JP4037818B2 - Secondary lining omission type culvert joint - Google Patents

Secondary lining omission type culvert joint Download PDF

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JP4037818B2
JP4037818B2 JP2003355984A JP2003355984A JP4037818B2 JP 4037818 B2 JP4037818 B2 JP 4037818B2 JP 2003355984 A JP2003355984 A JP 2003355984A JP 2003355984 A JP2003355984 A JP 2003355984A JP 4037818 B2 JP4037818 B2 JP 4037818B2
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joint
inner peripheral
culvert
cover member
plate
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JP2005120665A (en
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義信 鈴木
僚二 川端
学 柴田
範和 坪内
吉則 浅沼
敬士 小沼
成夫 下澤
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Kajima Corp
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Description

本発明は、上下水道、共同溝、洞道等の暗渠の接続に用いる可撓継手に関し、特にコンクリート二次覆工を省略したシールド管路に用いられる継手に関する。   The present invention relates to a flexible joint used for connection of underdrains such as water and sewage systems, common grooves, and caverns, and more particularly to a joint used for a shielded pipeline that omits a secondary concrete lining.

シールド工法によって施工されるシールド管路の可撓継手として、接続される暗渠である一般セグメントの対向する端面にそれぞれ固定された暗渠周方向に連続する1対の継手枠体間に、可撓性を有する可撓止水部材としての止水ゴムが周方向に連続して水密的に架設され、この止水ゴムの変形によって接続される暗渠の相対変位を許容するものがある。   As a flexible joint of the shield pipe line constructed by the shield method, flexibility is provided between a pair of joint frames continuous in the circumferential direction of the culvert fixed to the opposing end surfaces of the general segments to be connected. There is a structure in which a water-stopping rubber as a flexible water-stopping member is continuously and watertightly installed in the circumferential direction, and allows relative displacement of a culvert connected by deformation of the water-stopping rubber.

ところで、暗渠及びこのような継手の内周には通常止水と鋼材の腐食防止のために二次覆工コンクリートが打設されるが、近時、コスト低減のために二次覆工コンクリートを省略したシールド管路が増加傾向にある。   By the way, secondary lining concrete is usually placed on the inner circumference of underdrains and such joints to prevent water stoppage and corrosion of steel materials. Omitted shield pipes tend to increase.

このような二次覆工省略型シールド管路を、導水トンネルや雨水用下水トンネル等の水を通す暗渠に採用する場合、その継手には二次覆工コンクリートにかわる止水性と耐蝕性を備えた構成とする必要がある。そのようなものとして特許文献1に開示のごときものがある。   When such a secondary lining omission type shield pipe is adopted in a culvert that allows water to pass through, such as a diversion tunnel or rainwater sewage tunnel, the joint has water-stopping and corrosion resistance instead of the secondary lining concrete. It is necessary to have a configuration. As such a thing, there exists a thing like the indication to patent document 1. FIG.

これは、断面図である図7に示すように、接続される暗渠71,71′の対向する端面にそれぞれ固定された暗渠周方向に連続する1対の継手枠72,72′の間に、それぞれ可撓性を有する外周側可撓止水部材73Aと内周側可撓止水部材73Bの二重の可撓止水部材73が周方向に連続して水密的に架設されると共に、内周側可撓止水部材73Bの内周側に短筒状の内周面カバーゴム74が暗渠71,71′の内周面とほぼ同一面を形成してその取付端部が各継手枠72,72′の内主桁72A,72A′に装着されているものである。継手枠72,72′と暗渠71,71′の間及び周方向に分割された継手枠71,71′の分割ピースの間には、図示しないが内外二重にシール材が分割ピースを巻くように配設されてこのシール材の端部が可撓止水部材73A,73Bの取付端部に圧着しており、これによって内外水圧に対して高い止水性を得ている。継手枠72,72′の内部には、中詰めコンクリート74,74′がその内周面を暗渠71,71′の内周面と連続するように充填打設されている。
特許公開2003−184491号公報
As shown in FIG. 7 which is a cross-sectional view, this is between a pair of joint frames 72 and 72 ′ that are connected to opposite end surfaces of the connected culverts 71 and 71 ′ and that are continuously connected in the circumferential direction of the culvert. A double flexible water stop member 73 having a flexible outer peripheral side water stop member 73A and an inner peripheral side flexible water stop member 73B is constructed in a watertight manner continuously in the circumferential direction. A short cylindrical inner peripheral surface cover rubber 74 forms substantially the same surface as the inner peripheral surface of the underdrains 71 and 71 ′ on the inner peripheral side of the peripheral side flexible water-stopping member 73 </ b> B, and the attachment end portion of each joint frame 72 , 72 'are mounted on the inner main beams 72A, 72A'. Between the joint frames 72, 72 'and the underdrains 71, 71' and between the divided pieces of the joint frames 71, 71 'divided in the circumferential direction, although not shown, the sealing material wraps the divided pieces in an inner and outer double. The end portion of the sealing material is pressure-bonded to the attachment end portions of the flexible water-stop members 73A and 73B, thereby obtaining a high water-stop performance against the internal and external water pressure. Inside the joint frames 72 and 72 ′, filling concrete 74 and 74 ′ is filled and placed so that the inner peripheral surface thereof is continuous with the inner peripheral surfaces of the underdrains 71 and 71 ′.
Japanese Patent Publication No. 2003-184491

