JP4718300B2 - Underground flexible joint - Google Patents

Underground flexible joint Download PDF

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JP4718300B2
JP4718300B2 JP2005314237A JP2005314237A JP4718300B2 JP 4718300 B2 JP4718300 B2 JP 4718300B2 JP 2005314237 A JP2005314237 A JP 2005314237A JP 2005314237 A JP2005314237 A JP 2005314237A JP 4718300 B2 JP4718300 B2 JP 4718300B2
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flexible joint
joint
culvert
flexible
pair
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JP2007120155A (en
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吉則 浅沼
成夫 下澤
敬士 小沼
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西武ポリマ化成株式会社
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Description

この発明は、暗渠の可撓継手に関し、洞道、上下水道、地下鉄、共同溝等の暗渠の接続に用いる可撓継手で、暗渠の形状が円形断面と矩形断面の組み合わせなどの場合でも簡単に設置位置決めすることができる可撓継手で、特にシールド管路とこれに接続する接続人孔の接続に好適なものである。   The present invention relates to a flexible joint for a culvert, and is a flexible joint used for connecting a culvert such as a cave, water supply and sewerage system, a subway, a common groove, etc. Even if the shape of the culvert is a combination of a circular cross section and a rectangular cross section, etc. It is a flexible joint that can be installed and positioned, and is particularly suitable for the connection between a shield pipe line and a connection hole connected to the shield pipe line.

従来から暗渠の構築方法の1つにシールド掘進法があり、セグメントを組立ながらシールド管路を構築することが行われている。   Conventionally, there is a shield tunneling method as one of the methods for constructing a culvert, and a shield pipe line is constructed while assembling segments.

このシールド掘進法による工事では、管路深さが10数メートルまでは、発進および到達部を鋼矢板などで仮設立坑を設けるようにしており、工事完成後には、仮設立坑にシールド管路に接続する接続人孔を構築することが行われる。   In the construction using this shield digging method, a temporary pit is set up with steel sheet piles at the starting and reaching parts up to a pipe depth of more than 10 meters. After the construction is completed, the temporary pit is connected to the shield pipe. It is done to build a connection hole.

この接続人孔の構築は、例えば図6に示すように、開削された仮設立坑内にシールド管路1までの数メートルの間を、外形が矩形断面でその内側に断面形状が円形の管路を備える現場打設コンクリート構造体2または、シールド掘進で使用したものと同じセグメントを組み立て、このコンクリート構造体2の管路やセグメントを組み立てた管路と接続人孔3とを接続するようにして行われており、管路と接続人孔との間には、耐震性を持たせるため可撓継手を設置するようにしている。   For example, as shown in FIG. 6, the connecting manhole is constructed in a cut-off temporary establishment mine between several meters to the shield pipe 1, a pipe with a circular cross section and a circular cross section inside. Assemble the same segment used in the field-placed concrete structure 2 or shield excavation with the pipe and the connecting pipe 3 of the concrete structure 2 and the connecting manhole 3 In order to provide seismic resistance, a flexible joint is installed between the pipe line and the connecting manhole.

このような立坑用の可撓継手としては、特許文献1に開示されたものがあり、立坑の中間部の水平面間に介装することで、立坑自体に耐震性を付与するようにしている。
特開平8−41921号公報
As such a flexible joint for shafts, there is one disclosed in Patent Document 1, which is provided between the horizontal surfaces of the intermediate part of the shaft, thereby imparting earthquake resistance to the shaft itself.
JP-A-8-41921

ところが、暗渠の管路と接続人孔との間に可撓継手を設置しようとすると、管路が円形であるのに対し、仮設立坑内に設置する現場打設コンクリート構造物は、工事の都合上、矩形断面で行われる場合が多く、通常、可撓継手は、強度上や構造上シールド管路の断面に合せた円形であるため、円形の管路と矩形のコンクリート構造物の間に可撓継手を位置決めして設置することやその後のコンクリート構造体のコンクリートの打設作業が大変であるという問題がある。   However, when trying to install a flexible joint between the conduit of a culvert and a connecting manhole, the pipe is circular, whereas the on-site cast-in concrete structure installed in the temporarily established mine is In most cases, the flexible joint is a round shape that matches the cross section of the shield pipe for strength and structure, so it can be used between the round pipe and the rectangular concrete structure. There is a problem that positioning and installing the flexible joint and subsequent concrete placement work of the concrete structure are difficult.

この発明は、上記従来技術の問題点に鑑みてなされたもので、互いに接続する暗渠の断面形状にかかわらず設置や位置決めが容易にできる暗渠の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 prior art, and an object thereof is to provide a culvert flexible joint that can be easily installed and positioned regardless of the cross-sectional shapes of the culverts connected to each other.

