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JPH0338398B2 - - Google Patents
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JPH0338398B2 - - Google Patents

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Publication number
JPH0338398B2
JPH0338398B2 JP58100613A JP10061383A JPH0338398B2 JP H0338398 B2 JPH0338398 B2 JP H0338398B2 JP 58100613 A JP58100613 A JP 58100613A JP 10061383 A JP10061383 A JP 10061383A JP H0338398 B2 JPH0338398 B2 JP H0338398B2
Authority
JP
Japan
Prior art keywords
flexible water
stopping
load
submerged
anchoring
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 - Lifetime
Application number
JP58100613A
Other languages
Japanese (ja)
Other versions
JPS59228596A (en
Inventor
Yoshinori Asanuma
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
Original Assignee
Seibu Polymer Kasei KK
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 filed Critical Seibu Polymer Kasei KK
Priority to JP58100613A priority Critical patent/JPS59228596A/en
Publication of JPS59228596A publication Critical patent/JPS59228596A/en
Publication of JPH0338398B2 publication Critical patent/JPH0338398B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、海底トンネル等の構築に利用される
沈埋凾に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a submerged canister used for constructing undersea tunnels and the like.

(従来の技術) 沈埋凾は、外圧の影響の著しい海底等に構築さ
れることから、施工面で多くの困難を有すると共
に、耐震、止水性に充分な配慮が求められ、とく
に、地震発生率が著しく高い我国にあつては、構
造面からの対策が必要とされる。一般にコンクリ
ートで一体成形される沈埋凾の耐震対策として、
沈埋凾の軸線の相対変位を防止しつつ、沈埋凾端
面間の接近離間を許容して地盤の変動等による外
力を吸収するように構成されている。
(Conventional technology) Because immersed canals are constructed on the seabed, etc., where they are significantly affected by external pressure, there are many difficulties in construction, and sufficient consideration must be given to earthquake resistance and water-stopping properties. In Japan, where the number of people affected is extremely high, structural measures are required. As an earthquake-resistant measure for immersed canals that are generally made of concrete,
It is configured to prevent relative displacement of the axial line of the immersed canopy, while allowing the end faces of the immersed canopy to approach and separate from each other, thereby absorbing external forces due to ground movement, etc.

このように、構成された沈埋凾における継目の
止水装置として、従来、隣接沈埋凾の相対向する
端面間に、ゴムガスケツトを介在して圧接し、そ
の内側に沈埋凾の端面間に渡つて二次可撓止水部
材を配設して該可撓止水部材の端部を沈埋凾の
夫々の端面に水密に固定したものが提案されてい
る。
Conventionally, as a water stop device for a seam in a constructed submerged canister, a rubber gasket is interposed between the opposing end faces of adjacent submerged canisters, and a rubber gasket is interposed between them, and a rubber gasket is inserted between the end faces of the submerged canisters. It has been proposed that a flexible water-stopping member is provided and the ends of the flexible water-stopping member are watertightly fixed to each end face of a submerged can.

(発明が解決しようとする課題) このように構成された止水装置にあつては、一
次止水部としてのゴムガスケツトは、高外水圧に
耐えるように構成されて止水作用をすると同時に
地盤条件の変化、温度変化、地震等による隣接沈
埋凾相互の相対向する沈埋凾の端面間の接近離間
に追従して止水性を維持することが求められる
が、地震等の急激かつ大きな沈埋凾の端面間の接
近離間に対しては止水性維持が困難とされるもの
であつた。
(Problems to be Solved by the Invention) In the water stop device configured in this way, the rubber gasket as the primary water stop part is configured to withstand high external water pressure, performs a water stop function, and at the same time is capable of controlling ground conditions. It is required to maintain water-stopping properties by following the approach and separation between the end faces of adjacent buried canals due to changes in water, temperature changes, earthquakes, etc.; It has been difficult to maintain watertightness when the space between the two is close to each other.

すなわち、沈埋凾の相対向する端面間が離間し
た場合、沈埋凾端面とゴムガスケツトとの圧接力
が弱くなり、あるいは沈埋凾端面とゴムガスケツ
トとが離間してしまい止水性は維持できない。こ
の場合、二次可撓止水部材は単に両端部が沈埋凾
の端面に支持されているだけであり、高外水圧に
耐えることは不可能であることから、一気に決壊
して沈埋凾内に大量の水が侵入する恐れがある。
That is, if the opposing end faces of the submerged case become separated, the pressure force between the end face of the submerged case and the rubber gasket becomes weak, or the end face of the submerged case and the rubber gasket become separated, making it impossible to maintain water-stopping properties. In this case, both ends of the secondary flexible water-stopping member are simply supported by the end faces of the submerged canister, and since it is impossible to withstand high external water pressure, it bursts all at once and falls into the submerged canister. There is a risk of large amounts of water entering.

逆に、隣接沈埋凾の相対向する端面間が接近し
た場合、ゴムガスケツトに大きな圧縮力が作用し
て圧壊するため、止水性が弱くなり沈埋凾内への
漏水の原因となる。したがつて、隣接沈埋凾の継
目における止水性は、ゴムガスケツトの止水性を
維持した状態で圧縮変形しうる範囲内での隣接沈
埋凾端面間の接近離間に対してのみ維持され、そ
の追従性は極く限られた量でしかなかつた。
On the other hand, if the opposing end faces of adjacent immersed canals come close to each other, a large compressive force acts on the rubber gasket, causing it to collapse, weakening its water-stopping properties and causing water to leak into the immersed canals. Therefore, the water-stopping property at the joint between adjacent immersed canals is maintained only when the end surfaces of adjacent immersed canals approach and separate within the range that can be compressed and deformed while maintaining the water-stopping property of the rubber gasket, and its followability is It was only in extremely limited quantities.

本発明は、外圧の影響が著しい沈埋凾の上記の
問題を鑑みてなされたもので、その目的とすると
ころは、隣接沈埋凾に作用する大きな接近離間を
生起する外力に追従して止水性を維持しうる沈埋
凾を提供することにある。更に詳しくは、地震等
の急激な沈埋凾端面間の接近離間を生起する外力
に対しても十分なる耐久性のもとに円滑に追従し
て止水性維持を図り得る沈埋凾を提供することに
ある。
The present invention was made in view of the above-mentioned problem of buried canisters that are significantly affected by external pressure, and its purpose is to improve water-stopping properties by following external forces that act on adjacent buried canals and causing large approaches and separations. The purpose is to provide a submerged container that can be maintained. More specifically, it is an object of the present invention to provide a submerged canister that can maintain water-tightness by smoothly following external forces such as earthquakes that cause the end faces of the submerged canister to approach and separate rapidly, with sufficient durability. be.

