rubber 20 is brought into pressure contact with a joining end surface of a joining mating side settling-burying box, and holds airtightness, and the pressure receiving rubber 10 receives joining pressure of the joining mating side settling-burying box.

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、沈埋トンネル工法にお
ける各沈埋函の接合部間に介装され、トンネル内の気密
を保持する沈埋トンネル用シール部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sealing member for a submerged tunnel, which is interposed between joints of submerged boxes in a submerged tunnel method and maintains airtightness in the tunnel.

【0002】[0002]

【従来の技術】海底トンネル等水面下にトンネルを施工
する工法の一つである沈埋トンネル工法では、予め陸上
で所定長さの沈埋函を形成し、それを順次所定位置に沈
降させた後接合する。
2. Description of the Related Art In the submerged tunnel method, which is one of the methods for constructing a tunnel under the water such as a submarine tunnel, a submerged box of a predetermined length is formed on land in advance, and the submerged box is sequentially settled at a predetermined position and then joined. To do.

【0003】このような沈埋トンネル工法における各沈
埋函の間には、トンネル内の気密を保持するために図8
にその一例の断面図を示すようなシール部材が介装され
る。図示シール部材は弾性パッキンの一例である通称ジ
ナ型パッキンとよばれるもので、所定高さの台形状の本
体30の底辺部の両側に所定厚さの板状の締着部31が
突設された断面形状として、所定硬度のゴムによって形
成されている。そして、締着部31を貫通する取付けボ
ルトによって沈埋函の結合端面に締着され、沈埋函の開
口縁に沿って全周に連続して配設される。
In order to maintain airtightness in the tunnel between the submerged boxes in such a submerged tunnel construction method, as shown in FIG.
A seal member having a cross-sectional view of an example thereof is interposed in the. The illustrated sealing member is called a so-called zina-type packing which is an example of an elastic packing, and a plate-shaped fastening portion 31 having a predetermined thickness is projected on both sides of a bottom portion of a trapezoidal main body 30 having a predetermined height. The cross-sectional shape is made of rubber having a predetermined hardness. Then, it is fastened to the joint end surface of the submerged box by a mounting bolt penetrating the fastening section 31, and is arranged continuously along the entire circumference along the opening edge of the submerged box.

【0004】沈埋函の施工の際には、パッキンが装着さ
れた沈埋函の端縁と装着されない沈埋函の端縁とを対応
させた状態で沈埋函同士を水圧によって圧接することに
より、パッキンは圧縮されて所定量弾性変形した状態で
両沈埋函の端面の間に介装された状態となり、内部の気
密を保持するように作用する。地震や地盤の変動によっ
て接合された沈埋函同士が相対移動(変位)した際に
は、パッキンが沈埋函の移動に追従してそれ以上に弾性
変形したり弾性復帰したりして気密状態を維持する。つ
まり、沈埋函の相対移動をシール部材がその変形によっ
て吸収して気密状態を維持するものである。
During construction of the submerged box, the submerged boxes are pressed against each other by hydraulic pressure in a state where the edge of the submerged box with the packing and the edge of the submerged box with no packing correspond to each other. In a state of being compressed and elastically deformed by a predetermined amount, it becomes a state of being interposed between the end faces of both submerged boxes, and acts so as to maintain the airtightness inside. When the submerged boxes joined due to an earthquake or ground movement move (displace) relative to each other, the packing follows the movement of the submerged boxes and further elastically deforms or returns elastically to maintain an airtight state. To do. That is, the seal member absorbs the relative movement of the submerged box by its deformation, and maintains the airtight state.

【0005】[0005]

【発明が解決しようとする課題】ところで、近時、建造
物における耐震性の向上が望まれ、沈埋トンネルにおい
てもより大きな沈埋函の変位を許容し得る構造が要求さ
れるようになってきている。しかしながら上記ジナ型パ
ッキンのようにゴムにより一体に形成されてその弾性変
形によって沈埋函の変位を吸収するものでは、図9にジ
ナ型パッキンにおける変形量と反力の関係のグラフを示
すように、その変形量と反力は略比例するため、沈埋函
の変位許容量を大きくするためには、沈埋函接合施工時
における圧縮量を大きくして最小止水反力を生ずる変形
量との差を大きく採る必要が有り、そのためには厚さや
体積をより大きなものとしなければならない。
By the way, recently, it is desired to improve the earthquake resistance of a building, and a structure capable of permitting a larger displacement of the submerged box even in the submerged tunnel is required. . However, in the case of the gina type packing which is integrally formed of rubber and absorbs the displacement of the submerged box by its elastic deformation, as shown in the graph of the relationship between the deformation amount and the reaction force in the gina type packing as shown in FIG. Since the amount of deformation and the reaction force are approximately proportional to each other, in order to increase the displacement allowable amount of the submerged box, increase the amount of compression when submerging the submerged box and make the difference between the amount of deformation that produces the minimum water reaction force. It is necessary to make it large, and for that reason, the thickness and volume must be made larger.

