JP3708859B2 - Flexible joint - Google Patents

Flexible joint Download PDF

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Publication number
JP3708859B2
JP3708859B2 JP2001308577A JP2001308577A JP3708859B2 JP 3708859 B2 JP3708859 B2 JP 3708859B2 JP 2001308577 A JP2001308577 A JP 2001308577A JP 2001308577 A JP2001308577 A JP 2001308577A JP 3708859 B2 JP3708859 B2 JP 3708859B2
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Prior art keywords
joint
flexible
inclined surface
water
flexible water
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JP2003113699A (en
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雪夫 榑松
宏敬 奥村
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西武ポリマ化成株式会社
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Description

【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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13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。
【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15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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【図面の簡単な説明】
【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。
【図2】可撓止水部材の側面図である。
【図3】可撓止水部材保護部材の斜視図である。
【図4】(a)は押さえ板の側面図、(b)は斜視図である。
【図5】従来の可撓継手の部分断面図である。
【符号の説明】
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
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to water tunnels for road tunnels, water and sewage systems, agricultural water systems, industrial water systems, etc., flexible joints for underdrains and open channels such as joint grooves, underground passages, etc., and particularly suitable for application to road tunnels and water transmission tunnels. The present invention relates to a flexible joint.
[0002]
[Prior art]
Conventionally, a joint as shown in the partial cross-sectional view of FIG. 5 is known as a flexible joint such as a culvert. The joint a is accommodated between a pair of ring-shaped frames f and f attached to the opposing stepped portions of the underdrains b and b, which are connected bodies to be connected, and a bulging portion c at the center. Both ends of a short cylindrical flexible water-stopping member d made of rubber, synthetic resin or the like provided with an anchor bolt e, e through frame frames f, f at the same distance in the radial direction as viewed from the joint axis It is attached to the part.
[0003]
[Problems to be solved by the invention]
In such a conventional culvert joint, one bulge portion c of the flexible water-stopping member d is not sufficient to follow a large expansion / contraction displacement between opposing culverts. The part c is provided, and therefore the width of the joint must be increased accordingly. For this reason, when this joint is used in a water guide tunnel, there is a high possibility that turbulent flow or the like is generated in the water flow at a wide joint part. Further, the bulging portion c of the flexible water blocking member d bulges to the inner peripheral side of the joint by an external water pressure from outside the tunnel in a normal use state, but there are two bulging portions as shown in FIG. In such a case, the bulging portion c may bulge to the position indicated by the dotted line in FIG. 5 and protrude into the water channel, with the result that smooth water flow may be hindered.
[0004]
Further, when this conventional joint is used for a road tunnel, a portion that becomes a passage such as a middle rail of the joint portion is covered with an iron plate or the like and paved thereon, so that the flexible water-stop member d bulges into the road. However, even in this case, since the width of the joint portion is wide, a large amount of material for covering the joint portion such as an iron plate is required, and the thickness of the iron plate must be increased, resulting in an increase in construction cost.
[0005]
The present invention is considered in view of the problems of the above-mentioned 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 is not flexible due to external water pressure. An object of the present invention is to provide a flexible joint suitable for a road tunnel or a water guide tunnel, in which there is no possibility that the water member swells into the tunnel.
[0006]
[Means for solving the problems]
The flexible joint of the present invention that achieves the above object is a joint interposed between a pair of connected bodies to be connected, and is composed of a short cylindrical flexible member made of rubber, synthetic resin, or the like. One bulging portion that bulges to the side and one bulging portion that bulges to the inner peripheral side are formed continuously in an S-shaped cross section, and the mounting end portion is continuous to the outer end portions of both bulging portions. And a pair of ring-shaped frames that are fixed to the pair of connected bodies and to which the flexible water-stopping member is attached. A ring-shaped frame fixed to one side 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. By bending a ring-shaped frame fixed to the other side at an obtuse angle, a joint axis is formed on a part of the other frame on the inner peripheral side of the inclined surface of the one frame. An inclined surface that is inclined toward the inside of the joint as viewed from above is formed, and either one of the attachment ends of the flexible water-stopping member is attached to the inclined surface of the one frame body by a fastening member. The other attachment end portion of the water stop member is attached to the inclined surface of the other frame body by a fastening member.
The inclination angle of each inclined surface with respect to the joint axis is preferably 45 °.
[0007]
[Action]
According to the present invention, each of the pair of ring-shaped frames is formed with an inclined surface that is inclined inward of the joint as viewed from the joint axis, and the other inclined surface is positioned on the inner peripheral side of the one inclined surface. Since both the mounting end portions of the flexible water-stopping member are attached to these inclined surfaces, the flexible water-stopping member subjected to external water pressure swells obliquely with respect to the joint radial direction, not to the joint radial direction. Put out. Therefore, when compared with the conventional joint in which the flexible water-stopping member bulges in the radial direction of the joint, the bulging portion of the conventional joint protrudes into the tunnel when the expansion / contraction displacement amount of the flexible water-stopping member is the same. Even in this case, in the joint of the present invention, it is possible to suppress the bulging portion from protruding into the tunnel, and a smooth water flow can be ensured in the water guide tunnel.
[0008]