しかしながら、上記のごとき構成の継手では、継手枠体の内部に充填された中詰めコンクリートが暗渠の内側に露出しているため、供用後に水流による摩耗や水の侵入の虞があった。また、その中詰めコンクリートの打設作業は内周面に沿って型枠を配設して行う必要があり、その型枠の設置・撤去に手間がかかって施工コストを要するという問題があった。   However, in the joint having the above-described configuration, the inside-filled concrete filled in the joint frame is exposed to the inside of the culvert, so there is a risk of wear due to water flow or water intrusion after use. In addition, it is necessary to place the formwork along the inner peripheral surface for placing concrete-filled concrete, and there is a problem that installation and removal of the formwork takes time and construction costs are required. .

本発明は、上記問題に鑑みてなされたものであって、継手枠体の内部に充填した中詰め材の摩耗や当該部位からの水の侵入を防ぐことができると共に、中詰め材の施工作業性が良い二次覆工省略型暗渠の継手を提供することを目的とする。   The present invention has been made in view of the above problems, and can prevent wear of the filling material filled in the joint frame body and intrusion of water from the part, and work for filling the filling material It is an object of the present invention to provide a secondary lining omission type culvert joint with good properties.

上記目的を達成する請求項1に係る発明の二次覆工省略型暗渠の継手は、接続される暗渠の対向する端面にそれぞれ固定された暗渠周方向に連続する1対の継手枠体間に、内外二重に配設された可撓止水部材が周方向に連続して水密的に架設され、該可撓止水部材の変形によって該接続される暗渠の相対変位を許容する継手において、
弾性素材によって形成された内周カバー部材が、前記接続暗渠の内周面と略同一面で前記継手の内周を覆って設けられて構成されており、上記継手枠体は、上記暗渠の外周と略同一外径で周方向に連続する外面板と、該外面板の外端部に当該継手の軸方向と直交して設けられた周方向に連続する板状の外主桁部材と、前記外面板の内端部に当該継手の軸方向と直交して設けられた周方向に連続する板状の内主桁部材と、前記外主桁と内主桁の間に板面を当該継手の軸方向として配設された縦リブ部材と、を備え、前記外主桁部材で前記暗渠に結合され、上記可撓止水部材は、上記暗渠にそれぞれ装着された前記両継手枠体の対向する前記内主桁の間に架設配設され、上記内周カバー部材は、その両側端がそれぞれ前記両継手枠体の前記外主桁と内主桁の間の内周側を閉塞して前記縦リブ部材に固定されて設けられており、上記内周カバー部材は、その内周側から貫通して上記縦リブ部材に設けられた締着メネジ部材に螺合する締着ボルトによって周方向に連続する押さえ板部材を介して上記縦リブ部材に装着されており、前記内周カバー部材には、前記押さえ板部材と締着ボルトの頭部を収容する収容凹溝が形成され、該収容凹溝はコーキング材の充填によって平坦化されており、前記内周カバー部材は、前記可撓止水部材の中の内側可撓止水部材、前記押え板部材および前記内周カバー部材の前記枠体への装着後に前記枠体内に充填される中詰め材によって内面平滑性を保持しつつ伸縮自在に支持されることを特徴とする。
The joint of the second lining omission type culvert of the invention according to claim 1 that achieves the above object is provided between a pair of joint frame bodies that are continuous to the circumferential direction of the culvert fixed to the opposite end faces of the culvert to be connected. In the joint in which the flexible waterproofing members arranged in the inner and outer doubles are continuously watertightly constructed in the circumferential direction, and the relative displacement of the culvert connected by the deformation of the flexible waterproofing member is allowed.
An inner peripheral cover member formed of an elastic material is provided so as to cover the inner periphery of the joint on substantially the same surface as the inner peripheral surface of the connection culvert, and the joint frame body has an outer periphery of the culvert An outer surface plate that is substantially the same outer diameter in the circumferential direction, and a plate-like outer main girder member that is continuous in the circumferential direction provided at an outer end portion of the outer surface plate orthogonal to the axial direction of the joint, A plate-like inner main girder member continuous in the circumferential direction provided orthogonal to the axial direction of the joint at the inner end of the outer plate, and a plate