(課題を解決するための手段) かかる目的を達成すべく、第一の発明にあつて
は沈埋凾を分割形式とし、分割沈埋凾の相対向す
る夫々の端面に固定される碇着部材間に、該碇着
部材間に渡つて延びると共に外方に隆起した環状
屈曲部を備え、かつその環状屈曲部に連続して形
成した連結部と取付部とを備えた短筒状の可撓止
水部材を配設し、該可撓止水部材の前記連結部と
前記取付部との間に添板を介在して前記可撓止水
部材の取付部を夫々前記碇着部材に水密に固定す
ると共に前記添板と前記連結部との間に環状受材
を介在し、前記可撓止水部材に近接する径方向内
側に、沈埋凾の軸方向に延びる耐力部材を前記碇
着部材の空隙部に摺動可能かつ抜け外れ不能に挿
入し、前記空隙部に前記耐力部材が摺動する荷重
受部材を設けてなる構造を少なくとも有する伸縮
継手部を内蔵したことを特徴とするものである。
(Means for Solving the Problems) In order to achieve the above object, in the first invention, the submerged canister is of a divided type, and between the anchoring members fixed to the opposing end faces of the divided submerged canister is provided. , a short cylindrical flexible waterstop having an annular bent part extending between the anchoring members and protruding outward, and a connecting part and a mounting part formed continuously with the annular bent part. arranging a member, and interposing a splicing plate between the connecting portion and the mounting portion of the flexible water-stopping member to watertightly fix the mounting portions of the flexible water-stopping member to the anchoring member, respectively. At the same time, an annular receiving member is interposed between the splint and the connecting portion, and a load-bearing member extending in the axial direction of the submerged canister is installed in the cavity of the anchoring member on the radially inner side close to the flexible water-stopping member. The invention is characterized in that it has a built-in expansion joint part having at least a structure in which a load receiving member is slidably but not detachably inserted into the space, and the load bearing member slides in the gap.

さらに、第二の発明にあつては、分割沈埋凾の
相対向する夫々の端面に固定される碇着部材間
に、該碇着部材間に渡つて延びると共に外方に隆
起した環状屈曲部を備え、かつその環状屈曲部に
連続して形成した連結部と取付部とを備えた短筒
状の第一の可撓止水部材を配設し、該第一の可撓
止水部材の前記連結部と前記取付部との間に添板
を介在して前記第一の可撓止水部材の取付部を
夫々前記碇着部材に水密に固定すると共に前記添
板と前記連結部との間に環状受材を介在し、前記
第一の可撓止水部材に近接する径方向内側に沈埋
凾の軸方向に延びる第一の耐力部材を前記碇着部
材の空隙部に摺動可能かつ抜け外れ不能に挿入
し、前記空隙部に前記耐力部材が摺動する荷重受
部材を設けて一次止水部を形成し、該一次止水部
の径方向内側の前記碇着部材間に、前記碇着部材
間に渡つて延びると共に外方に隆起した環状屈曲
部を備え、かつその環状屈曲部に連続して形成し
た連結部と取付部とを備えた短筒状の第二の可撓
止水部材を配設し、該第二の可撓止水部材の前記
連結部と前記取付部との間に添板を介在して前記
第二の可撓止水部材の取付部を夫々前記碇着部材
に水密に固定すると共に前記添板と前記連結部と
の間に環状受材を介在し、前記第二の可撓止水部
材に近接する径方向内側に、沈埋凾の軸方向に延
びる第二の耐力部材を前記碇着部材の空隙部に摺
動可能かつ抜け外れ不能に挿入し、前記空隙部に
前記耐力部材が摺動する荷重受部材を設けて二次
止水部を形成してなる構造を少なくとも有する伸
縮継手部を内蔵したことを特徴とするものであ
る。
Furthermore, in the second invention, between the anchoring members fixed to the opposing end faces of the divided submerged canal, an annular bent portion extending between the anchoring members and protruding outward is provided. a short cylindrical first flexible water-stopping member having a connecting portion and a mounting portion continuously formed in the annular bent portion thereof; A splint is interposed between the connecting portion and the attachment portion to watertightly fix the attachment portions of the first flexible water stop member to the anchoring member, respectively, and between the splint and the connecting portion. A first load-bearing member, which extends in the axial direction of the submerged canister on the radially inner side adjacent to the first flexible water-stopping member, is slidable into the gap of the anchoring member and can be pulled out. A primary water stop portion is formed by providing a load receiving member that is inserted in an unremovable manner and on which the load-bearing member slides in the cavity, and the anchor is inserted between the anchor members on the radially inner side of the primary water stop portion. A short cylindrical second flexible water stop, which is provided with an annular bent part that extends between the attached parts and is raised outward, and has a connecting part and a mounting part formed continuously with the annular bent part. a member is disposed, and a splice is interposed between the connecting portion and the mounting portion of the second flexible water-stopping member to respectively anchor the mounting portion of the second flexible water-stopping member. A second flexible water-stopping member is fixed to the member in a watertight manner, has an annular receiving member interposed between the splint plate and the connecting portion, and extends in the axial direction of the submerged canister on the radially inner side close to the second flexible water-stopping member. A second load-bearing member is slidably but not detachably inserted into the gap of the anchoring member, and a load receiving member on which the load-bearing member slides is provided in the gap to form a secondary water stop part. The invention is characterized in that it has a built-in expansion joint portion having at least the following structure.