かかる従来技術の課題を解決するこの発明の請求項1記載の暗渠の可撓継手は、外側が矩形断面とされ、その内側の管路が円形断面とされた一対の相対向するコンクリートを打設してなる暗渠間に設けられる可撓継手であって、前記暗渠の端部への固定手段を備える一対の円形環状の取付枠体と、これら一対の取付枠体の外側に設けられて前記暗渠の外形に合わせた矩形状の型枠体と、前記一対の取付枠体間に跨って取り付けられゴム・合成樹脂などの弾性体からなる略短筒状に形成され中間部に伸縮部を備える可撓止水部材と、少なくとも前記取付枠体間および前記型枠体間に矩形の外側形状に合わせた形状で設けられる目地部材とからなることを特徴とするものである。
The flexible joint of the undercarriage according to claim 1 of the present invention that solves the problems of the prior art is provided with a pair of opposing concretes each having a rectangular cross section on the outer side and a circular cross section on the inner pipe line. A flexible joint provided between the culverts, and a pair of circular annular mounting frames provided with fixing means to the end of the culvert, and the culverts provided outside the pair of mounting frames. It is formed in a substantially short cylinder shape made of an elastic body such as rubber / synthetic resin attached between the pair of mounting frame bodies and a rectangular mold body that matches the outer shape of the pair of mounting frame bodies. It consists of a stiffening water member and a joint member provided in a shape that matches at least a rectangular outer shape between the mounting frame bodies and between the mold frame bodies.

この暗渠の可撓継手によれば、外側が矩形断面とされ、その内側の管路が円形断面とされた一対の相対向するコンクリートを打設してなる暗渠間に設けられる可撓継手で、暗渠の端部への固定手段を備える一対の円形環状の取付枠体の外側に暗渠の外形に合わせた矩形状の型枠体を設け、これらの取付枠体間に跨ってゴム・合成樹脂などの弾性体からなる略短筒状に形成され中間部に伸縮部を備える可撓止水部材を取り付け、少なくとも取付枠体間および型枠体間に矩形の外側形状に合わせた形状の目地部材を設けて構成した可撓継手を互いに接続する暗渠の端部に配置してコンクリートを打設することで、暗渠の矩形状の外形に合せた型枠体で簡単に位置決めして円形環状の取付枠体ごと可撓継手を簡単にコンクリートの打設によって設置できるようになる。
According to the flexible joint of this culvert, it is a flexible joint provided between a culvert formed by placing a pair of opposing concretes with a rectangular cross section on the outside and a circular cross section on the inside thereof, A rectangular mold frame that matches the outer shape of the culvert is provided on the outside of the pair of circular annular mounting frames having fixing means for the end of the culvert, and rubber, synthetic resin, etc. straddle between these mounting frames A flexible water-stopping member that is formed in a substantially short cylindrical shape and is provided with an expansion / contraction part at the middle is attached, and a joint member having a shape that matches at least the rectangular outer shape between the attachment frames and between the molds is provided. By placing the flexible joints that are provided and arranged at the ends of the culverts that connect to each other and placing concrete, it is easy to position with a mold body that matches the rectangular external shape of the culverts, and a circular annular mounting frame Flexible joints can be installed easily by placing concrete into the body. Kill as to become.

また、この発明の請求項2記載の暗渠の可撓継手は、請求項1記載の構成に加え、前記型枠体の前記暗渠の外側に位置する部分に位置調整手段を設けて構成してなることを特徴とするものである。
According to a second aspect of the present invention, the flexible joint of the undercarriage is configured by providing a position adjusting means on a portion of the mold body located outside the undercarriage in addition to the structure of the first aspect. It is characterized by this.

この暗渠の可撓継手によれば、前記型枠体の前記暗渠の外側に位置する部分に位置調整手段を設けて構成してあり、暗渠の外側の位置調整手段で、一層簡単に可撓継手の設置位置を調整して取り付けることができるようになる。
According to the flexible joint of the undercarriage, the position adjustment means is provided on the portion of the mold body located outside the undercarriage, and the flexible joint can be more easily achieved by the position adjustment means outside the undercarriage. The installation position can be adjusted and installed.

さらに、この発明の請求項3記載の暗渠の可撓継手は、請求項1または2記載の構成に加え、前記型枠体間に幅止め部材を設けて連結するとともに、吊り金具を設けて吊り降ろし可能に構成してなることを特徴とするものである。   Furthermore, the flexible joint of the undercarriage according to claim 3 of the present invention, in addition to the structure according to claim 1 or 2, is connected by providing a width stop member between the mold bodies, and is provided with a hanging metal fitting. It is configured to be able to be lowered.