surface between the outer main girder and the inner main girder. A longitudinal rib member disposed as an axial direction, and is coupled to the undercarriage by the outer main girder member, and the flexible water stop members are opposed to the joint frames respectively mounted in the undercarriage. The inner peripheral cover member is installed between the inner main girders, and both end portions of the inner peripheral cover member are the outer main girders of the joint frames. The inner peripheral side between the inner main girders is closed and fixed to the vertical rib member, and the inner peripheral cover member penetrates from the inner peripheral side and is fastened to the vertical rib member. It is attached to the vertical rib member via a pressing plate member that is continuous in the circumferential direction by a fastening bolt that is screwed into the female screw member, and the inner peripheral cover member has a head of the pressing plate member and the fastening bolt. A housing groove is formed, the housing groove is flattened by filling with a caulking material, and the inner peripheral cover member is an inner flexible water blocking member in the flexible water blocking member, The presser plate member and the inner peripheral cover member are supported so as to expand and contract while maintaining inner surface smoothness by a filling material filled in the frame body after being mounted on the frame body .

また、請求項に係る発明の二次覆工省略型暗渠の継手は、上記内周カバー部材は、上記継手枠体への装着部位が補強布によって補強されていることを特徴とする。 According to a second aspect of the present invention, the inner cover member is reinforced with a reinforcing cloth at a site where the inner cover member is attached to the joint frame.

また、請求項に係る発明の二次覆工省略型暗渠の継手は、上記内周カバー部材には、当該内周カバー部材の上記継手枠体への装着後に前記継手枠体内に中詰め材を充填施工する注入孔が設けられていることを特徴とする。 According to a third aspect of the present invention, there is provided a joint of the secondary lining omission type undercarriage, wherein the inner peripheral cover member has a filling material in the joint frame body after the inner peripheral cover member is mounted on the joint frame body. An injection hole for filling and filling is provided.

請求項1に係る発明によれば、内周カバー部材が暗渠の内面と略同一面で継手の内周面を覆って設けられているため、水を通す場合でも流水抵抗がなく、継手枠に直接水流が当たることがないので中詰めコンクリート等の摩耗や当該部位からの水の侵入を防ぐことができる。   According to the first aspect of the present invention, since the inner cover member is provided so as to cover the inner peripheral surface of the joint with substantially the same surface as the inner surface of the culvert, there is no resistance to flowing water even when water is passed, Since it is not directly exposed to water flow, it is possible to prevent wear of filling concrete or the like and water intrusion from the part.

た、内周カバー部材が縦リブ部材に固定されていることにより、内周カバー部材で継手の内周面を覆って装着でき、水を通す場合でも流水抵抗がなく、継手枠に直接水流が当たることがないので中詰めコンクリートの摩耗や当該部位からの水の侵入を防ぐことができる。 Also, by the inner circumferential cover member is fixed to the vertical rib member, can be mounted over the inner peripheral surface of the joint inner circumferential cover member, there is no water flow resistance even when passing water directly flow to the joint frame Since it does not hit, it is possible to prevent wear of the filling concrete and intrusion of water from the part.

