JP2003113699A - Flexible joint - Google Patents

Flexible joint

Info

Publication number
JP2003113699A
JP2003113699A JP2001308577A JP2001308577A JP2003113699A JP 2003113699 A JP2003113699 A JP 2003113699A JP 2001308577 A JP2001308577 A JP 2001308577A JP 2001308577 A JP2001308577 A JP 2001308577A JP 2003113699 A JP2003113699 A JP 2003113699A
Authority
JP
Japan
Prior art keywords
joint
flexible
frame body
inclined surface
pair
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
JP2001308577A
Other languages
Japanese (ja)
Other versions
JP3708859B2 (en
Inventor
Yukio Kurematsu
雪夫 榑松
Hironori Okumura
宏敬 奥村
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 JP2001308577A priority Critical patent/JP3708859B2/en
Publication of JP2003113699A publication Critical patent/JP2003113699A/en
Application granted granted Critical
Publication of JP3708859B2 publication Critical patent/JP3708859B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a flexible joint requiring less width for the joint part thereof and not having such a possibility that a flexible water sealing member is swelled into a tunnel by an external hydraulic pressure. SOLUTION: This flexible joint comprises a flexible water sealing member 3 having one swelling part 3a formed of a short tubular flexible member and swelling to an outer peripheral side and the other swelling part 3b swelling to the inner peripheral side continuously formed in S-shape in cross section and having mounting end parts 3c and 3d continuously formed at the outer end parts of both swelling parts and a pair of ring-shaped frame bodies 4 and 5 fixed to a pair of culverts 2 and 2' and having a flexible water sealing member 3 installed thereon. A slanted surface part 4b slanting toward the inside of the joint is formed by bending the frame body 4 to an obtuse angle, and a slanted surface 5a slanting toward the inside of the joint is formed on the inner peripheral side of the slanted surface part 4b of the frame body 4 by bending the frame body 5 to an obtuse angle. A mounting end part 3c is installed on the slanted surface part 4b through a anchoring member, and the mounting end part 3d is installed on the slanted surface part 5a through the anchoring member.

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】本発明は、道路トンネル、上
下水道、農業用水道、工業用水道等の導水トンネル、共
同溝、地下道等の暗渠および開渠の可撓継手に関し、特
に道路トンネルおよび導水トンネルに適用して好適な可
撓継手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road tunnel, a water supply / sewerage system, an agricultural water supply system, an industrial water supply system, a water conduit tunnel, a shared trench, an underground conduit, etc. The present invention relates to a flexible joint suitable for being applied to a tunnel.

【0002】[0002]

【従来の技術】暗渠等の可撓継手として、従来図5の部
分断面図に示すような継手が知られている。この継手a
は、接続されるべき被接続体である暗渠b、bの対向す
る段部に取付けられた1対のリング状の枠体f、fの間
に収容され中央部に膨出部cを備えるゴム・合成樹脂等
からなる短筒状の可撓止水部材dの両端部をアンカーボ
ルトe、eにより枠体f、fを介して継手の軸線から見て
半径方向同一距離において暗渠端部に取り付けたもので
ある。
2. Description of the Related Art As a flexible joint for an underdrain, a joint shown in the partial sectional view of FIG. 5 has been known. This joint a
Is a rubber that is housed between a pair of ring-shaped frame bodies f, which are attached to opposite step portions of the underdrain b, b, which is a connected body to be connected, and which has a bulging portion c in the central portion. Attaching both ends of a flexible water blocking member d in the form of a short tube made of synthetic resin or the like to anchor tube ends with anchor bolts e, e at the same distance in the radial direction as seen from the axis of the joint via frames f, f It is a thing.

【0003】[0003]

【発明が解決しようとする課題】このような従来の暗渠
の継手においては、対向する暗渠間の大きな伸縮変位に
追従するには可撓止水部材dの膨出部cは一つでは不充
分であるので、通常2つの膨出部cを設けており、この
ため継手の幅をその分大きくとらねばならない。このた
めこの継手を導水トンネルに使用する場合は、幅の広い
継手部において水流に乱流等が発生する可能性が大き
い。また可撓止水部材dの膨出部cは、通常の使用状態
において、トンネル外からの外水圧により継手の内周側
に膨出するが、図5のように膨出部が2つある場合は膨
出部cが図5中点線で示す位置に膨出し、水路内に突出
する場合が生じ、その結果円滑な水の流れを妨げるおそ
れがある。
In such a conventional underdrain joint, one bulge portion c of the flexible water blocking member d is not sufficient to follow a large expansion and contraction displacement between the opposite underdrain. Therefore, normally two bulges c are provided, and therefore the width of the joint must be increased accordingly. Therefore, when this joint is used for a water tunnel, turbulence or the like is likely to occur in the water flow in the wide joint. Further, the bulging portion c of the flexible water blocking member d bulges toward the inner peripheral side of the joint due to external water pressure from outside the tunnel in a normal use state, but there are two bulging portions as shown in FIG. In this case, the bulging portion c may bulge to the position shown by the dotted line in FIG. 5 and project into the water channel, which may hinder the smooth flow of water.