Moreover, since the mounting positions of the both mounting end portions of the flexible water-stopping member are at different positions in the radial direction when viewed from the joint axis, the mounting positions of both mounting end portions are the same distance in the radial direction. The width of the joint can be reduced compared to the joint. Therefore, the occurrence of turbulent flow or the like in the joint portion is reduced in the water guide tunnel, and the material for covering the joint portion such as an iron plate can be saved in the road tunnel.
[0009]
In addition, since the inclined surfaces which are the mounting positions of the flexible water blocking members are different in the radial direction and both inclined surfaces are angled (90 ° in the illustrated embodiment), the direction of the mounting bolt is also angled. The construction space around the mounting bolt at the time of construction is sufficiently secured, and as a result, the workability is improved.
[0010]
DETAILED DESCRIPTION OF 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 a conduit such as a water-conducting tunnel. FIG. 1 is a partial sectional view of a joint, FIG. 2 is a side view of a flexible water-stopping member, and FIG. FIG. 4A is a side view of the pressing plate, and FIG. 4B is a perspective view of the member.
[0011]
In FIG. 1, the upper side of the figure shows the inner peripheral side of the joint, and the lower side shows the outer peripheral side. A flexible joint 1 interposed between a pair of cylindrical concrete culverts 2, 2 ′ which are connected bodies to be connected is a flexible water-stopping member 3 and a flexible water-stopping member 3 attached to the flexible joint 1. A pair of ring-shaped frame bodies 4 and 5 are provided.
[0012]
The flexible water stop member 3 is made of a short cylindrical flexible member made of rubber, synthetic resin, etc., and has one bulging portion 3a bulging on the outer peripheral side and one bulging portion bulging on the inner peripheral side. 3b is formed continuously in an S-shaped cross section, and attachment end portions 3c, 3d are formed continuously at the outer ends of the bulging portions 3a, 3b. As shown in FIG. 2, a water stop protrusion 6 is formed in the circumferential direction on the attachment side of both the attachment end portions 3 c and 3 d to the frame body, and a reinforcing water stop member 3 is provided at the central portion for reinforcement. The fiber sheet 7 is embedded. Further, bolt insertion holes 3e and 3f are formed in the mounting end portions 3c and 3d at predetermined intervals in the circumferential direction.
[0013]
The frame body 4 fixed to the pair of ring-shaped frame bodies 2 on the side of the inner casing 2 has a vertical surface portion 4a extending perpendicularly to the outer side in the radial direction perpendicular to the joint axis, and directed from the vertical surface portion 4a toward the inside of the joint. And an inclined surface portion 4b that is bent and extended at an angle of 135 °. Accordingly, 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 135 ° toward the outside of the joint at the outer peripheral end portion to form a vertical surface portion 4c. A water expansion rubber 8 is disposed in a ring shape on the side of the underside of the vertical surface portion 4c.
[0014]
The frame body 5 fixed to the underside 2 ′ has an inclined surface portion 5a inclined at an inclination angle of 45 ° toward the inner side of the joint as viewed from the joint axis on the inner peripheral side, and an angle of 135 ° from the inclined surface portion 5a. Is provided with a vertical surface portion 5b that is bent in the direction perpendicular to the axis of the joint and extends radially outward. The inclined surface portion 5a is located on the inner peripheral side of the joint with respect to the inclined surface portion 4b, and is disposed perpendicular to the inclined surface portion 4b. A water expansion rubber 9 is disposed in a ring shape on the underside 2 ′ side of the vertical surface portion 5b.
[0015]
Anchor bolt insertion holes (not shown) are formed in the inclined surfaces 4b and 5a of the frames 4 and 5 in the circumferential direction at predetermined intervals. A joint material 10 made of foamed rubber or the like is interposed between the vertical surface portion 4 c of the frame body 4 and the vertical surface portion 5 b of the frame body 5.
[0016]
The flexible waterproofing member 3 is attached to the inclined surface portion 4b of the frame body 4 at the attachment end portion 3c, and attached to the inclined surface portion 5a of the frame body 5 at the attachment end portion 3d.
[0017]
The fastening member on the frame body 4 side is composed of a pressing plate 12, anchor bolts 13 and nuts 14, and the fastening member on the frame body 5 side is composed of a pressing plate 12 ′, anchor bolts 13 and nuts 14.
[0018]
The holding plate 12 is made of steel, and as shown in an enlarged side view in FIG. 4 (a) and a perspective view in FIG. 4 (b), a head 12a having a top surface formed in an arc shape, A plate-like vertical portion 12b extending in the vertical direction from one end face, and a horizontal portion on both sides of the vertical portion 12b so as to form a T-shape with the vertical portion 12b from the opposite end to the head portion 12a of the vertical portion 12b A ring-shaped member having a plate-like horizontal portion 12c extending in the circumferential direction is divided into a plurality of portions in the circumferential direction, and a plurality of bolt holes 12d for inserting anchor bolts penetrate the vertical portion 12b. It is formed at a position corresponding to the anchor bolt insertion hole. A concave portion 11 is formed between a portion of the head portion 12a that does not contact the vertical portion 12b and a corresponding end portion of the horizontal portion 12c.
[0019]
The holding plate 12 ′ has the same shape as the holding plate 12 except that one end portion of the horizontal portion 12 c corresponding to the portion of the holding plate 12 that does not contact the vertical portion 12 b of the head portion 12 a does not exist, and therefore the recessed portion 11 does not exist. is there.
[0020]
In order to attach the flexible waterproofing member 3 to the frames 4 and 5, before placing the concrete of the undercarriage 2 and 2 ', anchor bolts are inserted into the anchor bolt insertion holes of the inclined surface portions 4b and 5a of the frames 4 and 5, respectively. 13 is inserted and the bolt part 13a is welded to the underside surface of the inclined surface parts 4b and 5a for water stop.
[0021]