に、内周カバー部材の内周面を平滑に構成でき、流水抵抗を少なくできると共に、ゴミ等の引っ掛かりを防ぐことができる。 Further, the can be configured on the inner circumferential surface of the inner peripheral cover member smoothly, it is possible to reduce the water flow resistance, it is possible to prevent snagging dust.

また、請求項に係る発明によれば、内周カバー部材の継手枠体への装着部位が補強布によって補強されているために暗渠の相対変位時においても装着部位は変形せず、暗渠の内面との連続性を保つことができる。 According to the second aspect of the present invention, since the mounting portion of the inner peripheral cover member to the joint frame is reinforced by the reinforcing cloth, the mounting portion is not deformed even during relative displacement of the culvert. Continuity with the inner surface can be maintained.

また、請求項に係る発明によれば、内周カバー部材を装着した後にモルタル等を注入孔を介して注入しての中詰めコンクリート等の中詰め材を形成することができる。その際、内周カバー部材は型枠として機能するため、型枠の設置・撤去といった作業が不要となり、極めて施工作業性が良く、施工コストも低減できる。 According to the third aspect of the present invention, after the inner peripheral cover member is attached, mortar or the like can be injected through the injection hole to form an intermediate filler such as intermediate concrete. At this time, since the inner peripheral cover member functions as a mold, work such as installation / removal of the mold is not required, construction workability is extremely good, and construction cost can be reduced.

以下、添付図面を参照して本発明を実施するための最良の形態について説明する。
図1は本発明に係る二次覆工省略型暗渠の継手の一構成例を示す断面図であり、図2に外観斜視図を示すシールド工法によって構築された暗渠のA−A断面図に相当する。
The best mode for carrying out the present invention will be described below with reference to the accompanying drawings.
FIG. 1 is a cross-sectional view showing a configuration example of a joint of a secondary lining omission type culvert according to the present invention, which corresponds to a cross-sectional view taken along line AA of the culvert constructed by the shield method shown in FIG. To do.

継手1によって接続される暗渠2,2′はシールド工法によって施工される断面形状が円形の暗渠であって、スチールセグメント、コンクリートセグメント、ダクタイルセグメント等のセグメント2A,2A′を円筒状に組立ててトンネル内面に覆工して構成されたものである。継手1による結合部はカバープレート40によって覆われている。   The underdrains 2 and 2 'connected by the joint 1 are underdrains having a circular cross-section constructed by the shield method. The tunnels are formed by assembling segments 2A and 2A' such as steel segments, concrete segments, and ductile segments into a cylindrical shape. It is constructed by lining the inner surface. A joint portion by the joint 1 is covered with a cover plate 40.

継手1は、結合するそれぞれの暗渠2,2′の対向する端面に固定される左右対称の一対の継手枠体としての継手枠10,10′が、内外二重に配設された可撓止水部材としての止水ゴム20(外側止水ゴム21,内側止水ゴム22)と内周カバー部材としての内周面カバーゴム30とで水密的に連結され、これら止水ゴム20と内周面カバーゴム30の弾性変形によって接続した暗渠2,2′の相対変位を許容するように構成されている。左右の継手枠10,10′の形状は対称であり、以下、一方の継手枠10の側について説明し、他方の継手枠10′の側はダッシュ(′)を付した番号を付して説明を省略する。   The joint 1 is a flexible stopper in which joint frames 10, 10 'as a pair of left and right symmetrical joint frames fixed to opposite end surfaces of the respective culverts 2, 2' to be coupled are arranged in double inside and outside. The water stop rubber 20 (outer water stop rubber 21 and inner water stop rubber 22) as a water member and an inner peripheral surface cover rubber 30 as an inner peripheral cover member are watertightly connected. It is configured to allow relative displacement of the underdrains 2, 2 'connected by elastic deformation of the face cover rubber 30. The shapes of the left and right joint frames 10 and 10 'are symmetric. Hereinafter, one joint frame 10 side will be described, and the other joint frame 10' side will be described with a number attached with a dash ('). Is omitted.