【0006】ところが、このように厚さや体積を大きく
して沈埋函接合施工時の圧縮量を大きく設定すると、当
該沈埋函接合施工時における形状率(受圧面積を自由面
積で割った値で表される)が大きくなって作用する剪断
応力も大きくなり、沈埋函が近接する方向に変位すると
これが更に増大するために、製造時の欠陥の影響がでや
すいという問題がある。又、断面積が大きくなる(厚く
なる)ことから、被圧縮時の安定性が悪い、製造時にお
いて加硫時の熱が均等に伝わり難くこれによって欠陥を
生じ易い、大きく重くなることから取付け作業が大がか
りとなる、といった問題もある。更に、上面に断面形状
三角形の軟質ゴムによるシールノーズ32が突設されて
いるが、一般にゴムは非圧縮性であるために過度に圧縮
された状態ではこのシールノーズ32が本体内にめり込
んで集中応力を生じさせ、これによって本体部が断裂す
るといった畏れも有するものである。
However, when the thickness and volume are increased to set the compression amount at the time of the submerged box joining work in this way, the shape ratio (the pressure receiving area divided by the free area is expressed at the time of the submerged box joining work. However, there is a problem in that the influence of defects during manufacturing is likely to occur because the shear stress acting on the slab becomes larger and the shear stress acting on the sunk box further increases when the sunk box is displaced in the direction in which it approaches. Also, since the cross-sectional area becomes large (thick), the stability during compression is poor, the heat during vulcanization is difficult to be evenly transferred during manufacturing, and this easily causes defects. There is also a problem that it becomes a large scale. Further, a seal nose 32 made of soft rubber having a triangular cross-section is projected on the upper surface. However, since the rubber is generally incompressible, the seal nose 32 is stuck in the main body when it is excessively compressed. It also has a fear of causing a stress, which causes the main body portion to rupture.

【0007】尚、内部剪断応力の増大は鉄板等を厚さ方
向(圧縮方向)に層状にインサートして強化することで
防ぐことができるが、その場合、変形量と反力の関係の
グラフを図10に示すごとく比例定数が大きくなり、止
水に必要な反力を得るための変形量が少なく、従って、
特に沈埋函の離間する方向における変位許容範囲は極め
て狭いものとなってしまうものである。
The increase in internal shear stress can be prevented by inserting and strengthening an iron plate or the like in a layered manner in the thickness direction (compression direction). In that case, a graph of the relationship between the amount of deformation and the reaction force is shown. As shown in FIG. 10, the proportional constant becomes large, and the amount of deformation for obtaining the reaction force necessary for stopping water is small.
In particular, the displacement allowable range in the direction in which the submerged box is separated becomes extremely narrow.

【0008】本発明は、上記問題に鑑みてなされたもの
であって、断面積を大きくすることなく沈埋函の大きな
変位を許容し得ると共に、被圧縮時の安定性が良く、成
形も容易でしかも取付け作業が大がかりとなることもな
い沈埋トンネル用シール部材を提供しようとするもので
ある。
The present invention has been made in view of the above problems, and can allow a large displacement of the burial box without increasing the cross-sectional area, has good stability when compressed, and is easy to mold. Moreover, it is an object of the present invention to provide a sealing member for a submerged tunnel that does not require a large amount of mounting work.