(作用) このように第一の発明においては、分割沈埋凾
の端面の碇着部材間に、両碇着部材間に渡つて延
びる可撓止水部材を配設したので、地盤に変動等
があつた場合には分割沈埋凾の端面間の接近離間
を許容して、変動等による外力を吸収することが
できる。この可撓止水部材には外方に隆起した環
状屈曲部が設けられているので、分割沈埋凾の相
対向する端面間の接近離間時においては、この環
状屈曲部が隆起、倒伏変形して端面の接近離間に
追従することが可能となる。
(Function) In this way, in the first invention, a flexible water-stopping member extending between both anchoring members is provided between the end faces of the divided submerged canopy, so that fluctuations in the ground can be avoided. In the case of heat, it is possible to allow the end faces of the divided submerged canals to approach and separate from each other, thereby absorbing external forces due to fluctuations, etc. This flexible water-stopping member is provided with an annular bent portion that protrudes outward, so when the opposing end surfaces of the divided submerged canister are approached and separated, this annular bent portion is deformed by being raised and collapsed. It becomes possible to follow the approach and separation of the end faces.

さらに、可撓止水部材の環状屈曲部に連続して
形成した連結部と取付部との間に添板を介在して
この可撓止水部材の取付部を夫々碇着部材に水密
に固定すれば、取付部が添板の配設によつて碇着
部材に強固にボルト固定される。さらに、添板と
連結部との間に環状受材を介在したことによつて
可撓止水部材の連結部で受圧した外水圧を環状受
材を介して添板に伝え、取付部と碇着部材との固
定の水密性をさらに高めると共にこの環状受材は
可撓止水部材が固定用のボルトと直接接触して破
損するのを防止し、可撓止水部材と滑らかに接触
し、変形または相対移動時の可撓止水部材の損傷
を防止する。
Furthermore, a splint is interposed between the connecting part and the mounting part formed continuously on the annular bent part of the flexible water-stopping member, and the mounting parts of the flexible water-stopping member are fixed to the respective anchoring members in a watertight manner. Then, the attachment part is firmly bolted to the anchoring member by the arrangement of the splice plate. Furthermore, by interposing the annular receiving material between the splint and the connecting part, the external water pressure received at the connecting part of the flexible water stop member is transmitted to the splint via the annular receiving material, and the attachment part and the anchor are connected to each other. In addition to further increasing the watertightness of the fixation with the mounting member, this annular receiving member prevents the flexible water-stopping member from directly contacting the fixing bolt and being damaged, and smoothly contacts the flexible water-stopping member. To prevent damage to the flexible water stop member during deformation or relative movement.

また、可撓止水部材に近接する径方向内側に、
沈埋凾の軸方向に延びる耐力部材を碇着部材の空
隙部に摺動可能にかつ抜け外れ不能に挿入してい
るので、この耐力部材が外水圧の影響を受ける可
撓止水部材を支持して、可撓止水部材の異常変形
の発生を防止する共に抜け外れ不能になつている
ので、離間が一定以上に拡がらないようにしてい
る。さらに、空隙部には耐力部材が摺動する荷重
受部材を設けることによつて、外水圧の作用を受
けた可撓止水部材で付加される耐力部材の液重を
荷散支持すると共に耐力部材の摺動を滑らかとし
て耐力部材の急激な動きによる碇着部材または耐
力部材自体の損傷を防止する。また、第二の発明
においては、一次止水部の内側に二次止水部を設
けているので、止水効果および止水安全率をさら
に高めることが可能となる。
In addition, on the radially inner side close to the flexible water stop member,
Since the load-bearing member extending in the axial direction of the immersed canopy is inserted into the cavity of the anchoring member in a slidable and non-removable manner, this load-bearing member supports the flexible water-stopping member that is affected by external water pressure. This prevents the occurrence of abnormal deformation of the flexible water-stopping member, and also prevents the flexible water-stopping member from becoming detachable, thereby preventing the gap from increasing beyond a certain level. Furthermore, by providing a load-receiving member on which the load-bearing member slides in the cavity, the liquid weight of the load-bearing member applied by the flexible water-stopping member under the action of external water pressure is dispersed and supported, and the load-bearing member is To prevent damage to the anchoring member or the load-bearing member itself due to sudden movement of the load-bearing member by making sliding of the member smooth. Moreover, in the second invention, since the secondary water stop part is provided inside the primary water stop part, it becomes possible to further increase the water stop effect and the water stop safety factor.

(実施例) 以下、本発明を実施例を示す図面にもとづいて
説明する。第1図において、Aは沈埋凾で分割沈
埋凾A1,A2間に形成される分割沈埋凾継目A3
に伸縮継手部1が取付けられる。分割沈埋凾A1
A2は第2図に示すように、複数の連結ケーブル
2で一定以上間隔が開かないように連結され、分
割沈埋凾A1,A2の対向端面には夫々櫛歯状の剪
断キー3を交互に設けると共に緩衝ゴム材4を介
在させて分割沈埋凾A1,A2の軸線の相対変位、
つまり沈埋凾継目A3における剪断変形の防止を
図ると共に、分割沈埋凾A1,A2の相対向する端
面間の接近離間を許容して地盤変動等の外力を吸
収するようになつている。尚、図示は略したが、
隣接する沈埋凾同士の接続は従来行なわれている
方法でよい。
(Example) Hereinafter, the present invention will be described based on drawings showing examples. In Figure 1, A is an immersed casing and the split immersed casing joint A3 is formed between the split immersed casings A1 and A2 .
The expansion joint part 1 is attached to. Split immersion A 1 ,
As shown in Fig. 2, A 2 is connected by a plurality of connecting cables 2 so as not to be separated by more than a certain distance, and a comb-shaped shearing key 3 is installed on the opposing end surfaces of the divided submerged canisters A 1 and A 2 , respectively. Relative displacement of the axes of the divided submerged canals A 1 and A 2 by providing them alternately and interposing the cushioning rubber material 4,
In other words, it is designed to prevent shear deformation at the immersed casing joint A3, and to allow the opposing end faces of the divided immersed casings A 1 and A 2 to approach and separate from each other, thereby absorbing external forces such as ground movement. Although not shown,
Adjacent buried canals may be connected by any conventional method.