【0004】またこの従来の継手を道路トンネルに使用
する場合は、継手部の中車輛などの通路となる部分は鉄
板等で覆ってその上を舗装するので、可撓止水部材dが
道路内に膨出するおそれはないが、この場合でも継手部
の幅が広いため鉄板等継手部を覆うための資材も多く必
要となり、鉄板の厚みも大きくしなければならず施工コ
ストが嵩むという問題がある。
Further, when this conventional joint is used for a road tunnel, a portion of the joint such as a middle vehicle is covered with an iron plate or the like and paved thereover, so that the flexible water blocking member d is used in the road. Although there is no danger of swelling in this case, even in this case, since the width of the joint is wide, a large amount of material for covering the joint such as an iron plate is required, and the thickness of the iron plate must be increased, which increases the construction cost. is there.

【0005】本発明は上記従来の可撓継手の問題点にか
んがみなされたものであって、充分な伸縮変位量を有し
ながら可撓継手の継手部の幅を大きくとらず、また外水
圧によって可撓止水部材がトンネル内に膨出するおそれ
がない、道路トンネルや導水トンネルに好適な可撓継手
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-mentioned problems of the conventional flexible joint, and does not increase the width of the joint portion of the flexible joint while having a sufficient amount of expansion / contraction displacement, and also depends on the external water pressure. An object of the present invention is to provide a flexible joint suitable for road tunnels and water tunnels, in which the flexible water blocking member does not swell into the tunnel.

【0006】[0006]

【課題を解決する手段】上記目的を達成する本発明の可
撓継手は、接続すべき1対の被接続体間に介装される継
手であって、ゴム・合成樹脂等からなる短筒状の可撓部
材からなり外周側に膨出する一つの膨出部と内周側に膨
出する一つの膨出部とが断面S字形に連続して形成さ
れ、両膨出部の外端部には取付端部が連続して形成され
た可撓止水部材と、該1対の被接続体に固定され該可撓
止水部材が取付けられる1対のリング状枠体とを備え、
該1対の被接続体の一方側に固定されるリング状枠体を
鈍角に折り曲げることによって該枠体の一部に継手軸線
から見て継手の内側に向けて傾斜する傾斜面を形成し、
該1対の被接続体の他方側に固定されるリング状枠体を
鈍角に折り曲げることによって該一方の枠体の傾斜面よ
りも内周側の該他方の枠体の一部に継手軸線から見て継
手の内側に向けて傾斜する傾斜面を形成し、該可撓止水
部材のいずれか一方の取付端部を該一方の枠体の傾斜面
に碇着部材により取付け、該可撓止水部材の他方の取付
端部を該他方の枠体の傾斜面に碇着部材により取付けた
ことを特徴とする。前記各傾斜面の継手軸線に対する傾
斜角は45°であることが好ましい。
A flexible joint of the present invention which achieves the above object is a joint interposed between a pair of objects to be connected, which is a short tubular shape made of rubber, synthetic resin or the like. One bulging part that bulges toward the outer peripheral side and one bulge part that bulges toward the inner peripheral side are continuously formed in an S-shaped cross section, and the outer ends of both the bulging parts are formed. Includes a flexible water blocking member whose mounting end portions are continuously formed, and a pair of ring-shaped frame bodies fixed to the pair of connected bodies and to which the flexible water blocking member is attached.
A ring-shaped frame body fixed to one side of the pair of connected bodies is bent at an obtuse angle to form an inclined surface that is inclined toward the inside of the joint as viewed from the joint axis, in a part of the frame body,
The ring-shaped frame body fixed to the other side of the pair of connected bodies is bent at an obtuse angle to form a part of the other frame body on the inner peripheral side of the inclined surface of the one frame body from the joint axis line. When viewed, an inclined surface that inclines toward the inside of the joint is formed, and one of the mounting end portions of the flexible water blocking member is attached to the inclined surface of the one frame body by an anchoring member, and The other mounting end of the water member is attached to the inclined surface of the other frame by an anchoring member. The inclination angle of each of the inclined surfaces with respect to the joint axis is preferably 45 °.