【0009】[0009]

【課題を解決する為の手段】上記目的を達成する本発明
の沈埋トンネル用シール部材は、沈埋トンネル工法にお
ける各沈埋函の接合端面間に介装され、トンネル内の気
密を保持するものであって、弾性素材によって所定高さ
に形成され、前記沈埋函の接合端面にその開口縁に沿っ
て配設されて接合相手側の沈埋函の接合圧力を受ける受
圧部材と、弾性素材によって前記受圧部材より所定量高
く形成され、前記開口縁に沿って開口部全周に連続して
配設されて前記接合相手側の沈埋函の接合端面に圧接さ
れて気密を保持するシール部材と、により構成されてい
ることを特徴とする。
A seal member for a submerged tunnel of the present invention which achieves the above object is interposed between the joint end faces of each submerged box in the submerged tunnel construction method to maintain airtightness in the tunnel. And a pressure receiving member that is formed at a predetermined height by an elastic material, is disposed along the opening edge of the joint end surface of the submerged box, and receives the joint pressure of the submerged box on the other side of the joint, and the pressure receiving member by the elastic material. A seal member which is formed higher by a predetermined amount and which is continuously disposed along the entire circumference of the opening along the opening edge and is pressed against the joining end surface of the submerged box on the joining partner side to maintain airtightness. It is characterized by

【0010】[0010]

【作用】沈埋函の接合時には、シール部材が受圧部材よ
り先に接合相手側沈埋函の接合端面に当接して弾性変形
して気密保持に必要な反力を得ると共に、所定以上の接
合圧力はシール部材が弾性変形して逃げるために受圧部
材が受ける。気密は、シール部材が接合相手側沈埋函の
接合端面に圧接されることで保持され、接合沈埋函同士
が近接する方向の変位は受圧部材の圧縮変形によって吸
収し、接合沈埋函同士が離間する方向の変位にはシール
部材が弾性復帰して追従する。
When the submerged box is joined, the seal member comes into contact with the joint end surface of the submerged box on the other side of the joint before the pressure receiving member and elastically deforms to obtain the reaction force necessary for maintaining the airtightness, and the joint pressure higher than a predetermined value is applied. The pressure receiving member receives the seal member as it elastically deforms and escapes. The airtightness is maintained by the seal member being pressed against the joint end surface of the submerged box on the other side of the joint, and the displacement in the direction in which the joint submerged boxes approach each other is absorbed by the compressive deformation of the pressure receiving member, and the submerged joints are separated from each other. The seal member elastically returns and follows the displacement in the direction.

【0011】[0011]

【発明の実施例】以下添付図面を参照して本発明の一実
施例について説明する。図1は、本発明に係る沈埋トン
ネル用シール部材の一実施例である沈埋トンネル用ガス
ケットの断面図である。
DETAILED DESCRIPTION OF THE INVENTION An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a sectional view of a submerged tunnel gasket which is an embodiment of the submerged tunnel seal member according to the present invention.

【0012】図示沈埋トンネル用ガスケット1は、受圧
部材としての受圧ゴム10と、その周囲を覆うシール部
材としてのシールゴム20とによって構成されている。
The illustrated submerged tunnel gasket 1 is composed of a pressure receiving rubber 10 as a pressure receiving member and a seal rubber 20 as a sealing member that covers the periphery thereof.

【0013】受圧ゴム10は、所定の硬度のゴムによっ
て、断面形状が略正方形で紙面と直交する方向(長手方
向)には取付け作業が容易な適当な長さとして形成され
ている。その内部には、三枚の所定厚さの補強鉄板11
が厚さ方向に所定間隔でインサートされている。幅方向
中央には、取付け孔12が縦に穿設されており、該取付
け孔12には、最下層の補強鉄板11の上面に達する深
さの穴グリが施されている。この取付け孔12は当該受
圧ゴム10の長さ方向に所定間隔で設けられている。
The pressure-receiving rubber 10 is made of a rubber having a predetermined hardness and has a substantially square cross-section and is formed in an appropriate length in the direction (longitudinal direction) orthogonal to the plane of the drawing for easy mounting work. Inside, there are three reinforcing iron plates 11 of a predetermined thickness.
Are inserted at predetermined intervals in the thickness direction. A mounting hole 12 is vertically provided at the center in the width direction, and the mounting hole 12 is provided with a hole having a depth reaching the upper surface of the reinforcing iron plate 11 of the lowermost layer. The mounting holes 12 are provided at predetermined intervals in the length direction of the pressure receiving rubber 10.