この暗渠の可撓継手によれば、前記型枠体間に幅止め部材を設けて連結するとともに、吊り金具を設けて吊り降ろし可能に構成してあり、幅止め部材で連結することで工場などで組み立てたものを吊り金具を介して暗渠の接続部分に吊り降ろすことができ、一層簡単に位置決め設置して取り付けることができ、完成後の撤去も簡単にできるようになる。   According to the flexible joint of the undercarriage, a width stop member is provided and connected between the mold bodies, and a suspension fitting is provided so as to be able to hang down. By connecting with the width stop member, a factory or the like It is possible to suspend the assembly assembled in (1) to the connecting part of the culvert through the hanging metal fittings, and it is possible to more easily position and install it, and to remove it after completion.

この発明の請求項1記載の暗渠の可撓継手によれば、外側が矩形断面とされ、その内側の管路が円形断面とされた一対の相対向するコンクリートを打設してなる暗渠間に設けられる可撓継手で、暗渠の端部への固定手段を備える一対の円形環状の取付枠体の外側に暗渠の外形に合わせた矩形状の型枠体を設け、これらの取付枠体間に跨ってゴム・合成樹脂などの弾性体からなる略短筒状に形成され中間部に伸縮部を備える可撓止水部材を取り付け、少なくとも取付枠体間および型枠体間に矩形の外側形状に合わせた形状の目地部材を設けて構成したので、互いに接続する暗渠の端部に配置してコンクリートを打設することで、暗渠の矩形状の外形に合せた型枠体で簡単に位置決めして円形環状の取付枠体ごと可撓継手を簡単にコンクリートの打設によって設置することができる。 According to the flexible joint of a culvert according to claim 1 of the present invention, between a culvert formed by placing a pair of opposing concretes, the outer side of which has a rectangular cross section and the inner pipe line of which has a circular cross section. The flexible joint provided is provided with a rectangular mold frame that matches the outer shape of the undercarriage on the outside of a pair of circular annular attachment frames provided with fixing means for the end of the undercarriage, and between these attachment frames A flexible water-stopping member that is formed in a substantially short cylinder shape made of an elastic body such as rubber and synthetic resin and that has an expansion / contraction part in the middle is attached to the outer side of the rectangle at least between the mounting frame and between the molds Since the joint members are arranged and configured, they are placed on the ends of the culverts that are connected to each other, and the concrete is placed, so that it can be easily positioned with the formwork that matches the rectangular shape of the culvert. A flexible joint with a circular annular mounting frame can easily be made of concrete. It can be installed by the set.

これにより、型枠体で暗渠の外形に合せた形状にできるとともに、円形環状の取付枠体ごと可撓継手を簡単に位置決めしてコンクリートの打設によって設置することができる。   Thereby, while being able to make it the shape matched with the external shape of the undercarriage with the formwork body, the flexible joint can be easily positioned together with the circular annular mounting frame body and installed by placing concrete.

また、この発明の請求項2記載の暗渠の可撓継手によれば、前記型枠体の前記暗渠の外側に位置する部分に位置調整手段を設けて構成したので、暗渠の外側の位置調整手段で、一層簡単に可撓継手の設置位置を調整して取り付けることができる。
Further, according to the flexible joint of the undercarriage according to claim 2 of the present invention, since the position adjusting means is provided in the portion of the mold body located outside the undercarriage, the position adjusting means outside the undercarriage is provided. Thus, the installation position of the flexible joint can be adjusted and attached more easily.

さらに、この発明の請求項3記載の暗渠の可撓継手によれば、前記型枠体間に幅止め部材を設けて連結するとともに、吊り金具を設けて吊り降ろし可能に構成したので、幅止め部材で連結することで工場などで組み立てた可撓継手を吊り金具を介して現場の暗渠の接続部分に吊り降ろすことができ、一層簡単に位置決め設置して取り付けることができるとともに、完成後に簡単に撤去して可撓性を付与することができる。   Furthermore, according to the flexible joint of the undercarriage according to claim 3 of the present invention, the width stop member is provided and connected between the mold bodies, and the suspension fitting is provided so as to be able to be suspended. By connecting with members, flexible joints assembled at factories and the like can be hung down to the connection part of the culvert through the hanging bracket, and can be positioned and installed more easily, and easily after completion It can be removed to give flexibility.

以下、この発明の実施の形態について図面を参照して詳細に説明する。
図1〜図4は、この発明の暗渠の可撓継手の一実施の形態にかかり、図1は暗渠の概略斜視図、図2は可撓継手の正面図、図3は施工完了状態の断面図、図4は可撓止水部材の正面図、止水部材の押え板の正面図および可撓継手の吊り降ろし状態の断面図である。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 to 4 relate to an embodiment of a flexible joint of a culvert of the present invention, FIG. 1 is a schematic perspective view of the culvert, FIG. 2 is a front view of the flexible joint, and FIG. FIG. 4 is a front view of the flexible water-stopping member, a front view of the presser plate of the water-stopping member, and a cross-sectional view of the flexible joint in a suspended state.