【0007】[0007]

【作用】本発明によれば、1対のリング状枠体のそれぞ
れに継手軸線から見て継手の内側に傾斜する傾斜面をを
形成し、一方の傾斜面よりも内周側に他方の傾斜面を位
置させ、これらの傾斜面に可撓止水部材の両取付端部を
取付けたので、外水圧を受けた可撓止水部材は継手の半
径方向ではなく継手の半径方向に対して斜め方向に膨出
する。したがって、可撓止水部材が継手の半径方向に膨
出する従来の継手とくらべると、可撓止水部材の伸縮変
位量を同一とした場合に従来の継手では膨出部がトンネ
ル内に突出する場合でも本発明の継手においては膨出部
がトンネル内に突出しないように抑えることが可能とな
り、導水トンネルにおいて円滑な水の流れを確保するこ
とができる。
According to the present invention, each of the pair of ring-shaped frame bodies is formed with an inclined surface which inclines toward the inside of the joint as viewed from the joint axis line, and the other inclined surface is arranged on the inner peripheral side of one inclined surface. Since the surfaces are positioned and both mounting ends of the flexible waterproof member are attached to these inclined surfaces, the flexible waterproof member that receives external water pressure is not inclined in the radial direction of the joint but in the radial direction of the joint. Bulge in the direction. Therefore, in comparison with the conventional joint in which the flexible waterproof member bulges in the radial direction of the joint, when the amount of expansion and contraction displacement of the flexible waterproof member is the same, the bulge portion protrudes into the tunnel in the conventional joint. Even in such a case, in the joint of the present invention, it is possible to prevent the bulging portion from protruding into the tunnel, and it is possible to secure a smooth water flow in the water guiding tunnel.

【0008】また、上記構成により可撓止水部材の両取
付端部の取付位置が継手の軸線から見て半径方向に異な
る位置にあるので、両取付端部の取付位置が半径方向同
一距離にある従来の継手に比べて継手の幅を減少させる
ことができる。したがって、導水トンネルにおいては継
手部における乱流等の発生が減少し、道路トンネルにお
いては鉄板等継手部を覆う資材を節約することができ
る。
Further, according to the above structure, since the mounting positions of both mounting ends of the flexible water blocking member are different from each other in the radial direction when viewed from the axis of the joint, the mounting positions of both mounting ends are at the same radial distance. The width of the joint can be reduced compared to some conventional joints. Therefore, the occurrence of turbulence or the like in the joint portion is reduced in the water tunnel, and the material covering the joint portion such as the iron plate can be saved in the road tunnel.

【0009】また、可撓止水部材の取付位置である傾斜
面が半径方向に異なる上に両傾斜面が角度をなしている
ので(図示の実施形態では90°)取付ボルトの方向も
角度をなしており、施工時における取付ボルト周辺の施
工空間が充分に確保され、その結果施工性が向上する。
Further, since the inclined surface at which the flexible water blocking member is mounted is different in the radial direction and both inclined surfaces form an angle (90 ° in the illustrated embodiment), the direction of the mounting bolt also has an angle. Therefore, the construction space around the mounting bolts during construction is sufficiently secured, and as a result, the workability is improved.

【0010】[0010]

【発明の実施の形態】以下添付図面を参照して本発明の
実施の形態について説明する。図1〜図4は本発明を導
水トンネル等の暗渠に適用した1実施形態を示すもの
で、図1は継手の部分断面図、図2は可撓止水部材の側
面図、図3は保護部材の斜視図、図4(a)は押さえ板
の側面図、(b)は斜視図である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 4 show an embodiment in which the present invention is applied to an underdrain such as a water guiding tunnel. FIG. 1 is a partial sectional view of a joint, FIG. 2 is a side view of a flexible water blocking member, and FIG. 3 is protection. 4A is a side view of the pressing plate, and FIG. 4B is a perspective view.

【0011】図1において図の上方は継手の内周側、下
方は外周側を示す。接続すべき被接続体である1対の円
筒状のコンクリート暗渠2、2’の間に介装される可撓
継手1は可撓止水部材3とこの可撓止水部材3が取付け
られる1対のリング状枠体4、5を備えている。
In FIG. 1, the upper part of the drawing shows the inner circumference side of the joint, and the lower part shows the outer circumference side. A flexible joint 1 interposed between a pair of cylindrical concrete underdrains 2 and 2'which are connected bodies to be connected is provided with a flexible water stop member 3 and the flexible water stop member 3 attached thereto. It is provided with a pair of ring-shaped frames 4 and 5.