【0014】シールゴム20は、底面(装着面)側に受
圧ゴム10を収容し得る受圧ゴム収容空間21が凹設さ
れ、受圧ゴム10に被せることで当該受圧ゴム10の底
面を除く側面および上面を覆い得る断面形状として、所
定の硬度のゴムによって形成されている。紙面と直交す
る方向には、取付けられる沈埋函の開口部と対応するリ
ング状に一体に形成されており、これは、押し出し成形
または積層成形によって当該断面形状の棒状の素材を形
成した後、これを沈埋函の開口部形状に合わせて端面同
士を接合することによって作られる。
The seal rubber 20 is provided with a pressure receiving rubber storage space 21 for accommodating the pressure receiving rubber 10 on the bottom surface (mounting surface) side. By covering the pressure receiving rubber 10 with its side surface and upper surface excluding the bottom surface. The cross-sectional shape that can be covered is made of rubber having a predetermined hardness. In the direction orthogonal to the paper surface, it is integrally formed in a ring shape corresponding to the opening of the submerged box to be attached, which is formed by forming a rod-shaped material of the cross-sectional shape by extrusion molding or laminating Is made by joining the end faces to each other according to the opening shape of the submerged box.

【0015】シールゴム20の外形は、高さが受圧ゴム
10の厚さの約2倍で、上面の幅が装着面側の幅より所
定量幅狭の台形状であって、その装着面の両側端部が夫
々側方に所定の厚さの板状に延設されて取付け部22が
形成されている。この取付け部22は、厚さ方向に層状
に内装された補強繊維によって補強されており、ここに
厚さ方向に貫通する取付け穴22Aが穿設され、該取付
け穴22Aはシールゴム20の長手方向に所定の間隔で
配置されている。上面の幅方向両端近傍には、夫々断面
形状三角形のシールノーズ23が所定高さに突設されて
いる。
The outer shape of the seal rubber 20 is a trapezoid whose height is about twice the thickness of the pressure receiving rubber 10 and whose width on the upper surface is narrower than the width on the mounting surface side by a predetermined amount. The end portions are laterally extended in a plate shape having a predetermined thickness to form a mounting portion 22. The mounting portion 22 is reinforced by reinforcing fibers that are layered in the thickness direction, and a mounting hole 22A penetrating in the thickness direction is formed in the mounting portion 22. The mounting hole 22A extends in the longitudinal direction of the seal rubber 20. It is arranged at a predetermined interval. Seal noses 23 each having a triangular cross section are provided at predetermined heights near both ends in the width direction of the upper surface.

【0016】受圧ゴム収容空間21は、当該収容空間2
1内に受圧ゴム10を収容したとき受圧ゴム10にシー
ルゴム20を被せたときの隙間である。
The pressure receiving rubber accommodation space 21 is the accommodation space 2
It is a gap when the pressure receiving rubber 10 is accommodated in the inside 1 when the pressure receiving rubber 10 is covered with the seal rubber 20.

【0017】上記のごとき外形と受圧ゴム収容空間21
の形状によって、シールゴム20は全体に略均一な肉厚
となっている。
The outer shape and the pressure receiving rubber storage space 21 as described above.
Due to this shape, the seal rubber 20 has a substantially uniform thickness as a whole.

【0018】上記のごとく構成された沈埋トンネル用ガ
スケット1は、図3にその概念的斜視図を示すように、
沈埋函2の接続端面2Aに、まず受圧ゴム10を六角穴
付きボルト13(図3には示さず)によって取付け、そ
の後受圧ゴム10に被せた状態でシールゴム20を六角
ボルト24(図3には示さず)によって取付ける。ここ
で、受圧ゴム10は沈埋函の開口縁2Bに沿って取付け
るが、必ずしも連続するように取付けなければならない
ものではなく、沈埋函の接合圧力に耐えられる範囲で間
隔を開けてもよいものである。一方、シールゴム20
は、沈埋函の開口縁2Bに沿って開口部周囲を連続して
囲むように一体成形されていることが必要である。これ
は、シールゴム20が気密を保持するように機能し、受
圧ゴム10は沈埋函の圧接力を受け止めるように作用す
るのみで気密保持には寄与しないことによる。
The submerged tunnel gasket 1 constructed as described above has a conceptual perspective view shown in FIG.
First, the pressure-receiving rubber 10 is attached to the connection end surface 2A of the submerged box 2 with the hexagon socket head cap bolt 13 (not shown in FIG. 3), and then the sealing rubber 20 is covered with the pressure-receiving rubber 10 and the sealing rubber 20 is attached thereto (see FIG. 3). (Not shown). Here, the pressure-receiving rubber 10 is attached along the opening edge 2B of the submerged box, but it is not necessarily required to be attached continuously, and may be spaced at a range that can withstand the joining pressure of the submerged box. is there. On the other hand, the seal rubber 20
Must be integrally molded so as to continuously surround the periphery of the opening along the opening edge 2B of the submerged box. This is because the seal rubber 20 functions to maintain airtightness, and the pressure receiving rubber 10 only acts to receive the pressure contact force of the submerged box, but does not contribute to maintaining airtightness.