この暗渠の可撓継手(以下、単に可撓継手とする。)10は、例えば図1に示すように、シールド掘進工事における発進および到達部に設けた鋼矢板などで形成した仮設立坑に、工事完成後に水平部の断面形状が矩形で垂直部の断面形状が円形の接続人孔を構築する場合に、開削された仮設立坑内にシールド管路1までの数メートルの間に、外形が矩形断面でその内側に断面形状が円形の管路を備える現場打設コンクリート構造体2または、シールド掘進で使用したものと同じセグメントを組み立て、このコンクリート構造体2の管路やセグメントを組み立てた管路と接続人孔3との間に設けて耐震性を確保するのに用いられ、この可撓継手10の施工部分は、前後の矩形断面部分と同一の矩形断面となる。   This undercarriage flexible joint (hereinafter simply referred to as a flexible joint) 10 is constructed in a temporary pit formed by a steel sheet pile or the like provided at the starting and reaching part in shield excavation work, for example, as shown in FIG. When building a connecting hole with a horizontal cross section of a rectangular shape and a vertical cross section of a circular shape after completion, the outer shape is a rectangular cross section within a few meters to the shield conduit 1 in the excavated temporary pit. Assembling the same cast-in-place concrete structure 2 with a circular cross-section inside, or the same segment used in shield digging, It is provided between the connecting hole 3 and used to ensure earthquake resistance. The construction portion of the flexible joint 10 has the same rectangular cross section as the front and rear rectangular cross sections.

この可撓継手10は、例えばコンクリート構造物2および接続人孔3で構成される相対向する暗渠11の目地部分12の端面13に配置される環状で板状の取付枠体14を一対備えており、これらの取付枠体14には、暗渠11を構成するそれぞれ打設されるコンクリートに埋設固定されるL字状のアンカー部材15が溶接等で円周等間隔に複数本(図示例では36本)取り付けてある。   The flexible joint 10 includes a pair of annular and plate-like mounting frames 14 disposed on the end surfaces 13 of the joint portions 12 of the opposite culverts 11 constituted by the concrete structure 2 and the connecting person holes 3, for example. These mounting frame bodies 14 have a plurality of L-shaped anchor members 15 embedded and fixed in the concrete to be placed in the undercarriage 11 (36 in the illustrated example) at equal circumferential intervals by welding or the like. Book) is attached.

この環状で板状の取付枠体14は、図2に示すように、暗渠11の管路16の横断面形状および可撓止水部材21の形状に対応した円形状としてある。   As shown in FIG. 2, the annular and plate-like attachment frame body 14 has a circular shape corresponding to the cross-sectional shape of the conduit 16 of the underdrain 11 and the shape of the flexible water blocking member 21.

そして、この円形環状の取付枠体14の外周には、図2に示すように、取付枠体14の外径より小さい円形の孔が形成されるとともに、外形が矩形とされた板状の型枠体17が溶接等で取り付けられ、型枠体17の矩形の上下の目地側にアングル材等で構成した横補強材18が溶接等で取り付けてある。   As shown in FIG. 2, a circular hole smaller than the outer diameter of the mounting frame body 14 is formed on the outer periphery of the circular annular mounting frame body 14, and the outer shape of the plate-shaped mold is rectangular. The frame body 17 is attached by welding or the like, and the lateral reinforcing material 18 made of an angle material or the like is attached to the rectangular upper and lower joint sides of the mold body 17 by welding or the like.

また、型枠体17の矩形の左右の暗渠側には、アングル材等で構成した縦補強材19が溶接等で取り付けられ、この縦補強材19の暗渠11の外側となる部分に位置調整機構20を構成するレベル調整ブラケット20aがボルト20bで取り付けられ、このレベル調整ブラケット20aにねじジャッキ20cが取り付けられてねじの伸縮で型枠体17のレベルを調整して、可撓継手10の設置位置の調整ができるようになっている。   A vertical reinforcing member 19 made of an angle member or the like is attached to the left and right undersides of the rectangular form 17 by welding or the like, and a position adjusting mechanism is provided on a portion of the vertical reinforcing member 19 that is outside the underside 11. The level adjustment bracket 20a constituting the base 20 is attached with a bolt 20b, and a screw jack 20c is attached to the level adjustment bracket 20a to adjust the level of the mold body 17 by the expansion and contraction of the screw. Can be adjusted.