第2図乃至第8図において5,6は碇着部材で
あり、分割沈埋凾A1,A2の相対向する端面に固
定されて、後述する耐力部材7及び可撓止水部材
8を支持する。この碇着部材5,6は分割沈埋凾
A1,A2の端面に沿つて環状に形成されており、
分割沈埋凾A1,A2の外周面に沿つて延びる筒枠
部9,10を有している。この筒枠部9,10と
一体的に固定されたアンカー11,12は、分割
沈埋凾A1,A2の躯体内に埋設されて、碇着部材
5,6が分割沈埋凾A1,A2の端面に夫々固定さ
れると共に、筒枠部9,10の外側には、筒枠部
9,10間に渡つて延びる保護筒体13が筒枠部
9,10の外側面と接して配設され、その両端は
筒枠部9,10にスポツト溶接または一端を溶
接、他端をスポツト溶接されて、常態時における
土砂の侵入防止が図られている。一方、筒枠部
9,10の内側には環状の筐体部14,15が設
けられている。
In FIGS. 2 to 8, reference numerals 5 and 6 are anchoring members, which are fixed to opposing end surfaces of the divided submerged canals A 1 and A 2 and support a load-bearing member 7 and a flexible water-stopping member 8, which will be described later. do. These anchoring members 5 and 6 are divided submerged canals.
It is formed in an annular shape along the end faces of A 1 and A 2 ,
It has cylindrical frame parts 9 and 10 extending along the outer peripheral surfaces of the divided submerged canisters A 1 and A 2 . The anchors 11 and 12, which are integrally fixed to the cylinder frames 9 and 10, are buried in the bodies of the divided immersed canals A 1 and A 2 , and the anchoring members 5 and 6 are attached to the divided immersed canals A 1 and A 2 . A protective cylinder 13 is fixed to the end faces of the cylinder frames 9 and 10, respectively, and extends between the cylinder frames 9 and 10. The two ends are spot welded to the cylindrical frame parts 9 and 10, or one end is welded and the other end is spot welded to prevent the intrusion of earth and sand during normal conditions. On the other hand, annular housing parts 14 and 15 are provided inside the cylinder frame parts 9 and 10.

筐体部14,15は、一端が筒枠部9,10に
間隔を置いて固定された環状の仕切枠板16,1
7、内端枠板18,19と、連結枠板20,21
で構成され、各構成部材で囲まれる空間は空隙部
22,23とされている。内端枠板18,19に
は対面する開口部24,25が設けられており、
開口部24,25から沈埋凾Aの軸方向に延びる
耐力部材7の端部が空隙部22,23に挿入され
ている。耐力部材7は、ここでは、H鋼が碇着部
材5,6の同方向に等間隔に複数個、全体として
筒状に配設されており、外水圧の影響を受ける可
撓止水部材8を支持して、可撓止水部材8の異常
変形の発生を防止するものである。かかる機能を
有する限り、耐力部材7の形状は任意であり、板
体、棒体、中空箱体、あるいは全体が連続した一
体的な筒体でもよい。H鋼26を例に耐力部材7
を第3図を参照して説明すれば、H鋼26の両端
部には膨大部27,28が形成され、H鋼26が
空隙部22,23から抜け外れるこが防止されて
いる。この抜け外れ防止手段として、仕切枠板1
6,17とH鋼26の端部との間にワイヤを掛け
渡す等、前記膨大部27,28に限定されるもの
ではない。また、H鋼26の可撓止水部材8との
摺接面29には滑材30が施されている。
The housing parts 14 and 15 have annular partition frame plates 16 and 1 whose one ends are fixed to the cylindrical frame parts 9 and 10 at intervals.
7. Inner end frame plates 18, 19 and connecting frame plates 20, 21
The spaces surrounded by each component are defined as voids 22 and 23. The inner end frame plates 18 and 19 are provided with openings 24 and 25 facing each other,
Ends of the load-bearing member 7 extending in the axial direction of the submerged canister A from the openings 24 and 25 are inserted into the cavities 22 and 23. The load-bearing member 7 here includes a plurality of H steels arranged at equal intervals in the same direction of the anchoring members 5 and 6 in a cylindrical shape as a whole, and a flexible water stop member 8 that is affected by external water pressure. This prevents abnormal deformation of the flexible water stop member 8 from occurring. As long as it has such a function, the shape of the load-bearing member 7 is arbitrary, and it may be a plate, a rod, a hollow box, or a continuous integral cylinder. Load-bearing member 7 using H steel 26 as an example
Referring to FIG. 3, enlarged portions 27 and 28 are formed at both ends of the H steel 26 to prevent the H steel 26 from slipping out of the gaps 22 and 23. As a means to prevent this coming off, the partition frame plate 1
6, 17 and the end of the H steel 26, etc., but is not limited to the enlarged portions 27, 28. Furthermore, a sliding material 30 is applied to the sliding surface 29 of the H steel 26 that comes into contact with the flexible water stop member 8.

この滑材30は可撓止水部材8の分割沈埋凾
A1,A2間の接近離間に対する追動を円滑にする
ものであり、四フツ化エチレン樹脂、高密度ポリ
エチレン、ABS樹脂等、摩擦係数の小さい素材
をH鋼26に接着、焼付処理することが好まし
い。この滑材30は可撓止水部材8の初期変形を
円滑とすることを主目的とするもので、つまり、
一般に静摩擦力は動摩擦力より大であることか
ら、分割沈埋凾A1,A2端面間の接近離間に対す
る可撓止水部材8の初期変形を滑らかにして、可
撓止水部材8に部分的な過度引張力の発生を防ぐ
もので、したがつて、滑材30はH鋼26の可撓
止水部材8との摺接面29の一部あるいは全部若
しくはH鋼26全体に施すものであつてもよい。
耐力部材7をこのH鋼26以外のもので構成した
場合にも同様である。
This lubricant 30 is a divided submerged box of the flexible water stop member 8.
This is to make the tracking of the approach and separation between A 1 and A 2 smooth, and a material with a low coefficient of friction such as tetrafluoroethylene resin, high-density polyethylene, ABS resin, etc. is bonded to the H steel 26 and baked. is preferred. The main purpose of this lubricant 30 is to smooth the initial deformation of the flexible water stop member 8, that is,
Generally, static frictional force is larger than dynamic frictional force, so the initial deformation of the flexible water-stopping member 8 due to the approach and separation between the end faces of the divided submerged canisters A 1 and A 2 is smoothed, and the flexible water-stopping member 8 is partially Therefore, the slipping material 30 is applied to part or all of the sliding surface 29 of the H steel 26 with the flexible water stop member 8, or to the entire H steel 26. It's okay.
The same applies when the load-bearing member 7 is made of a material other than the H steel 26.