【0019】次に、上記構成の沈埋トンネル用ガスケッ
ト1の作用を説明する。沈埋函施工時には、沈埋トンネ
ル用ガスケット1を取付けた沈埋函2の端部に沈埋トン
ネル用ガスケットを装着しない沈埋函3(図3には示さ
ず)の端面を水圧によって圧接する。この圧力によっ
て、図2に示すようにシールゴム20はその側板部20
Aが外側に屈曲変形し、上板部20Bの内面(下面)が
受圧ゴム10の上面に当接してこの上板部20Bが受圧
ゴム10の上に乗った状態となり、以後、受圧ゴム10
が圧力を受ける。つまり、シールゴム20の上板部20
Bの下面が受圧ゴム10の上面に達するまでは、側板部
20Aの屈曲変形による反力で沈埋函3の端面を押圧し
た状態で沈埋函2, 3の間に介装され、これによって気
密を保持する。一方、上板部20Bの下面が受圧ゴム1
0の上面に達した後は、受圧ゴム10が沈埋函の圧接力
を受けて、シールゴム20のそれ以上の変形を抑制する
ものである。
Next, the operation of the submerged tunnel gasket 1 having the above construction will be described. At the time of construction of the submerged box, the end face of the submerged box 3 (not shown in FIG. 3) not fitted with the submerged tunnel gasket is hydraulically pressed to the end of the submerged box 2 to which the submerged tunnel gasket 1 is attached. As a result of this pressure, the seal rubber 20 is pushed to its side plate portion 20 as shown in FIG.
A is bent and deformed outward, and the inner surface (lower surface) of the upper plate portion 20B abuts the upper surface of the pressure receiving rubber 10 so that the upper plate portion 20B rides on the pressure receiving rubber 10.
Receives pressure. That is, the upper plate portion 20 of the seal rubber 20
Until the lower surface of B reaches the upper surface of the pressure receiving rubber 10, it is interposed between the submerged boxes 2 and 3 while pressing the end surface of the submerged box 3 by the reaction force due to the bending deformation of the side plate portion 20A, thereby ensuring the airtightness. Hold. On the other hand, the lower surface of the upper plate portion 20B is the pressure receiving rubber 1
After reaching the upper surface of 0, the pressure receiving rubber 10 receives the pressure contact force of the submerged box and suppresses further deformation of the seal rubber 20.

【0020】この沈埋トンネル用ガスケット1の変形量
と反力の関係を図4のグラフに示す。即ち、沈埋トンネ
ル用ガスケット1全体としては、シールゴム20の変形
量-反力特性と受圧ゴム10の変形量- 反力特性とを合
成した特性を示し、シールゴム20のみが変形している
領域では、変形量が小さい状態では変形量に比例して反
力が増加するがその後変形量の増大にかかわらず略一定
の反力となって安定し、上板部20Bの下面が受圧ゴム
10の上面に当接した後は受圧ゴム10の変形量に比例
して反力が増加する。尚、図4は、受圧ゴムの高さが1
00mm, 幅が150mm, シールゴムの上面までの高さが
200mmのものの特性を示したものである。
The relationship between the amount of deformation and the reaction force of the submerged tunnel gasket 1 is shown in the graph of FIG. That is, the submerged tunnel gasket 1 as a whole exhibits a characteristic in which the amount of deformation of the seal rubber 20-reaction force characteristic and the amount of deformation of the pressure receiving rubber 10-reaction force characteristic are combined, and in the region where only the seal rubber 20 is deformed, When the amount of deformation is small, the reaction force increases in proportion to the amount of deformation, but thereafter the reaction force becomes stable and becomes stable regardless of the increase in the amount of deformation, and the lower surface of the upper plate portion 20B becomes the upper surface of the pressure receiving rubber 10. After the contact, the reaction force increases in proportion to the deformation amount of the pressure receiving rubber 10. In addition, in FIG. 4, the height of the pressure receiving rubber is 1
The characteristics are shown for the case where the width is 00 mm, the width is 150 mm, and the height of the sealing rubber up to the upper surface is 200 mm.