なお、この位置調整機構20は、可撓継手10を設置し、コンクリート打設後、ボルト20bにより型枠体17から取り外し、再利用される。   In addition, this position adjustment mechanism 20 installs the flexible joint 10, removes from the formwork body 17 with the volt | bolt 20b after concrete placement, and is reused.

また、この可撓継手10には、対向する取付枠体14の内側の目地部分12に略短筒状の可撓止水部材21が取り付けてある。   Further, the flexible joint 10 has a substantially short tubular flexible water-stopping member 21 attached to a joint portion 12 inside the mounting frame 14 facing the flexible joint 10.

この可撓止水部材21は、図4(a)に示すように、ゴムや合成樹脂などの弾性体で略短筒状に形成され、中間部に内周側に断面U字状に形成された伸縮部21aを備えるとともに、この伸縮部21aの両側に円筒部21bを介して円筒部21bと直交し暗渠11の端面13と平行で密着性を増大する2条の突状が形成されたフランジ部21cを備えて一体に形成され、内部に補強用の補強布21dが入れてある。
As shown in FIG. 4 (a) , the flexible water blocking member 21 is formed in a substantially short cylindrical shape by an elastic body such as rubber or synthetic resin, and is formed in a U-shaped cross section on the inner peripheral side at the intermediate portion. A flange having a plurality of projecting portions 21a that are perpendicular to the cylindrical portion 21b through the cylindrical portion 21b and are parallel to the end surface 13 of the undercarriage 11 and increase adhesion, on both sides of the expanding and contracting portion 21a. It is formed integrally with a portion 21c, and a reinforcing cloth 21d for reinforcement is placed inside.

そして、可撓止水部材21の両端部のフランジ部21cの外側面がそれぞれ取付枠体14に当てられ、止水部材押え板22を介して取付枠体14にボルト・ナット23で締め付けてある。   The outer surfaces of the flange portions 21 c at both ends of the flexible water-stopping member 21 are respectively applied to the mounting frame body 14, and are fastened to the mounting frame body 14 with bolts and nuts 23 via the water-stopping member pressing plate 22. .

この止水部材押え板22には、可撓止水部材21を位置決めしながら固定する取付枠体14と平行に配置される円弧板状のフランジ部用固定部22aを備え、その一端部にフランジ部用固定部22aと垂直で円弧板状の円筒部用支持部22bが設けられ、他端部には、取付枠体14の内側表面に当てることで締め代を調整する当て板部22cが突き出すように設けてあり、円周方向に複数に分割したものを複数個使用して取付枠体14を固定する複数本のボルト・ナット23ごとに一つずつ使用して可撓止水部材21を圧着固定するようにしてある。 The water stop member presser plate 22 includes an arc plate-like flange fixing portion 22a arranged in parallel with the mounting frame 14 for fixing the flexible water stop member 21 while positioning the flange member at one end thereof. An arc plate-like cylindrical portion support portion 22b that is perpendicular to the portion fixing portion 22a is provided, and a contact plate portion 22c that adjusts the tightening margin by being applied to the inner surface of the mounting frame 14 protrudes from the other end portion. The flexible water-stopping member 21 is used for each of a plurality of bolts and nuts 23 for fixing the mounting frame 14 using a plurality of parts divided into a plurality in the circumferential direction. Crimp and fix.

さらに、この可撓継手10では、可撓止水部材21の内周側の目地部分12をシールするため、ボルト・ナット23の間に第1目地材24が配置されるとともに、その内周の取付枠体14の間に第2目地材25が配置され、取付枠体14に溶接等で取り付けた目地材支持金具固定板26を介してボルト・ナット27で取り付けたL字状の目地材支持金具28で第2目地材25の内周側を支持するようにしてあり、目地材支持金具28の間に暗渠11の端面13間に介装される第3目地材29を挟むようにして支持できるようにしてある。   Furthermore, in this flexible joint 10, in order to seal the joint portion 12 on the inner peripheral side of the flexible water-stopping member 21, a first joint member 24 is disposed between the bolt and nut 23, and the inner peripheral portion A second joint material 25 is disposed between the mounting frames 14, and an L-shaped joint material support attached with bolts / nuts 27 via joint material support bracket fixing plates 26 attached to the mounting frame 14 by welding or the like. The inner peripheral side of the second joint material 25 is supported by the metal fitting 28, and the third joint material 29 interposed between the end faces 13 of the undercarriage 11 is sandwiched between the joint material support metal fittings 28 so as to be supported. It is.

これら第1〜第3目地材24,25,29は、例えば発泡ゴムで構成され、地震などの変位を吸収して止水するとともに、打設されるコンクリートの浸入を防止することができるようにしてある。   These first to third joint materials 24, 25, and 29 are made of foamed rubber, for example, so as to absorb a displacement such as an earthquake and stop water, and to prevent intrusion of concrete to be placed. It is.