継手枠10は、暗渠2の外面と等しい曲率で屈曲された所定幅で板状の外面板としてのスキンプレート11の内面に、外主桁部材としての外主桁12と内主桁部材としての内主桁13が暗渠2の軸方向に所定の間隔でそれぞれ溶接固定されると共に、これらの間にその板面を暗渠2の軸方向及び径方向として縦リブ部材としての縦リブ14が周方向に所定間隔で配設されて構成されている。外主桁12と内主桁13の間の空間には、中詰め材としての中詰めコンクリート17が充填形成されている。   The joint frame 10 has an outer main girder 12 as an outer main girder member and an inner main girder member as an inner main girder member on an inner surface of a skin plate 11 as a plate-like outer surface plate having a predetermined width bent with the same curvature as the outer surface of the underdrain 2. The inner main girders 13 are welded and fixed at predetermined intervals in the axial direction of the undercarriage 2, and the longitudinal ribs 14 as the longitudinal rib members are circumferentially arranged with the plate surface therebetween as the axial direction and radial direction of the undercarriage 2. Are arranged at predetermined intervals. In the space between the outer main girder 12 and the inner main girder 13, a filling concrete 17 as a filling material is filled.

外主桁12はスキンプレート11の外端部(暗渠2側の端部)に板面を暗渠2の軸方向と直交する方向として溶接固定されており、内主桁13はスキンプレート11の内端部に外主桁12と平行に溶接固定されている。外主桁12と内主桁13の高さ(径方向の幅)はセグメント2Aの高さと等しく設定されており、また、スキンプレート11の内端は内主桁13から対向側に所定の長さ張出している。   The outer main girder 12 is welded and fixed to the outer end of the skin plate 11 (the end on the side of the culvert 2) so that the plate surface is perpendicular to the axial direction of the culvert 2. The end is welded and fixed in parallel with the outer main girder 12. The height of the outer main girder 12 and the inner main girder 13 (the radial width) is set equal to the height of the segment 2A, and the inner end of the skin plate 11 has a predetermined length from the inner main girder 13 to the opposite side. It is overhanging.

縦リブ14は、外周側の縁がスキンプレート11の内面と所定間隔で離間し、内周側の縁は、外主桁12及び内主桁13の内周縁より所定量外周側に引っ込んで設けられている。その内周縁には、内周面カバーゴム30が締着される締着メネジ部材としての装着ナット14Aが軸方向を径方向として溶接固定されている。   The vertical rib 14 has an outer peripheral edge spaced apart from the inner surface of the skin plate 11 at a predetermined interval, and an inner peripheral edge is provided by retracting a predetermined amount from the inner peripheral edge of the outer main girder 12 and the inner main girder 13 to the outer peripheral side. It has been. A mounting nut 14A as a fastening female screw member to which the inner peripheral surface cover rubber 30 is fastened is welded and fixed to the inner peripheral edge with the axial direction as the radial direction.

上記のごとき継手枠10は、外主桁12がリング間ボルト3によって暗渠2を構成するセグメント2Aに締結されることで、暗渠2に固定されている。   The joint frame 10 as described above is fixed to the undercarriage 2 by the outer main girder 12 being fastened to the segment 2A constituting the undercarriage 2 by the inter-ring bolt 3.

ここで、継手枠10,10′は、セグメント2A,2A′と同様に周方向に複数のピース(周分割ピース)に分割されたいわゆる可撓セグメントとして構成されており、周方向に複数連結されて暗渠2,2′と対応する円環状となるようになっている。その周分割ピースの周方向端部は、当該部位の断面図である図3に示すように、スキンプレート11と外主桁12及び内主桁13に囲まれた領域を塞ぐように継手板15が設けられており、隣接する周分割ピースの継手板15を継手ボルト4で締結することで周分割ピースが連結されている。   Here, the joint frames 10 and 10 'are configured as so-called flexible segments divided into a plurality of pieces (circumferentially divided pieces) in the circumferential direction, like the segments 2A and 2A', and a plurality of the joint frames 10 and 10 'are connected in the circumferential direction. Thus, it becomes an annular shape corresponding to the underdrains 2, 2 '. As shown in FIG. 3 which is a cross-sectional view of the part, the end portion in the circumferential direction of the circumferentially divided piece is a joint plate 15 so as to close a region surrounded by the skin plate 11, the outer main girder 12, and the inner main girder 13. Is provided, and the circumferentially divided pieces are connected by fastening the joint plate 15 of the adjacent circumferentially divided pieces with the joint bolt 4.