【0021】このように、シールゴム20の変形量- 反
力特性を、当該シールゴム20単独で広い変形範囲で止
水に必要な反力が得られるように設定すると共に、施工
時の接合圧力は受圧ゴム10が受けて所定の反力となる
ように受圧ゴム10とシールゴム20の厚さを設定して
おくことにより、沈埋函同士が離間する方向への変位は
シールゴム20が止水に必要な反力を保つ領域内で許容
でき、沈埋函同士が近接する方向の変位は受圧ゴム10
が破壊に至るまで許容できる。つまり、止水に必要な反
力で変形するシールゴム20と、圧力を受けて沈埋函の
間隔を維持する受圧ゴム10を組み合わせて構成したこ
とにより、沈埋函の大きな変位を許容吸収することがで
きるものである。
As described above, the deformation amount-reaction force characteristics of the seal rubber 20 are set so that the seal rubber 20 alone can obtain the reaction force necessary for stopping water in a wide deformation range, and the joining pressure at the time of construction is the pressure received. By setting the thicknesses of the pressure-receiving rubber 10 and the seal rubber 20 so that the rubber 10 receives and has a predetermined reaction force, the displacement in the direction in which the submersible boxes are separated from each other causes the seal rubber 20 to move against the water required for stopping water. Displacement in the direction in which the submerged boxes are close to each other is allowable within the area where the force is maintained, and the pressure-receiving rubber 10
Can be tolerated until destruction. That is, since the seal rubber 20 that is deformed by the reaction force necessary for stopping water and the pressure receiving rubber 10 that maintains the gap between the submerged boxes under pressure are combined, a large displacement of the submerged box can be allowed and absorbed. It is a thing.

【0022】尚、上記実施例は、受圧ゴム10を覆うよ
うにシールゴム20を形成したものであるが、本発明は
この構成に限定されるものではなく、装着スペースさえ
許すのであれば受圧ゴム10とシールゴム20とを並べ
て配置しても良い。
Although the seal rubber 20 is formed so as to cover the pressure receiving rubber 10 in the above-described embodiment, the present invention is not limited to this structure, and the pressure receiving rubber 10 can be provided if the mounting space is allowed. The seal rubber 20 may be arranged side by side.

【0023】又、シールゴム20の形状は、変形初期に
おいて反力の増大が著しいと共にその後はなるべく広い
範囲で反力が一定となる特性を備えるように設定するこ
とが望まれ、そのためには図6に示す逆U型や図7に示
すO型より図5に示す逆V型が好ましい特性を備えてい
るといえるが、肉厚や形状を適宜変更することで、希望
する特性に設定すれば良いものである。
Further, it is desired that the shape of the seal rubber 20 is set so that the reaction force increases remarkably in the initial stage of the deformation and thereafter the reaction force becomes constant in a wide range as much as possible. It can be said that the inverted U type shown in FIG. 5 and the inverted V type shown in FIG. 5 have more preferable characteristics than the O type shown in FIG. 7, but the desired characteristics may be set by appropriately changing the thickness and shape. It is a thing.

【0024】[0024]

【発明の効果】以上述べたように、本発明に係る沈埋ト
ンネル用シール部材によれば、接合相手側の沈埋函の接
合圧力を受ける受圧部材と、接合相手側の沈埋函の接合
端面に圧接されて気密を保持する受圧部材より所定量高
いシール部材により構成されているため、沈埋函内の気
密はシール部材が保持すると共に、沈埋函の接合圧力は
シール部材が弾性変形して受圧部材に当接した後に受圧
部材が受けることとなる。このため、断面積を大きくす
ることなく止水可能な反力を得られるシール部材の変形
範囲を広くすることができ、沈埋函の大きな変位に追従
し得ると共に、沈埋函の大きな接合圧力にも安定して耐
えることができる。
As described above, according to the seal member for the submerged tunnel of the present invention, the pressure receiving member which receives the joining pressure of the submerged box on the other side of the joint and the end face of the joint of the submerged box on the other side of the joint are pressed. Since the seal member is configured to have a predetermined amount higher than the pressure receiving member that keeps the airtightness, the seal member holds the airtightness in the submerged box, and the joining pressure of the submerged box is elastically deformed by the seal member to the pressure receiving member. After the contact, the pressure receiving member receives it. For this reason, it is possible to widen the deformation range of the seal member that can obtain a reaction force capable of stopping water without increasing the cross-sectional area, can follow a large displacement of the submerged box, and can also withstand a large joining pressure of the submerged box. Can withstand stable.