また、この可撓継手10では、可撓止水部材21の外周側の目地部分12をシールするため、取付枠体14間に第4目地材30が配置されて、その外周に設けられて取付枠体14に溶接等で取り付けられるスキンプレート31で押えられるとともに、これらスキンプレート31の外周側で型枠体17の間に第5目地材32が配置してある。   Moreover, in this flexible joint 10, in order to seal the joint part 12 of the outer periphery side of the flexible water-stopping member 21, the 4th joint material 30 is arrange | positioned between the attachment frame bodies 14, and it is provided in the outer periphery and attached. While being pressed by a skin plate 31 attached to the frame body 14 by welding or the like, a fifth joint material 32 is disposed between the mold frame bodies 17 on the outer peripheral side of the skin plate 31.

これら第4目地材30および第5目地材32は、例えば発泡ゴムで構成されたものが用いられる。   As the fourth joint material 30 and the fifth joint material 32, for example, those made of foamed rubber are used.

したがって、この可撓継手10では、一対の暗渠11の対向する目地部分12に第1〜第5目地材が配置充填されることで塞がれてシールするようになっている。   Therefore, in the flexible joint 10, the joint portions 12 of the pair of undercuts 11 facing each other are filled and filled with the first to fifth joint materials so as to be sealed.

また、この可撓継手10の打設されるコンクリートと接する型枠体17の外側の暗渠11側には、水膨張ゴム等で構成した止水材33が取り付けられ、目地部分12の外側をシールして止水するようにしてある。   Further, a waterproofing material 33 made of water-expandable rubber or the like is attached to the outer side of the formwork 17 in contact with the concrete on which the flexible joint 10 is placed, and the outside of the joint portion 12 is sealed. And stop the water.

このように構成した可撓継手10は、予め工場で組み立てて一対の暗渠11の目地部分12の端面13に配置するが、この場合には、吊り降ろしや設置作業を容易にするため、図4(c)に示すように、一対の型枠体17同士を連結する幅止め部材34が横補強材18および縦補強材19の間に複数取り付けられるとともに、上辺部分に吊り金具35が取り付けられて、吊下げることができるようにしてある。   The flexible joint 10 configured as described above is assembled in advance in a factory and disposed on the end surface 13 of the joint portion 12 of the pair of undercarriages 11. In this case, in order to facilitate the suspension and installation work, FIG. As shown in (c), a plurality of width stop members 34 for connecting the pair of mold bodies 17 are attached between the horizontal reinforcing member 18 and the vertical reinforcing member 19, and a hanging metal fitting 35 is attached to the upper side portion. It can be hung.

これにより、完成後には、外側に位置する幅止め部材34および吊り金具35を簡単に撤去することができ、可撓性を付与することができる。
そして、このような可撓継手10の施工に際しては、吊り金具35を利用して暗渠11間の所定の位置に吊り降ろし、位置調整機構20のねじジャッキ20cのねじを調整してレベル調整を行うことで、可撓継手10の位置決めが行われる。
Thereby, after completion, the width stop member 34 and the hanging metal fitting 35 located outside can be easily removed, and flexibility can be imparted.
And when constructing such a flexible joint 10, the level is adjusted by hanging down to a predetermined position between the culverts 11 using the hanging fitting 35 and adjusting the screw of the screw jack 20 c of the position adjusting mechanism 20. Thereby, positioning of the flexible joint 10 is performed.

さらに、可撓継手10の目地部分12の最も内側の第5目地材32の内周側に管路を構築する管路用型枠36を配置するとともに、コンクリート構造体2の端面や接続人孔3の端面となる図示しない端面型枠をそれぞれ配置してコンクリートを打設する。   Further, a pipe formwork 36 for constructing a pipe line is arranged on the inner peripheral side of the innermost fifth joint material 32 of the joint part 12 of the flexible joint 10, and the end face of the concrete structure 2 and the connecting human hole are arranged. The end face molds (not shown) serving as the end faces 3 are respectively placed and concrete is placed.

コンクリートの養生後、吊り金具35および幅止め部材34を撤去するとともに、位置調整機構20を撤去する。   After the concrete is cured, the suspension fitting 35 and the width stop member 34 are removed, and the position adjusting mechanism 20 is removed.

これにより、暗渠11間に予め組み立てた可撓継手10を設置して円形の可撓止水部材21で止水することができるとともに、外形を型枠体17によって矩形に形成することができる。   Thereby, the flexible joint 10 assembled in advance between the underdrains 11 can be installed and water can be stopped by the circular flexible water-stopping member 21, and the outer shape can be formed into a rectangle by the mold body 17.