Next, the flexible water blocking member 3 is arranged so that the anchor bolt 13 is inserted into the anchor bolt insertion holes 3e and 3f of the attachment end portions 3c and 3d of the flexible water blocking member 3. Next, on the frame body 4 side, the presser plate 12 is arranged on the flexible water-stopping member 3 so that the concave portion 11 faces the inner peripheral side of the joint, and an anchor bolt is inserted into the bolt hole 12d.
[0022]
The flexible water blocking member protection member 15 is made of a material having elasticity, such as foam rubber, and is a plate having a size and shape that can be fitted into the recess 11 of the presser plate 12 as shown in the perspective view of FIG. A bolt hole 15 a for inserting an anchor bolt is formed at a position corresponding to the bolt hole 12 d of the presser plate 12. The bolt mounting hole of the flexible water-stopping member 3 is inserted into the anchor bolt 13, and then the presser plate 12 is fitted. Then, the nut 14 is tightened on the anchor bolt 13 to fix the mounting end 3 c of the flexible water-stopping member 3 to the frame. It fixes to the inclined surface part 4b of the body 4. FIG. Next, the bolt hole 15 a of the flexible water-stopping member protection member 15 is inserted into the nut 14 that tightens the presser plate 12, and the flexible water-stopping member protection member 15 is attached to the recess 11 of the presser plate 12. The flexible water blocking member protection member 15 prevents the flexible water blocking member 3 from being damaged by coming into contact with the bolt head when the flexible water blocking member 3 is compressed and displaced.
[0023]
On the frame body 5 side, the mounting end 3d of the flexible water blocking member 3 is attached to the inclined surface portion 5a by the same construction method as that for the frame body 4 except that the mounting of the flexible water blocking member protection member 15 is omitted. .
[0024]
Since the flexible waterproofing member 3 is attached to the inclined surface portions 4b and 5a installed at an angle to each other, the operation of tightening the nut 14 on the anchor bolt 13 is performed only on the inner peripheral surface side of the flexible waterproofing member 3. It can be performed and the workability is good.
[0025]
Next, the frames 4 and 5 are fixed to the culverts 2 and 2 ′ by placing concrete of the culverts 2 and 2 ′, and the construction of the joint 1 is completed. Since the bent portions of the frames 4 and 5 are bent at an obtuse angle, the flow of the concrete is good when pouring the concrete, and the bent portion is bent at a right angle as in the conventional joint shown in FIG. Generation of air pockets can be prevented, and water stoppage can be improved. The water expansion rubbers 8 and 9 make the water stop at the bent portion even more complete.
[0026]
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 swells in a semicircular shape toward the inner peripheral side as shown by the broken line in FIG. 1, but the attachment end 3d is attached to the inclined surface portion 5a. Since the position is located on the inner peripheral side with respect to the mounting position of the mounting end 3c in the inclined surface portion 4b, the flexible water blocking member 3 that has been subjected to external water pressure is 45 ° with respect to the radial direction of the joint instead of the radial direction of the joint. Bulge in the diagonal direction. Further, by adjusting the mounting position of the flexible water blocking member 3, the flexible water blocking member 3 does not protrude to the inner peripheral side from the inner peripheral surfaces 2a, 2'a of the underdrains 2, 2 '.
[0027]
In addition, when the underdrains 2, 2 ′ are moved toward or away from each other or in the shearing direction due to changes in the ground due to an earthquake or the like, the flexible waterproofing member 3 is expanded and contracted following the displacement. Such relative displacement between underdrains can be dealt with.
[0028]
Although the above description has been made for a culvert with a circular cross-sectional shape, the shape of the culvert is not limited to a circle, and may be other shapes such as a square, a rectangle, a polygon, a horseshoe, an ellipse.
[0029]
In addition, the present invention is not limited to underdrains but can be applied to unfolding.
[0030]
【The invention's effect】
As described above, according to the present invention, each of the pair of ring-shaped frame bodies is formed with an inclined surface that is inclined toward the inner side of the joint as viewed from the joint axis, and on the inner peripheral side of one inclined surface. Since the other inclined surfaces are positioned and both mounting ends of the flexible water-stopping member are attached to these inclined surfaces, the flexible water-stopping member subjected to external water pressure is not in the radial direction of the joint but in the radial direction of the joint. On the other hand, it swells in an oblique direction. Therefore, when compared with the conventional joint in which the flexible water-stopping member bulges in the radial direction of the joint, the bulging portion of the conventional joint protrudes into the tunnel when the expansion / contraction displacement amount of the flexible water-stopping member is the same. Even in this case, in the joint of the present invention, it is possible to suppress the bulging portion from protruding into the tunnel, and a smooth water flow can be ensured in the water guide tunnel.
[0031]
Moreover, since the mounting positions of the both mounting end portions of the flexible water-stopping member are at different positions in the radial direction when viewed from the joint axis, the mounting positions of both mounting end portions are the same distance in the radial direction. The width of the joint can be reduced compared to the joint. Therefore, the occurrence of turbulent flow or the like in the joint portion is reduced in the water guide tunnel, and the material for covering the joint portion such as an iron plate can be saved in the road tunnel.
[0032]
In addition, 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 also forms an angle. The construction space around the mounting bolt at the time of construction is sufficiently secured, and as a result, the workability is improved.
[Brief description of the drawings]
FIG. 1 is a partial cross-sectional view of a joint according to an embodiment of the present invention.
FIG. 2 is a side view of a flexible water blocking member.
FIG. 3 is a perspective view of a flexible water blocking member protection member.
4A is a side view of a pressing plate, and FIG. 4B is a perspective view.
FIG. 5 is a partial cross-sectional view of a conventional flexible joint.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Flexible joint 2, 2 'Underdrain 3 Flexible water stop member 4, 5 Frame body 12 Presser plate 13 Anchor bolt 14 Nut 15 Flexible water stop member protection member