【0025】又、受圧部材は、止水に直接寄与するもの
ではないため、分割構成とすることができ、成形が容易
であると共に、取付け作業も容易となる。
Further, since the pressure receiving member does not directly contribute to stopping water, it can be divided into two parts, which facilitates molding and mounting work.

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

【図1】本発明に係る沈埋トンネル用シール部材の一実
施例を適用した沈埋函用ガスケットの断面図である。
FIG. 1 is a sectional view of a submerged box gasket to which an embodiment of a submerged tunnel seal member according to the present invention is applied.

【図2】沈埋函用ガスケットの圧縮状態を示す断面図で
ある。
FIG. 2 is a cross-sectional view showing a compressed state of the submerged box gasket.

【図3】沈埋函用ガスケットの沈埋函への装着状態を概
念的に示す図である。
FIG. 3 is a view conceptually showing how the submerged box gasket is attached to the submerged box.

【図4】沈埋函用ガスケットの変形量と反力の関係を示
すグラフである。
FIG. 4 is a graph showing a relationship between a deformation amount of a submerged box gasket and a reaction force.

【図5】逆V型シールゴムおよびその変形量と反力の関
係を示すグラフである。
FIG. 5 is a graph showing a relationship between an inverted V-shaped seal rubber and a deformation amount thereof and a reaction force.

【図6】逆U型シールゴムおよびその変形量と反力の関
係を示すグラフである。
FIG. 6 is a graph showing a relationship between an inverted U-shaped seal rubber and its deformation amount and reaction force.

【図7】O型シールゴムおよびその変形量と反力の関係
を示すグラフである。
FIG. 7 is a graph showing a relationship between an O-type seal rubber and its deformation amount and reaction force.

【図8】従来例であるジナ型パッキンの断面図である。FIG. 8 is a cross-sectional view of a conventional gina type packing.

【図9】ゴムのみよって形成されたジナ型パッキンの変
形量と反力の関係を示すグラフである。
FIG. 9 is a graph showing the relationship between the amount of deformation and the reaction force of a zin-type packing formed only of rubber.

【図10】補強鉄板入りジナ型パッキンの変形量と反力
の関係を示すグラフである。
FIG. 10 is a graph showing the relationship between the amount of deformation and the reaction force of a zener type packing with a reinforcing iron plate.

【符号の説明】[Explanation of symbols]