したがって、構造上、強度上、シールド管路の断面形状に合わせて円形とされた可撓止水部材21を用いて、現場打設コンクリート構造体の矩形断面の接続人孔を、可撓継手10を用いることで、現場で簡単に設置位置決め作業を行った後、コンクリートを打設して構築することができる。   Therefore, using the flexible water-stopping member 21 having a circular shape in accordance with the cross-sectional shape of the shield pipe in terms of structure and strength, the connecting joint hole of the rectangular cross-section of the on-site cast concrete structure is formed into the flexible joint 10. By using, after performing installation and positioning work on site, concrete can be placed and constructed.

また、完成後、外側に位置する吊り金具35や幅止め部材34の撤去が簡単にできるとともに、位置調整機構20も簡単に撤去することができる。   In addition, after completion, the hanging bracket 35 and the width stop member 34 positioned on the outside can be easily removed, and the position adjusting mechanism 20 can also be easily removed.

なお、上記実施の形態では、可撓継手10の両側の暗渠11をいずれもコンクリート構造物で構成する場合を例に説明したが、例えば図5(a)に示すように、一方がコンクリート構造物で、他方がセグメント40で構成される場合には、取付枠体14を固定する固定手段をアンカー部材15に代え、セグメント40との連結用のセグメント連結部材41を取付枠体14に一体に設け、ボルト42で連結したり、ボルト固定用孔を形成してボルト・ナットで連結するようにしても良く、両方がセグメント40で構成される場合には、図5(b)に示すように、両方の取付枠体14にセグメント連結部材41を取り付けるようにすれば良い。   In the above-described embodiment, the case where the underdrains 11 on both sides of the flexible joint 10 are all made of a concrete structure has been described as an example. For example, as shown in FIG. When the other is constituted by the segment 40, the fixing means for fixing the attachment frame body 14 is replaced with the anchor member 15, and the segment connection member 41 for connection with the segment 40 is provided integrally with the attachment frame body 14. In this case, the bolts 42 may be connected together, or bolt fixing holes may be formed and connected by bolts and nuts. When both are constituted by segments 40, as shown in FIG. The segment connecting member 41 may be attached to both the attachment frames 14.

なお、上記実施の形態では、シールド管路と接続人孔との接続部分に適用する場合を例に説明したが、これに限らず円形の可撓止水部材を用いて外形を矩形に形成して暗渠同士を接続する場合に広く適用することができる。   In the above embodiment, the case of applying to the connection portion between the shield pipe line and the connection person hole has been described as an example. However, the present invention is not limited to this, and the outer shape is formed in a rectangular shape using a circular flexible water-stopping member. Thus, it can be widely applied when connecting underdrains.

この発明の暗渠の可撓継手の一実施の形態にかかる暗渠の概略斜視図である。1 is a schematic perspective view of a culvert according to an embodiment of a flexible joint of a culvert of the present invention. この発明の暗渠の可撓継手の一実施の形態にかかる可撓継手の正面図である。It is a front view of the flexible joint concerning one embodiment of the flexible joint of the underdrain of this invention. この発明の暗渠の可撓継手の一実施の形態にかかる施工完了状態の断面図である。It is sectional drawing of the construction completion state concerning one Embodiment of the flexible joint of the undercarriage of this invention. この発明の暗渠の可撓継手の一実施の形態に可撓止水部材の正面図、止水部材の押え板の正面図および可撓継手の吊り降ろし状態の断面図である。1 is a front view of a flexible water-stopping member, a front view of a presser plate of the water-stopping member, and a sectional view of a flexible joint in a suspended state according to an embodiment of a flexible joint of a culvert of the present invention. この発明の暗渠の可撓継手のそれぞれ他の一実施の形態にかかる施工完了状態の断面図である。It is sectional drawing of the construction completion state concerning one each other embodiment of the flexible joint of the undercarriage of this invention. 従来の暗渠の可撓継手を備えた暗渠の概略斜視図である。It is a schematic perspective view of a culvert with a conventional culvert flexible joint.

符号の説明Explanation of symbols

10 暗渠の可撓継手
11 暗渠
12 目地部分
13 端面
14 取付枠体
15 アンカー部材
16 管路
17 型枠体
18 横補強部材
19 縦補強部材
20 位置調整機構
20a レベル調整ブラケット
20b ボルト
20c ねじジャッキ
21 可撓止水部材
21a 伸縮部
21b 円筒部
21c フランジ部
21d 補強布
22 止水部材押え板
22a フランジ部用固定部
22b 円筒部用支持部
22c 当て板部
23 ボルト・ナット
24 第1目地材
25 第2目地材
26 目地材支持金具固定板
27 ボルト・ナット
28 目地材支持金具
29 第3目地材
30 第4目地材
31 スキンプレート
32 第5目地材
33 止水材
34 幅止め部材
35 吊り金具
36 管路用型枠
40 セグメント
41 セグメント連結部材
42 ボルト