Claims (2)

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。A joint interposed between a pair of connected bodies to be connected, which is composed of a short cylindrical flexible member made of rubber, synthetic resin, etc. One bulging portion that bulges to the side and is formed continuously in an S-shaped cross section, and a flexible water-stopping member in which mounting end portions are continuously formed on the outer ends of both bulging portions; A pair of ring-shaped frame bodies fixed to a pair of connected bodies and to which the flexible water-stopping member is attached, and the ring-shaped frame bodies fixed to one side of the pair of connected bodies at an obtuse angle By bending, an inclined surface inclined toward the inside of the joint as viewed from the joint axis is formed on a part of the frame, and the ring-shaped frame fixed to the other side of the pair of connected bodies is obtuse. Inclination that inclines toward the inside of the joint as viewed from the joint axis on a part of the other frame on the inner peripheral side of the inclined surface of the one frame by bending The mounting end of one of the flexible water-stopping members is attached to the inclined surface of the one frame body by a fastening member, and the other mounting end of the flexible water-stopping member is attached to the other A flexible joint, wherein the flexible joint is attached to an inclined surface of a frame by a fastening member. 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。The flexible joint according to claim 1, wherein an inclination angle of each inclined surface with respect to a joint axis is 45 °.
JP2001308577A 2001-10-04 2001-10-04 Flexible joint Expired - Fee Related JP3708859B2 (en)

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JP4567564B2 (en) * 2005-09-27 2010-10-20 西武ポリマ化成株式会社 Underwater waterproof flexible joint
JP6207234B2 (en) * 2013-05-23 2017-10-04 西武ポリマ化成株式会社 External surface reinforcement structure of existing flexible pipe
JP6391293B2 (en) * 2014-05-12 2018-09-19 西武ポリマ化成株式会社 Flexible water-stopping joint for large settlement and seismic reinforcement method for joints using the same
JP6436712B2 (en) * 2014-10-08 2018-12-12 西武ポリマ化成株式会社 Joint material mounting structure

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