空隙部22,23に抜け外れ不能に挿入された
耐力部材7の両端と仕切枠板16,17との間に
は間隔が設けられて耐力部材7の摺動を可能なも
のとしている。
A gap is provided between both ends of the force-bearing member 7, which is irremovably inserted into the cavities 22 and 23, and the partition frame plates 16 and 17, so that the force-bearing member 7 can slide.

31,32は荷重受部材である。荷重受部材3
1,32は耐力部材7の両端部を支持するように
空隙部22,23内に配置されて、外水圧の作用
を受けた可撓止水部材8で付加される耐力部材7
の荷重を分散支持すると共に、耐力部材7の摺動
を滑らかとして、耐力部材7の急激な動きによる
碇着部材5,6または耐力部材7自体の損傷を防
止するもので、四フツ化エチレン樹脂、高密度ポ
リエチレン、ABS樹脂等、摩擦係数の小さい素
材で構成することが好ましい。
31 and 32 are load receiving members. Load receiving member 3
Reference numerals 1 and 32 denote a force-bearing member 7 which is attached by a flexible water stop member 8 which is placed in the voids 22 and 23 so as to support both ends of the force-bearing member 7 and is subjected to the action of external water pressure.
In addition to distributing and supporting the load, the load-bearing member 7 slides smoothly to prevent damage to the anchoring members 5, 6 or the load-bearing member 7 itself due to sudden movement of the load-bearing member 7, and is made of tetrafluoroethylene resin. It is preferable to use a material with a small coefficient of friction, such as high-density polyethylene, ABS resin, etc.

33,34は間隔保持爪で、一定間隔をもつて
内端枠板18,19に植立されて、耐力部材7,
7…の間隔を保持し、耐力部材7,7…の偏在を
防ぐものである。35,36は筐体部14,15
の強度を増すための補強板である。
Reference numerals 33 and 34 indicate spacing claws, which are set on the inner end frame plates 18 and 19 at a constant interval to hold the load-bearing members 7,
7... is maintained to prevent the load-bearing members 7, 7... from being unevenly distributed. 35 and 36 are the housing parts 14 and 15
This is a reinforcing plate to increase the strength of the

この耐力部材7の筒状列に近接する外側には、
ゴム、合成樹脂等から短筒状に形成された可撓止
水部材8が配設されている。可撓止水部材8は第
4図に示す如く、両端部に内端枠板18,19に
沿つて環状に形成された取付部37,38と、取
付部37,38から屈曲して耐力部材7に向けて
延びる連結部39,40、連結部39,40から
屈曲して耐力部材7に沿つて延びる摺接部41,
42、摺接部41,42から外方に屈曲して隆起
する一条の中央環状屈曲部43とを有している。
On the outside adjacent to the cylindrical row of the load-bearing members 7,
A flexible water stop member 8 formed into a short cylinder shape from rubber, synthetic resin, or the like is provided. As shown in FIG. 4, the flexible water stop member 8 has mounting portions 37 and 38 formed in an annular shape along the inner end frame plates 18 and 19 at both ends, and a load-bearing member that is bent from the mounting portions 37 and 38. connecting portions 39 and 40 extending toward 7; sliding contact portions 41 bending from the connecting portions 39 and 40 and extending along the load-bearing member 7;
42, and a central annular bent portion 43 that bends and protrudes outward from the sliding contact portions 41, 42.

取付部37,38は周方向に等間隔にボルト挿
通孔44,45が設けられ、ボルト挿通孔44,
45の近傍は沈埋凾Aの周に沿つた環状に肉厚と
されており、また、内端枠板18,19との当接
面46,47には止水突条48が設けられてい
る。このように構成された取付部37,38は、
添板49,50と内端枠板18,19で挟圧され
るように、内端枠板18,19にボルト固定され
る。第2図に示す51,52は、環状受材であ
る。
The mounting parts 37 and 38 are provided with bolt insertion holes 44 and 45 at equal intervals in the circumferential direction.
The area near 45 is thickened in an annular manner along the circumference of the submerged enclosure A, and a water stop protrusion 48 is provided on the contact surfaces 46 and 47 with the inner end frame plates 18 and 19. . The mounting parts 37 and 38 configured in this way are
It is bolted to the inner end frame plates 18, 19 so as to be pinched between the splints 49, 50 and the inner end frame plates 18, 19. 51 and 52 shown in FIG. 2 are annular receiving members.

環状受材51,52は添板49,50と連結部
39,40との間に介装され、連結部39,40
で受圧した外水圧を添板49,50に伝え、取付
部37,38の水密性を高める機能を有してい
る。また、可撓止水部材8が固定用のボルトと直
接接触し破損するのを防止し、可撓止水部材8と
滑らかに接触し、変形または相対移動時の可撓止
水部材8の損傷を防止する機能も有する。素材と
してはポリエチレン、ABSなどの樹脂、硬質ゴ
ム鋼材など、この機能に寄与するものがよい。
The annular receiving members 51, 52 are interposed between the splices 49, 50 and the connecting parts 39, 40, and the connecting parts 39, 40
It has a function of transmitting the external water pressure received by the mounting plates 49 and 50 to the attachment plates 49 and 50 to improve the watertightness of the mounting parts 37 and 38. In addition, the flexible water stop member 8 is prevented from being damaged due to direct contact with the fixing bolt, and the flexible water stop member 8 is prevented from being damaged by smooth contact with the flexible water stop member 8 during deformation or relative movement. It also has the function of preventing Materials that contribute to this function include resins such as polyethylene and ABS, and hard rubber steel.