【0012】可撓止水部材3は、ゴム・合成樹脂等から
なる短筒状の可撓部材からなり、外周側に膨出する一つ
の膨出部3aと内周側に膨出する一つの膨出部3bとが
断面S字形に連続して形成され、両膨出部3a、3bの
外端部には取付端部3c、3dが連続して形成されてい
る。両取付端部3c、3dの枠体への取付側には図2に
示すように止水用突条6が周方向に形成されており、可
撓止水部材3の中央部には補強用の繊維シート7が埋設
されている。また、両取付端部3c、3dにはボルト挿
通孔3e、3fが周方向に所定の間隔で形成されてい
る。
The flexible water blocking member 3 is made of a short tubular flexible member made of rubber, synthetic resin or the like, and has one bulging portion 3a bulging to the outer peripheral side and one bulging portion 3a to the inner peripheral side. The bulging portion 3b is continuously formed in an S-shape in cross section, and mounting ends 3c and 3d are continuously formed at the outer end portions of both the bulging portions 3a and 3b. As shown in FIG. 2, watertight projections 6 are formed in the circumferential direction on the mounting sides of both the mounting end portions 3c and 3d to the frame body, and the flexible watertight member 3 is reinforced at the central portion thereof for reinforcement. The fiber sheet 7 is embedded. Further, bolt mounting holes 3e and 3f are formed in the mounting end portions 3c and 3d at predetermined intervals in the circumferential direction.

【0013】1対のリング状枠体の中暗渠2側に固定さ
れた枠体4は、継手の軸線と垂直に半径方向外側に向け
て延長する垂直面部4aと、この垂直面部4aから継手
の内側に向けて135°の角度で折れ曲がって延長する
傾斜面部4bを備えている。したがって傾斜面部4bは
継手軸線から見て継手の内側に向けて45°の傾斜角で
傾斜している。枠体4は外周端部において継手の外側に
向けてさらに135°折れ曲がって垂直面部4cが形成
されている。この垂直面部4cの暗渠2側には水膨張ゴ
ム8がリング状に配設されている。
The frame body 4 fixed to the inner underdrain 2 side of the pair of ring-shaped frame bodies has a vertical surface portion 4a extending outward in the radial direction perpendicular to the axis of the joint, and a vertical surface portion 4a of this joint surface. It is provided with an inclined surface portion 4b that bends and extends inward at an angle of 135 °. Therefore, the inclined surface portion 4b is inclined at an inclination angle of 45 ° toward the inside of the joint as viewed from the joint axis. The frame body 4 is further bent at the outer peripheral end toward the outside of the joint by 135 ° to form a vertical surface portion 4c. A water expansion rubber 8 is arranged in a ring shape on the side of the underdrain 2 of the vertical surface portion 4c.

【0014】暗渠2’側に固定された枠体5は、内周側
において継手軸線から見て継手の内側に向けて45°の
傾斜角で傾斜する傾斜面部5aと、この傾斜面部5aか
ら135°の角度で折れ曲がって継手の軸線と垂直に半
径方向外側に延長する垂直面部5bを備えている。傾斜
面部5aは傾斜面部4bよりも継手の内周側に位置して
おり、傾斜面部4bに対して垂直に配置されている。垂
直面部5bの暗渠2’側には水膨張ゴム9がリング状に
配設されている。
The frame 5 fixed to the underdrain 2'side has an inclined surface portion 5a which is inclined at an inclination angle of 45 ° toward the inside of the joint as viewed from the joint axis on the inner peripheral side, and the inclined surface portions 5a to 135. It is provided with a vertical surface portion 5b which is bent at an angle of ° and extends outward in the radial direction perpendicular to the axis of the joint. The inclined surface portion 5a is located closer to the inner peripheral side of the joint than the inclined surface portion 4b, and is arranged perpendicular to the inclined surface portion 4b. A water-expansion rubber 9 is arranged in a ring shape on the side of the underdrain 2'of the vertical surface portion 5b.

【0015】枠体4、5の傾斜面部4b、5aにはアン
カーボルト挿通孔(図示せず)が所定の間隔で周方向に
形成されている。枠体4の垂直面部4cと枠体5の垂直
面部5bの間には発泡ゴム等からなる目地材10が介装
されている。
Anchor bolt insertion holes (not shown) are formed in the inclined surfaces 4b and 5a of the frames 4 and 5 at predetermined intervals in the circumferential direction. A joint material 10 made of foamed rubber or the like is interposed between the vertical surface portion 4c of the frame body 4 and the vertical surface portion 5b of the frame body 5.

【0016】可撓止水部材3は取付端部3cにおいて枠
体4の傾斜面部4bに、取付端部3dにおいて枠体5の
傾斜面部5aにそれぞれ碇着部材により取付けられてい
る。
The flexible water blocking member 3 is attached to the inclined surface portion 4b of the frame body 4 at the attachment end portion 3c and to the inclined surface portion 5a of the frame body 5 at the attachment end portion 3d by anchoring members.

【0017】枠体4側の碇着部材は押え板12とアンカ
ーボルト13、ナット14からなり、枠体5側の碇着部
材は押え板12’とアンカーボルト13、ナット14か
らなる。
The anchoring member on the frame 4 side is composed of a holding plate 12, anchor bolts 13 and nuts 14, and the anchoring member on the frame 5 side is composed of a holding plate 12 ', anchor bolts 13 and nuts 14.