1…沈埋函用ガスケット(沈埋トンネル用シール部材) 2…沈埋函 10…受圧ゴム(受圧部材) 11…補強鉄板(補強板) 1 ... Gasket for submerged box (sealing member for submerged tunnel) 2 ... Submerged box 10 ... Pressure receiving rubber (pressure receiving member) 11 ... Reinforcing iron plate (reinforcing plate)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 沈埋トンネル工法における各沈埋函の接
合端面間に介装され、トンネル内の気密を保持するもの
であって、 弾性素材によって所定高さに形成され、前記沈埋函の接
合端面にその開口縁に沿って配設されて接合相手側の沈
埋函の接合圧力を受ける受圧部材と、 弾性素材によって前記受圧部材より所定量高く形成さ
れ、前記開口縁に沿って開口部周囲全周に連続して配設
されて前記接合相手側の沈埋函の接合端面に圧接されて
気密を保持するシール部材と、 により構成されていること、を特徴とする沈埋トンネル
用シール部材。
1. A submerged tunnel construction method, which is interposed between the joint end faces of each submerged box to maintain airtightness in the tunnel, is formed at a predetermined height by an elastic material, and is formed on the joint end face of the submerged box. A pressure receiving member that is arranged along the opening edge and receives the joining pressure of the submerged box on the other side of the joining, and is formed a predetermined amount higher than the pressure receiving member by an elastic material, and along the opening edge around the entire circumference of the opening portion. A seal member for continuously arranging the seal member, which is in pressure contact with the joint end surface of the submerged box on the joint partner side to maintain airtightness, and a seal member for a buried tunnel.
【請求項2】 上記受圧部材はその断面形状が略矩形状
に形成されると共に、上記シール部材は前記受圧部材の
外面と所定の間隔を有して覆う断面形状であって、上記
沈埋函の接合端面に前記受圧部材を覆う状態で配設され
るように構成されていること、を特徴とする請求項1に
記載の沈埋トンネル用シール部材。
2. The pressure receiving member has a substantially rectangular cross-sectional shape, and the sealing member has a cross-sectional shape that covers the outer surface of the pressure receiving member with a predetermined gap, and The seal member for a submerged tunnel according to claim 1, wherein the seal member is arranged so as to cover the pressure receiving member on the joint end surface.
【請求項3】 上記受圧部材は、鉄板等の補強板がその
高さ方向に層状に内挿されていること、を特徴とする請
求項2に記載の沈埋トンネル用シール部材。
3. The seal member for a submerged tunnel according to claim 2, wherein the pressure receiving member has a reinforcing plate such as an iron plate inserted in a layer shape in a height direction thereof.
【請求項4】 上記シール部材は、その断面形状が装着
面側に向かって裾広がりの台形状であること、を特徴と
する請求項2に記載の沈埋トンネル用シール部材。
4. The buried tunnel sealing member according to claim 2, wherein the sealing member has a trapezoidal cross-sectional shape that widens toward the mounting surface side.
JP5294076A 1993-10-29 1993-10-29 Seal member for buried tunnel Expired - Lifetime JP2614182B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5294076A JP2614182B2 (en) 1993-10-29 1993-10-29 Seal member for buried tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5294076A JP2614182B2 (en) 1993-10-29 1993-10-29 Seal member for buried tunnel

Publications (2)

Publication Number Publication Date
JPH07127083A true JPH07127083A (en) 1995-05-16
JP2614182B2 JP2614182B2 (en) 1997-05-28

Family

ID=17802980

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5294076A Expired - Lifetime JP2614182B2 (en) 1993-10-29 1993-10-29 Seal member for buried tunnel

Country Status (1)

Country Link
JP (1) JP2614182B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4854733A (en) * 1971-11-10 1973-08-01
JPS61229028A (en) * 1985-04-03 1986-10-13 Bridgestone Corp Sealing device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4854733A (en) * 1971-11-10 1973-08-01
JPS61229028A (en) * 1985-04-03 1986-10-13 Bridgestone Corp Sealing device

Also Published As

Publication number Publication date
JP2614182B2 (en) 1997-05-28

Similar Documents

Publication Publication Date Title
US5163785A (en) Method for sealing connections between sheet piles, and sheet piles employing said method
US4195850A (en) Gasket strip for butt joint compression seal
US5290045A (en) Seal for joint, and method of installing same seal
JP4656966B2 (en) Joint structure of underground concrete structure and its construction method
JPH07127083A (en) Sealing member for settling-burying tunnel
JP2020159180A (en) Cut-off member for segment and cut-off structure for segment
JPH07207687A (en) Submerged caisson for submerged tunnel and installation method therefor
JPH07166563A (en) Rubber gasket for submerged tunnel
JP2767209B2 (en) Flexible segment for shield method
JP4259952B2 (en) Joining structure of rubber gasket and sinking box using it
JP3353163B2 (en) Joint structure of lining segment
JP4074848B2 (en) Junction box junction structure
JP2846570B2 (en) Submerged tunnel and its construction method
JP3352407B2 (en) Rubber gasket
JP4203917B2 (en) Rubber gasket
JPH0437121Y2 (en)
JP2002030684A (en) Rubber gasket
JPH0790870A (en) Sealing material for manhole joint
JPH05141192A (en) Submerged caisson final connecting method
JP2844080B2 (en) Sealing material for waterproofing and waterproofing of structures
JPH0128152Y2 (en)
JP3445752B2 (en) Fitting structure for manholes, sewage basins, etc.
JPH07305366A (en) Connected structure of buried tunnel
JPH04161698A (en) Execution of coating tunnel with concrete
JPH04161699A (en) Execution of coating tunnel with concrete tunnel