環状屈曲部43は、分割沈埋凾A1,A2の相対
向する端面間の接近離間に追従して隆起、倒伏変
形するもので、可撓止水部材8の中央に一条、環
状に隆起して設けたものが好ましい。これに対し
て環状屈曲部を多条設けることも考えられるが、
可撓止水部材8に多条の環状屈曲部43を設ける
ことは、地震等に起因する急激な変位に追従でき
ず、可撓止水部材8に部分的な過度引張力が作用
して破損を誘発する原因となる。すなわち、第5
図および第6図を参照して詳説すれば、仮に可撓
止水部材8の中央部に二条の外方に隆起する環状
屈曲部53,54を設けた場合、第5図の常態時
から、急激な分割沈埋凾A1,A2端面間の離間に
よつて可撓止水部材8は延び変位を受ける(第6
図)。この際、可撓止水部材8は高外水圧を受け
て耐力部材7に押圧された状態にあり、可撓止水
部材8と耐力部材7との間には大きな摩擦力が作
用する。一般に静摩擦力は動摩擦力より大である
ため、可撓止水部材8と耐力部材との間の摩擦力
も均一でない。したがつて、可撓止水部材8に伸
び変位が生じたとき、第6図に示すように、初め
に動き出した環状屈曲部53が連続して倒伏変形
すると考えられる。この環状屈曲部53の倒伏変
形による追従から、さらに、環状屈曲部54の倒
伏変形に移行するとき、可撓止水部材8には部分
的に急激な引張力が作用して環状屈曲部54の倒
伏変形する前に損傷する恐れがある。従つて、環
状屈曲部を多く設ける程、可撓止水部材8には部
分的に過度引張力が生ずる恐れが多くなり、ま
た、可撓止水部材8の挙動予測も不確定となり、
実際に施工する場合、安全率を余分に考慮しなけ
ればならない等コストアツプの要因となる。
The annular bent part 43 is raised and deformed in accordance with the approach and separation between the opposing end surfaces of the divided submerged canals A 1 and A 2 . It is preferable that the On the other hand, it is possible to provide multiple annular bends, but
Providing the multi-striped annular bent portion 43 on the flexible water-stopping member 8 cannot follow sudden displacements caused by earthquakes, etc., and the flexible water-stopping member 8 may be damaged due to partial excessive tensile force acting on it. It can cause . That is, the fifth
To explain in detail with reference to the drawings and FIG. 6, if two annular bent portions 53 and 54 that protrude outward are provided in the center of the flexible water stop member 8, from the normal state shown in FIG. Due to the sudden separation between the end faces of the submerged canals A 1 and A 2 , the flexible water stop member 8 is extended and subjected to displacement (6th
figure). At this time, the flexible water-stopping member 8 is in a state of being pressed by the force-bearing member 7 under high external water pressure, and a large frictional force acts between the flexible water-stopping member 8 and the force-bearing member 7. Since the static friction force is generally larger than the dynamic friction force, the friction force between the flexible water stop member 8 and the load-bearing member is also not uniform. Therefore, when the flexible water-stopping member 8 undergoes an elongation displacement, it is considered that the annular bent portion 53 that first starts to move is continuously deformed to collapse, as shown in FIG. When the annular bending part 53 shifts from the following by the falling deformation to the bending deformation of the annular bending part 54, a sudden tensile force acts on the flexible water stop member 8 partially, causing the annular bending part 54 to collapse. There is a risk of damage occurring before lodging deformation occurs. Therefore, the more annular bent parts are provided, the more likely it is that excessive tensile force will be generated locally in the flexible water-stopping member 8, and the prediction of the behavior of the flexible water-stopping member 8 becomes uncertain.
When actually carrying out construction, safety factors must be taken into account, which increases costs.

前記のように環状屈曲部43が中央に一条設け
られた可撓止水部材8は分割沈埋凾A1,A2端面
間の接近離間に伴なつて、第7図及び第8図で概
略的に図解するように、環状屈曲部43の隆起、
倒伏変形により容易に追従して止水性を維持す
る。
As described above, the flexible water-stopping member 8 with the annular bent portion 43 provided in the center is schematically illustrated in FIGS . As illustrated in FIG.
It easily follows the lodging deformation and maintains water-stopping properties.

さらに、可撓止水部材8の環状屈曲部43を一
条としたものでは、分割沈埋凾A1,A2端面間の
急激なる接近離間に対する環状屈曲部43の挙動
予測が容易であり、可撓止水部材8の強度設計を
簡単かつ確実に行なうことができる効果もある。
Furthermore, when the annular bent part 43 of the flexible water-stopping member 8 is made into a single strip, it is easy to predict the behavior of the annular bent part 43 when the end faces of the divided submerged canisters A 1 and A 2 suddenly approach and separate from each other. Another advantage is that the strength of the water stop member 8 can be easily and reliably designed.

なお、高外水圧によつて耐力部材7に押圧され
つつ隆起、倒伏変形する可撓止水部材8の引張強
度を高めると共に可撓止水部材8の耐力部材7,
7の間隙への外水圧による垂れ込みを防止すべ
く、第4図に示すように、可撓止水部材8に補強
布55を埋設あるいは添設することが好ましい。
補強布としてはナイロン布、金網、ガラス繊維、
ビニロン布、帆布、スダレ状のコード等が挙げら
れる。
In addition, the tensile strength of the flexible water-stopping member 8, which rises and collapses while being pressed against the load-bearing member 7 by high external water pressure, is increased, and the load-bearing member 7 of the flexible water-stopping member 8,
In order to prevent water from sagging into the gap 7 due to external water pressure, it is preferable to embed or attach a reinforcing cloth 55 to the flexible water-stopping member 8, as shown in FIG.
Reinforcing cloths include nylon cloth, wire mesh, glass fiber,
Examples include vinylon cloth, canvas, and sagging cord.

第9図に示すものは本発明の他の実施例を示す
ものである。この実施例に係る伸縮継手部100
は上述の構成からなる伸縮継手部1を一次止水部
101として、一次止水部101の径方向内側に
二次止水部102を設けて止水効果及び止水安全
率を高めるもので、二次止水部102は一次止水
部102とほぼ同様に構成されており、前述した
構成部材と同一の部材には同一の参照符号を付し
て説明を省略する。
What is shown in FIG. 9 shows another embodiment of the present invention. Expansion joint section 100 according to this embodiment
The expansion joint part 1 having the above-mentioned configuration is used as a primary water stop part 101, and a secondary water stop part 102 is provided inside the primary water stop part 101 in the radial direction to increase the water stop effect and the water stop safety factor, The secondary water stop section 102 is configured in substantially the same manner as the primary water stop section 102, and the same reference numerals are given to the same members as those described above, and explanations thereof will be omitted.