【0018】押え板12は、鋼材からなり、図4(a)
に拡大側面図、図4(b)に斜視図を示すように、頂面
が円弧状に形成された頭部12a、該頭部12aの一方
の端面から垂直方向に延長する板状の垂直部12b、お
よび該垂直部12bの頭部12aと反対側端部から垂直
部12bとT字形をなすようにして垂直部12bの両側
に水平方向に延長する板状の水平部12cを有するリン
グ状の部材を周方向に複数個に分割した形状を有し、垂
直部12bを貫通して複数のアンカーボルト挿通用のボ
ルト孔12dが枠体4のアンカーボルト挿通孔に対応す
る位置に形成されている。頭部12aの垂直部12bに
接しない部分と水平部12cの対応する端部との間には
凹部11が形成されている。
The holding plate 12 is made of steel and is shown in FIG.
As shown in an enlarged side view and a perspective view in FIG. 4 (b), a head 12a having a top surface formed in an arc shape, and a plate-shaped vertical portion extending vertically from one end surface of the head 12a 12b and a ring-shaped horizontal portion 12c extending horizontally from both ends of the vertical portion 12b opposite to the head portion 12a to form a T shape with the vertical portion 12b. The member is divided into a plurality of pieces in the circumferential direction, and a plurality of bolt holes 12d for inserting anchor bolts are formed at positions corresponding to the anchor bolt inserting holes of the frame body 4 by penetrating the vertical portion 12b. . A recess 11 is formed between a portion of the head 12a that does not contact the vertical portion 12b and a corresponding end of the horizontal portion 12c.

【0019】押え板12’は、押え板12における頭部
12aの垂直部12bに接しない部分に対応する水平部
12cの一端部が存在せず、したがって凹部11が存在
しない以外は押え板12と同一形状である。
The holding plate 12 'is the same as the holding plate 12 except that one end of the horizontal portion 12c corresponding to the portion of the holding plate 12 which does not contact the vertical portion 12b of the head 12a does not exist, and therefore the recess 11 does not exist. It has the same shape.

【0020】可撓止水部材3を枠体4、5取付けるに
は、暗渠2、2’のコンクリートを打設する前に、枠体
4、5の傾斜面部4b、5aの各アンカーボルト挿通孔
にアンカーボルト13を挿通し、止水のためにボルト部
13aを傾斜面部4b、5aの暗渠側の面に溶接する。
In order to attach the flexible water blocking member 3 to the frames 4 and 5, the anchor bolt insertion holes of the inclined surface portions 4b and 5a of the frames 4 and 5 are placed before the concrete of the underdrain 2, 2'is placed. Anchor bolt 13 is inserted through and the bolt portion 13a is welded to the surface of the inclined surface portions 4b and 5a on the side of the underdrain to stop water.

【0021】次に可撓止水部材3の取付端部3c、3d
のアンカーボルト挿通孔3e、3fにアンカーボルト1
3を挿通するようにして可撓止水部材3を配置する。次
いで枠体4側においては、押え板12をその凹部11が
継手内周側に面するようにして可撓止水部材3の上に配
置し、ボルト孔12dにアンカーボルトを挿通する。
Next, the mounting ends 3c and 3d of the flexible water blocking member 3 are attached.
Anchor bolt 1 in the anchor bolt insertion holes 3e, 3f of
The flexible water blocking member 3 is arranged such that the flexible water blocking member 3 is inserted therethrough. Next, on the frame body 4 side, the pressing plate 12 is arranged on the flexible water blocking member 3 such that the recess 11 faces the inner peripheral side of the joint, and the anchor bolt is inserted into the bolt hole 12d.

【0022】可撓止水部材保護部材15は発泡ゴム等弾
性を有する材料からなり、図3の斜視図に示すように、
押え板12の凹部11に嵌合し得る寸法と形状を有する
板状のもので、押え板12のボルト孔12dに対応する
位置にアンカーボルト挿通用のボルト孔15aが形成さ
れている。可撓止水部材3のボルト取付孔をアンカーボ
ルト13に挿入し、次いで押え板12をはめ込んだ後、
アンカーボルト13にナット14を締め付けることによ
って可撓止水部材3の取付端部3cを枠体4の傾斜面部
4bに固定する。次いで押え板12を締め付けたナット
14に可撓止水部材保護部材15のボルト孔15aを挿
入し、押え板12の凹部11に可撓止水部材保護部材1
5を取付ける。この可撓止水部材保護部材15は可撓止
水部材3が圧縮変位した場合にボルト頭部に接触して傷
つけられることを防止する。
The flexible water blocking member protection member 15 is made of an elastic material such as foamed rubber, and as shown in the perspective view of FIG.
The holding plate 12 is a plate-shaped member having a size and shape that can be fitted into the recess 11 of the holding plate 12, and bolt holes 15a for inserting anchor bolts are formed at positions corresponding to the bolt holes 12d of the holding plate 12. After inserting the bolt mounting hole of the flexible water blocking member 3 into the anchor bolt 13 and then inserting the pressing plate 12,
The mounting end 3c of the flexible water blocking member 3 is fixed to the inclined surface portion 4b of the frame body 4 by tightening the nut 14 on the anchor bolt 13. Next, the bolt hole 15a of the flexible water blocking member protection member 15 is inserted into the nut 14 to which the pressing plate 12 is tightened, and the flexible water blocking member protection member 1 is inserted into the recess 11 of the pressing plate 12.
Install 5. The flexible water blocking member protection member 15 prevents the flexible water blocking member 3 from coming into contact with the bolt head and being damaged when the flexible water blocking member 3 is compressed and displaced.