DESCRIPTION OF SYMBOLS 10 Undercarriage flexible joint 11 Undercarriage 12 Joint part 13 End surface 14 Mounting frame 15 Anchor member 16 Pipe line 17 Mold frame 18 Lateral reinforcement member 19 Vertical reinforcement member 20 Position adjustment mechanism 20a Level adjustment bracket 20b Bolt 20c Screw jack 21 Possible Stiffening water member 21a Expansion / contraction part 21b Cylindrical part 21c Flange part 21d Reinforcement cloth 22 Waterproofing member pressing plate 22a Flange part fixing part 22b Cylindrical part support part 22c Stopping plate part 23 Bolt / nut 24 First joint material 25 Second Joint material 26 Joint material support bracket fixing plate 27 Bolt / nut 28 Joint material support bracket 29 Third joint material 30 Fourth joint material 31 Skin plate 32 Fifth joint material 33 Water stop material 34 Width stop member 35 Suspension bracket 36 Pipe line Formwork 40 Segment 41 Segment connecting member 42 Bolt

Claims (3)

外側が矩形断面とされ、その内側の管路が円形断面とされた一対の相対向するコンクリートを打設してなる暗渠間に設けられる可撓継手であって、
前記暗渠の端部への固定手段を備える一対の円形環状の取付枠体と、
これら一対の取付枠体の外側に設けられて前記暗渠の外形に合わせた矩形状の型枠体と、
前記一対の取付枠体間に跨って取り付けられゴム・合成樹脂などの弾性体からなる略短筒状に形成され中間部に伸縮部を備える可撓止水部材と、
少なくとも前記取付枠体間および前記型枠体間に矩形の外側形状に合わせた形状で設けられる目地部材とからなることを特徴とする暗渠の可撓継手。
A flexible joint provided between a culvert formed by placing a pair of opposing concretes having a rectangular cross section on the outside and a circular cross section on the inside thereof,
A pair of circular annular mounting frames comprising means for fixing to the end of the culvert;
A rectangular formwork body that is provided outside the pair of mounting frame bodies and that matches the outer shape of the underdrain,
A flexible water-stopping member that is mounted across the pair of mounting frame bodies and is formed in a substantially short cylindrical shape made of an elastic body such as rubber or synthetic resin, and has an expansion / contraction part in the middle part;
A flexible joint of a culvert comprising at least a joint member provided in a shape matching a rectangular outer shape between the mounting frame bodies and between the mold frame bodies.
前記型枠体の前記暗渠の外側に位置する部分に位置調整手段を設けて構成してなることを特徴とする請求項1記載の暗渠の可撓継手。   The flexible joint for a culvert according to claim 1, wherein a position adjusting means is provided in a portion of the mold body located outside the culvert. 前記型枠体間に幅止め部材を設けて連結するとともに、吊り金具を設けて吊り降ろし可能に構成してなることを特徴とする請求項1または2記載の暗渠の可撓継手。
The flexible joint for a culvert according to claim 1 or 2, wherein a width stop member is provided and connected between the mold bodies, and a hanging metal fitting is provided so as to be able to be suspended.
JP2005314237A 2005-10-28 2005-10-28 Underground flexible joint Active JP4718300B2 (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57193637A (en) * 1981-05-26 1982-11-29 Seibu Polymer Kasei Kk Joint of culvert
JPS58101942A (en) * 1981-11-10 1983-06-17 西武ポリマ化成株式会社 Joint for culvert
JPS60156834A (en) * 1984-01-24 1985-08-17 西武ポリマ化成株式會社 Joint of culvert
JPS6145192A (en) * 1985-03-11 1986-03-05 西武ポリマ化成株式会社 Joint for culvert
JPH08239890A (en) * 1995-03-02 1996-09-17 Seibu Polymer Corp Joint for culvert
JP2003097194A (en) * 2001-09-25 2003-04-03 Seibu Polymer Corp Joint of closed conduit

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57193637A (en) * 1981-05-26 1982-11-29 Seibu Polymer Kasei Kk Joint of culvert
JPS58101942A (en) * 1981-11-10 1983-06-17 西武ポリマ化成株式会社 Joint for culvert
JPS60156834A (en) * 1984-01-24 1985-08-17 西武ポリマ化成株式會社 Joint of culvert
JPS6145192A (en) * 1985-03-11 1986-03-05 西武ポリマ化成株式会社 Joint for culvert
JPH08239890A (en) * 1995-03-02 1996-09-17 Seibu Polymer Corp Joint for culvert
JP2003097194A (en) * 2001-09-25 2003-04-03 Seibu Polymer Corp Joint of closed conduit

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