この伸縮継手部100の二次止水部102に配
設される可撓止水部材103は、第二実施例を示
す第9図において、一次止水部101の可撓止水
部材8と同様、中央に一条、外方に隆起する環状
屈曲部104が設けられているが、第一実施例と
同様これに限定されるものではない。すなわち、
一次止水部101で止水性が維持されている限
り、二次止水部102の可撓止水部材103には
直接外水圧の影響を受けず、前述したような耐力
部材7との摩擦力を考慮する必要がなく、環状屈
曲部104を複数設けたとしても既に記した問題
は生じない。しかし、一次止水部101の止水性
が維持されなくなつた場合、たとえば一次止水部
101の可撓止水部材8が破損した場合まで設計
上考慮すれば、可撓止水部材103は直接外水圧
の影響を受けることから、既述の理由により環状
屈曲部104は一条とすることが好ましい。
The flexible water stop member 103 disposed in the secondary water stop part 102 of this expansion joint part 100 is similar to the flexible water stop member 8 of the primary water stop part 101 in FIG. 9 showing the second embodiment. , an annular bent portion 104 is provided in the center that protrudes outward, but the present invention is not limited to this as in the first embodiment. That is,
As long as the water-stopping property is maintained in the primary water-stopping part 101, the flexible water-stopping member 103 of the secondary water-stopping part 102 is not directly affected by external water pressure, and is not affected by the frictional force with the load-bearing member 7 as described above. There is no need to take this into consideration, and even if a plurality of annular bent portions 104 are provided, the above-mentioned problem does not occur. However, if the water-stopping properties of the primary water-stopping part 101 are no longer maintained, for example, if the flexible water-stopping member 8 of the primary water-stopping part 101 is damaged, if the flexible water-stopping member 103 is Since it is affected by external water pressure, it is preferable that the annular bent portion 104 be a single strip for the reasons described above.

(発明の効果) 本発明は、前記した構成としたことにより、分
割沈埋凾端面間の急激かつ大きな接近離間にも追
従して止水性を維持することができ、このことは
地盤変動等の外力を円滑に吸収できて、沈埋凾躯
体の損壊防止にも寄与することができる。また、
沈埋凾の伸縮継手部を陸上で予め取付施工するこ
とができるので、施工面においても利点を有して
いる。
(Effects of the Invention) With the above-described configuration, the present invention can maintain water-stopping properties by following sudden and large approaches and separations between the end faces of the divided submerged canopy, and this is due to external forces such as ground movement. can be absorbed smoothly and can also contribute to preventing damage to the submerged canal structure. Also,
It also has an advantage in terms of construction, since the expansion joint of the submerged canopy can be installed and constructed in advance on land.

また、第二の発明における伸縮継手部は、一次
止水部の径方向内側に二次止水部を設けているの
で、さらに、高外水圧に耐えうるようなり、分割
沈埋凾の接近離間止水効果および止水安全率を高
めることができる。
In addition, since the expansion joint in the second invention has a secondary water stop part provided radially inside the primary water stop part, it can withstand high external water pressure and prevents the approach and separation of the divided submerged canisters. The water effect and water stop safety factor can be increased.

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

第1図は沈埋凾の概略斜視図、第2図は第1図
の−に沿う断面図、第3図は耐力部材として
のH鋼の側面図、第4図は可撓止水部材の断面
図、第5図および第6図は複数の環状屈曲部を設
けた可撓止水部材の挙動説明概略断面図であり、
第5図は常態時を示し、第6図は分割沈埋凾端面
間の離間時を示す。第7図および第8図は中央に
一条の環状屈曲部を設けた可撓止水部材の挙動説
明概略断面図であり、第7図は分割沈埋凾端面間
の離間に伴なう倒伏変形を示し、第8図は分割沈
埋凾端面間の接近に伴う隆起変形を示す。第9図
は第二実施例を示す断面図である。 A……沈埋凾、A1,A2……分割沈埋凾、1…
…第一実施例に係る伸縮継手部、5,6……碇着
部材、7……耐力部材、8,103……可撓止水
部材、22,23……空隙部、31,32……荷
重受部材、37,38……取付部、39,40…
…連結部、43……環状屈曲部、49,50……
添板、51,52……環状受材、100……第二
実施例に係る伸縮継手部、101……一次止水
部、102……二次止水部、104……環状屈曲
部。
Figure 1 is a schematic perspective view of the submerged canister, Figure 2 is a cross-sectional view taken along - in Figure 1, Figure 3 is a side view of the H steel as a load-bearing member, and Figure 4 is a cross-section of the flexible water-stopping member. 5 and 6 are schematic cross-sectional views explaining the behavior of a flexible water stop member provided with a plurality of annular bent portions,
FIG. 5 shows the normal state, and FIG. 6 shows the time when the end faces of the divided submerged canopies are separated. Figures 7 and 8 are schematic cross-sectional views explaining the behavior of a flexible water-stopping member with a single annular bend in the center, and Figure 7 shows the lodging deformation caused by the separation between the end faces of the divided submerged canopy. Fig. 8 shows the uplift deformation caused by the approach between the end faces of the divided submerged concave walls. FIG. 9 is a sectional view showing the second embodiment. A...Sinking, A 1 , A 2 ...Divided sinking, 1...
...Expansion joint according to the first embodiment, 5, 6... Anchoring member, 7... Load-bearing member, 8, 103... Flexible water stop member, 22, 23... Gap portion, 31, 32... Load receiving member, 37, 38... Mounting part, 39, 40...
...Connection part, 43... Annular bending part, 49, 50...
splicing plate, 51, 52... annular support material, 100... expansion joint part according to the second embodiment, 101... primary water stop part, 102... secondary water stop part, 104... annular bending part.