【0023】枠体5側においても、可撓止水部材保護部
材15の取付を省略する以外は、枠体4側と同様の施工
方法で可撓止水部材3の取付端部3dを傾斜面部5aに
取付ける。
Also on the frame body 5 side, the mounting end 3d of the flexible water blocking member 3 is formed by the same construction method as that on the frame body 4 side except that the mounting of the flexible water blocking member protection member 15 is omitted. Attach to 5a.

【0024】可撓止水部材3は相互に角度をなして設置
された傾斜面部4b、5aに取り付けられるので、アン
カーボルト13にナット14を締め込む作業は可撓止水
部材3の内周面側のみにおいて行なうことができ、施工
性がよい。
Since the flexible water blocking member 3 is attached to the inclined surface portions 4b and 5a which are installed at an angle to each other, the work of tightening the nut 14 into the anchor bolt 13 is performed by the inner peripheral surface of the flexible water blocking member 3. It can be performed only on the side and the workability is good.

【0025】次に暗渠2、2’のコンクリートを打設す
ることにより枠体4、5を暗渠2、2’に固定し継手1
の施工を完了する。枠体4、5の折曲がり部は鈍角に折
れ曲がっているので、コンクリート打設に際してコンク
リートの流れが良く、図5に示す従来の継手のように折
曲がり部が直角に折れ曲がっている構成にくらべて空気
溜りの発生を防止することができ、止水性を向上させる
ことができる。水膨張ゴム8、9は折曲がり部における
止水をさらに完全にするものである。
Next, the frames 4 and 5 are fixed to the underdrain 2, 2'by placing concrete in the underdrain 2, 2'and the joint 1
Complete the construction. Since the bent portions of the frames 4 and 5 are bent at obtuse angles, the flow of concrete is good at the time of placing concrete, and the bent portions are bent at right angles as in the conventional joint shown in FIG. Generation of air pockets can be prevented, and water blocking performance can be improved. The water-expansion rubbers 8 and 9 serve to make the water stop at the bent portion more complete.

【0026】次にこの継手1の動作について説明する。
施工後通常の使用状態において外水圧が作用すると、可
撓止水部材3は図1中破線で示すように内周側に半円形
に膨出するが、傾斜面部5aにおける取付端部3dの取
付位置は傾斜面部4bにおける取付端部3cの取付位置
よりも内周側に位置するので、外水圧を受けた可撓止水
部材3は継手の半径方向ではなく継手の半径方向に対し
て45°の斜め方向に膨出する。また可撓止水部材3の
取付位置を調節することにより、可撓止水部材3は暗渠
2、2’の内周面2a、2’aよりも内周側に突出する
ことはない。
Next, the operation of the joint 1 will be described.
When external water pressure is applied in a normal use state after construction, the flexible water blocking member 3 bulges in a semicircular shape toward the inner peripheral side as shown by the broken line in FIG. 1, but the mounting end portion 3d of the inclined surface portion 5a is mounted. Since the position is located on the inner circumferential side of the mounting position of the mounting end portion 3c on the inclined surface portion 4b, the flexible water blocking member 3 that receives external water pressure is 45 ° with respect to the radial direction of the joint, not the radial direction of the joint. Bulges diagonally. Further, by adjusting the mounting position of the flexible water blocking member 3, the flexible water blocking member 3 does not project to the inner circumference side of the inner circumferential surfaces 2a, 2'a of the underdrain 2, 2 '.

【0027】また、地震等による地盤の変化により暗渠
2、2’が相互に接近または離間する方向またはせん断
方向に変位する場合には、可撓止水部材3はその変位に
追随して伸縮変位することによりこのような暗渠間の相
対変位に対応することができる。
When the underdrain 2 or 2'displaces in a direction toward or away from each other or in a shearing direction due to a change in the ground due to an earthquake or the like, the flexible water blocking member 3 follows the displacement and expands or contracts. By doing so, it is possible to cope with such relative displacement between the underdrain.