Claims (1)

【特許請求の範囲】 1 分割沈埋凾の相対向する夫々の端面に固定さ
れる碇着部材間に、該碇着部材間に渡つて延びる
と共に外方に隆起した環状屈曲部を備え、かつそ
の環状屈曲部に連続して形成した連結部と取付部
とを備えた短筒状の可撓止水部材を配設し、該可
撓止水部材の前記連結部と前記取付部との間に添
板を介在して前記可撓止水部材の取付部を夫々前
記碇着部材に水密に固定すると共に前記添板と前
記連結部との間に環状受材を介在し、前記可撓止
水部材に近接する径方向内側に、沈埋凾の軸方向
に延びる耐力部材を前記碇着部材の空隙部に摺動
可能かつ抜け外れ不能に挿入し、前記空隙部に前
記耐力部材が摺動する荷重受部材を設けてなる構
造を少なくとも有する伸縮継手部を内蔵したこと
を特徴とする沈埋凾。 2 分割沈埋凾の相対向する夫々の端面に固定さ
れる碇着部材間に、該碇着部材間に渡つて延びる
と共に外方に隆起した環状屈曲部を備え、かつそ
の環状屈曲部に連続して形成した連結部と取付部
とを備えた短筒状の第一の可撓止水部材を配設
し、該第一の可撓止水部材の前記連結部と前記取
付部との間に添板を介在して前記第一の可撓止水
部材の取付部を夫々前記碇着部材に水密に固定す
ると共に前記添板と前記連結部との間に環状受材
を介在し、前記第一の可撓止水部材に近接する径
方向内側に、沈埋凾の軸方向に延びる第一の耐力
部材を前記碇着部材の空隙部に摺動可能かつ抜け
外れ不能に挿入し、前記空隙部に前記耐力部材が
摺動する荷重受部材を設けて一次止水部を形成
し、該一次止水部の径方向内側の前記碇着部材間
に、前記碇着部材間に渡つて延びると共に外方に
隆起した環状屈曲部を備え、かつその環状屈曲部
に連続して形成した連結部と取付部とを備えた短
筒状の第二の可撓止水部材を配設し、該第二の可
撓止水部材の前記連結部と前記取付部との間に添
板を介在して前記第二の可撓止水部材の取付部を
夫々前記碇着部材に水密に固定すると共に前記添
板と前記連結部との間に環状受材を介在し、前記
第二の可撓止水部材に近接する径方向内側に、沈
埋凾の軸方向に延びる第二の耐力部材を前記碇着
部材の空隙部に摺動可能かつ抜け外れ不能に挿入
し、前記空隙部に前記耐力部材が摺動する荷重受
部材を設けて二次止水部を形成してなる構造を少
なくとも有する伸縮継手部を内蔵したことを特徴
とする沈埋凾。
[Scope of Claims] 1. An annular bent portion extending between the anchoring members and protruding outwards is provided between the anchoring members fixed to the opposing end faces of the divided submerged canal, and that A short cylindrical flexible water-stopping member including a connecting portion and a mounting portion formed continuously on the annular bent portion is disposed, and between the connecting portion and the mounting portion of the flexible water-stopping member. The mounting portions of the flexible water-stopping members are each watertightly fixed to the anchoring member through a splint, and an annular receiving member is interposed between the splint and the connecting portion, and the flexible water-stopping member is A force-bearing member extending in the axial direction of the immersed canopy is inserted into the cavity of the anchoring member in a radially inner side adjacent to the member so as to be slidable and cannot be removed, and the load-bearing member slides into the cavity. 1. A submerged canister characterized by having a built-in expansion joint portion having at least a structure provided with a receiving member. 2. Between the anchoring members fixed to the opposing end faces of the divided submerged canopy, an annular bent part extending across the anchoring members and protruding outward, and continuous with the annular bent part. a short cylindrical first flexible water-stopping member having a connecting portion and a mounting portion formed by the The mounting portions of the first flexible water stop members are each watertightly fixed to the anchoring member through a splint, and an annular receiving member is interposed between the splint and the connecting portion, A first force-bearing member extending in the axial direction of the submerged canister is slidably and irremovably inserted into the cavity of the anchoring member on the radially inner side adjacent to the first flexible water-stopping member, and A load receiving member on which the load-bearing member slides is provided to form a primary water stop portion, and a load receiving member on which the load bearing member slides is provided between the anchoring members on the radially inner side of the primary water stopping portion, and extending between the anchoring members and on the outside. A short cylindrical second flexible water-stopping member is disposed, which has an annular bent portion protruding toward the side, and a connecting portion and a mounting portion formed continuously with the annular bent portion, and A splicing plate is interposed between the connecting portion and the mounting portion of the second flexible water-stopping member to watertightly fix the mounting portions of the second flexible water-stopping member to the anchoring member. An annular receiving member is interposed between the plate and the connecting portion, and a second load-bearing member extending in the axial direction of the submerged canopy is placed on the radially inner side close to the second flexible water-stopping member. an expansion joint part having at least a structure in which a secondary water stop part is formed by inserting a load-receiving member slidably and irremovably into a cavity, and on which the load-bearing member slides in the cavity, forming a secondary water stop part; A sunken kan that is characterized by having a built-in body.
JP58100613A 1983-06-06 1983-06-06 Embedded case Granted JPS59228596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58100613A JPS59228596A (en) 1983-06-06 1983-06-06 Embedded case

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58100613A JPS59228596A (en) 1983-06-06 1983-06-06 Embedded case

Publications (2)

Publication Number Publication Date
JPS59228596A JPS59228596A (en) 1984-12-21
JPH0338398B2 true JPH0338398B2 (en) 1991-06-10

Family

ID=14278689

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58100613A Granted JPS59228596A (en) 1983-06-06 1983-06-06 Embedded case

Country Status (1)

Country Link
JP (1) JPS59228596A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008129953A1 (en) 2007-04-20 2008-10-30 Mitsubishi Heavy Industries, Ltd. Centrifugal compressor
JP2014025299A (en) * 2012-07-30 2014-02-06 Kajima Corp Water cut-off structure for box body joint part

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH069113Y2 (en) * 1988-10-19 1994-03-09 住友ゴム工業株式会社 Secondary waterproof rubber for submerged tunnel
JP4863129B2 (en) * 2009-04-01 2012-01-25 パシフィックコンサルタンツ株式会社 Displacement measuring device
JP6282146B2 (en) * 2014-03-14 2018-02-21 西武ポリマ化成株式会社 Flexible segment for shield method and construction method thereof

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55119283A (en) * 1979-03-08 1980-09-12 Seibu Polymer Kasei Kk Joint of closed conduit
JPS599720B2 (en) * 1979-03-30 1984-03-05 西武ポリマ化成株式会社 culvert joint

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008129953A1 (en) 2007-04-20 2008-10-30 Mitsubishi Heavy Industries, Ltd. Centrifugal compressor
JP2014025299A (en) * 2012-07-30 2014-02-06 Kajima Corp Water cut-off structure for box body joint part

Also Published As

Publication number Publication date
JPS59228596A (en) 1984-12-21

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