【0028】上記の説明は暗渠の断面形状が円形のもの
についてなされたが、暗渠の形状は円形にかぎるもので
はなく、正方形、矩形、多角形、馬蹄形、楕円形等他の
形状であってもよい。
Although the above description has been made for the case where the cross-sectional shape of the underdrain is circular, the shape of the underdrain is not limited to the circular shape, and other shapes such as a square, a rectangle, a polygon, a horseshoe and an ellipse may be used. Good.

【0029】また、本発明は暗渠にかぎらず、開渠にも
適用することができるものである。
Further, the present invention can be applied not only to the underdrain but also to the open underdrain.

【0030】[0030]

【発明の効果】以上述べたように、本発明によれば、1
対のリング状枠体のそれぞれに継手軸線から見て継手の
内側に傾斜する傾斜面をを形成し、一方の傾斜面よりも
内周側に他方の傾斜面を位置させ、これらの傾斜面に可
撓止水部材の両取付端部を取付けたので、外水圧を受け
た可撓止水部材は継手の半径方向ではなく継手の半径方
向に対して斜め方向に膨出する。したがって、可撓止水
部材が継手の半径方向に膨出する従来の継手とくらべる
と、可撓止水部材の伸縮変位量を同一とした場合に従来
の継手では膨出部がトンネル内に突出する場合でも本発
明の継手においては膨出部がトンネル内に突出しないよ
うに抑えることが可能となり、導水トンネルにおいて円
滑な水の流れを確保することができる。
As described above, according to the present invention, 1
An inclined surface that inclines toward the inside of the joint when viewed from the joint axis is formed on each of the pair of ring-shaped frame bodies, and the other inclined surface is located on the inner peripheral side of one of the inclined surfaces. Since both mounting ends of the flexible water blocking member are attached, the flexible water blocking member that receives external water pressure swells not in the radial direction of the joint but in an oblique direction with respect to the radial direction of the joint. Therefore, in comparison with the conventional joint in which the flexible waterproof member bulges in the radial direction of the joint, when the amount of expansion and contraction displacement of the flexible waterproof member is the same, the bulge portion protrudes into the tunnel in the conventional joint. Even in such a case, in the joint of the present invention, it is possible to prevent the bulging portion from protruding into the tunnel, and it is possible to secure a smooth water flow in the water guiding tunnel.

【0031】また、上記構成により可撓止水部材の両取
付端部の取付位置が継手の軸線から見て半径方向に異な
る位置にあるので、両取付端部の取付位置が半径方向同
一距離にある従来の継手に比べて継手の幅を減少させる
ことができる。したがって、導水トンネルにおいては継
手部における乱流等の発生が減少し、道路トンネルにお
いては鉄板等継手部を覆う資材を節約することができ
る。
Further, since the mounting positions of both mounting ends of the flexible waterproof member are different from each other in the radial direction when viewed from the axis of the joint, the mounting positions of both mounting ends are the same in the radial direction. The width of the joint can be reduced compared to some conventional joints. Therefore, the occurrence of turbulence or the like in the joint portion is reduced in the water tunnel, and the material covering the joint portion such as the iron plate can be saved in the road tunnel.

【0032】また、可撓止水部材の取付位置である両傾
斜面が半径方向に異なる上に両傾斜面が角度をなしてい
るので(図示の実施形態では90°)取付ボルトの方向
も角度をなしており、施工時における取付ボルト周辺の
施工空間が充分に確保され、その結果施工性が向上す
る。
Further, since both inclined surfaces which are the mounting positions of the flexible water blocking members are different in the radial direction and both inclined surfaces form an angle (90 ° in the illustrated embodiment), the direction of the mounting bolt is also angled. The construction space around the mounting bolts during construction is sufficiently secured, and as a result, construction efficiency is improved.

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

【図1】本発明の1実施形態にかかる継手の部分断面図
である。
FIG. 1 is a partial cross-sectional view of a joint according to one embodiment of the present invention.

【図2】可撓止水部材の側面図である。FIG. 2 is a side view of a flexible water blocking member.

【図3】可撓止水部材保護部材の斜視図である。FIG. 3 is a perspective view of a flexible water blocking member protection member.

【図4】(a)は押さえ板の側面図、(b)は斜視図で
ある。
FIG. 4A is a side view of a pressing plate, and FIG. 4B is a perspective view.

【図5】従来の可撓継手の部分断面図である。FIG. 5 is a partial cross-sectional view of a conventional flexible joint.

【符号の説明】[Explanation of symbols]

1 可撓継手 2、2’ 暗渠 3 可撓止水部材 4、5 枠体 12 押え板 13 アンカーボルト 14 ナット 15 可撓止水部材保護部材 1 Flexible joint 2,2 'Underdrain 3 Flexible water blocking member 4, 5 frame 12 Presser plate 13 Anchor bolt 14 nuts 15 Flexible water blocking member protection member

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】接続すべき1対の被接続体間に介装される
継手であって、ゴム・合成樹脂等からなる短筒状の可撓
部材からなり外周側に膨出する一つの膨出部と内周側に
膨出する一つの膨出部とが断面S字形に連続して形成さ
れ、両膨出部の外端部には取付端部が連続して形成され
た可撓止水部材と、該1対の被接続体に固定され該可撓
止水部材が取付けられる1対のリング状枠体とを備え、
該1対の被接続体の一方側に固定されるリング状枠体を
鈍角に折り曲げることによって該枠体の一部に継手軸線
から見て継手の内側に向けて傾斜する傾斜面を形成し、
該1対の被接続体の他方側に固定されるリング状枠体を
鈍角に折り曲げることによって該一方の枠体の傾斜面よ
りも内周側の該他方の枠体の一部に継手軸線から見て継
手の内側に向けて傾斜する傾斜面を形成し、該可撓止水
部材のいずれか一方の取付端部を該一方の枠体の傾斜面
に碇着部材により取付け、該可撓止水部材の他方の取付
端部を該他方の枠体の傾斜面に碇着部材により取付けた
ことを特徴とする可撓継手。
1. A joint interposed between a pair of objects to be connected, comprising a flexible member in the form of a short cylinder made of rubber, synthetic resin or the like, and a bulge bulging toward the outer peripheral side. A swelling portion and one bulging portion that bulges toward the inner peripheral side are continuously formed in an S-shaped cross section, and mounting ends are continuously formed at the outer ends of both bulging portions. A water member, and a pair of ring-shaped frame members fixed to the pair of connected members and to which the flexible water blocking member is attached,
An inclined surface that is inclined toward the inside of the joint when viewed from the joint axis is formed in a part of the frame body by bending the ring-shaped frame body fixed to one side of the pair of connected bodies at an obtuse angle,
The ring-shaped frame body fixed to the other side of the pair of connected bodies is bent at an obtuse angle to form a part of the other frame body on the inner peripheral side of the inclined surface of the one frame body from the joint axis line. When viewed, an inclined surface that inclines toward the inside of the joint is formed, and one of the mounting end portions of the flexible water blocking member is attached to the inclined surface of the one frame body by an anchoring member, and A flexible joint characterized in that the other mounting end of the water member is mounted on the inclined surface of the other frame by an anchoring member.
【請求項2】前記各傾斜面の継手軸線に対する傾斜角は
45°であることを特徴とする請求項1記載の可撓継
手。
2. The flexible joint according to claim 1, wherein an inclination angle of each inclined surface with respect to the joint axis is 45 °.
JP2001308577A 2001-10-04 2001-10-04 Flexible joint Expired - Fee Related JP3708859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001308577A JP3708859B2 (en) 2001-10-04 2001-10-04 Flexible joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001308577A JP3708859B2 (en) 2001-10-04 2001-10-04 Flexible joint

Publications (2)

Publication Number Publication Date
JP2003113699A true JP2003113699A (en) 2003-04-18
JP3708859B2 JP3708859B2 (en) 2005-10-19

Family

ID=19127865

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001308577A Expired - Fee Related JP3708859B2 (en) 2001-10-04 2001-10-04 Flexible joint

Country Status (1)

Country Link
JP (1) JP3708859B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007092305A (en) * 2005-09-27 2007-04-12 Seibu Polymer Corp Waterproof flexible coupling for culvert
JP2014228071A (en) * 2013-05-23 2014-12-08 西武ポリマ化成株式会社 Outer surface reinforcing structure of existing flexible tube
JP2015214852A (en) * 2014-05-12 2015-12-03 西武ポリマ化成株式会社 Flexible water stop joint for large subsidence and seismic strengthening method of joint using the same
JP2016075108A (en) * 2014-10-08 2016-05-12 西武ポリマ化成株式会社 Joint sealant and fitting structure thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007092305A (en) * 2005-09-27 2007-04-12 Seibu Polymer Corp Waterproof flexible coupling for culvert
JP4567564B2 (en) * 2005-09-27 2010-10-20 西武ポリマ化成株式会社 Underwater waterproof flexible joint
JP2014228071A (en) * 2013-05-23 2014-12-08 西武ポリマ化成株式会社 Outer surface reinforcing structure of existing flexible tube
JP2015214852A (en) * 2014-05-12 2015-12-03 西武ポリマ化成株式会社 Flexible water stop joint for large subsidence and seismic strengthening method of joint using the same
JP2016075108A (en) * 2014-10-08 2016-05-12 西武ポリマ化成株式会社 Joint sealant and fitting structure thereof

Also Published As

Publication number Publication date
JP3708859B2 (en) 2005-10-19

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