外主桁12と継手板15には、内外周近傍にそれぞれ連続するシール溝16A,16Bが形成されており、このシール溝16A,16Bに水膨張ゴムからなるシール材5A,5Bが配置され、そのシール材5A,5Bの内側端部は内主桁13の内側表面から僅かに内側に突出するように設定されている。   The outer main girder 12 and the joint plate 15 are formed with continuous seal grooves 16A and 16B in the vicinity of the inner and outer peripheries, respectively, and seal materials 5A and 5B made of water-expanded rubber are disposed in the seal grooves 16A and 16B. The inner ends of the sealing materials 5A and 5B are set so as to protrude slightly inward from the inner surface of the inner main beam 13.

暗渠2,2′にそれぞれ固定された継手枠10,10′の内主桁13,13′の間は所定の間隔を有し、ここに止水ゴム20(外側止水ゴム21,内側止水ゴム22)が配設されると共に、その内側に継手枠10,10′の内周略全体を覆って内周面カバーゴム30が配設されている。また、スキンプレート11,11′の先端縁間は所定の間隔を有してここに発泡ゴムによる緩衝材51が介装され、その外周面にスキンプレート11,11′の間を渡してカバープレート40がスキンプレート11,11′のいずれか一方に溶接されて配設されている。   Between the inner main beams 13 and 13 'of the joint frames 10 and 10' fixed to the underdrains 2 and 2 'respectively, there is a predetermined interval, and a water stop rubber 20 (an outer water stop rubber 21 and an inner water stop A rubber 22) is disposed, and an inner peripheral surface cover rubber 30 is disposed on the inner side thereof so as to cover substantially the entire inner periphery of the joint frame 10, 10 '. Further, a cushioning material 51 made of foamed rubber is interposed between the front edges of the skin plates 11 and 11 ', and a cover plate is interposed between the skin plates 11 and 11' on the outer peripheral surface thereof. 40 is welded to one of the skin plates 11 and 11 '.

外側止水ゴム21は、クロロプレンゴム等の弾性を有する素材によって、中央に断面V字状の屈曲部21Aを備えると共に両端に内周側に直角に延びる取付部21B,21Bを備えて形成されており、両端の取付部21B,21Bで内主桁13,13′に周方向に長い押え金具23,23を介して周方向に所定の間隔で取付ボルト24、24によって締着されて、スキンプレート11,11′の内周側に隣接して設けられている。取付部21B,21Bは、シール溝16Aに配設されたシール材5Aの内主桁13,13′から突出する端部に押圧・圧着され、これによって外水圧に対して止水し得るようになっている。   The outer water-stopping rubber 21 is formed of an elastic material such as chloroprene rubber with a bent portion 21A having a V-shaped cross section at the center and mounting portions 21B and 21B extending at right angles to the inner peripheral side at both ends. And are fastened to the inner main girders 13 and 13 ′ by the mounting bolts 24 and 24 at predetermined intervals in the circumferential direction via the presser fittings 23 and 23 that are long in the circumferential direction at the attachment portions 21 B and 21 B at both ends, 11 and 11 'are provided adjacent to the inner peripheral side. The attachment portions 21B and 21B are pressed and pressure-bonded to the end portions protruding from the inner main beams 13 and 13 'of the sealing material 5A disposed in the seal groove 16A so that the water can be stopped against the external water pressure. It has become.

内側止水ゴム22は、外側止水ゴム21と同様にクロロプレンゴム等の弾性素材によって、中央に断面逆V字状の屈曲部22Aを備えると共に両端に外周側に直角に延びる取付部22B,22Bを備えて形成されており、両端の取付部22B,22Bで内主桁13,13′に周方向に長い押さえ金具25を介して周方向に所定の間隔で取付ボルト26によって締着されて、内周を内主桁13の内周縁と一致させて設けられている。屈曲部22Aには、発泡ゴムによる目地材52が嵌込まれて内周側が面一化されている。取付部22B,22Bは、シール溝16Bに配設されたシール材5Bの内主桁13,13′から突出する端部に押圧・圧着され、これによって内水圧に対して止水し得るようになっている。   The inner water stop rubber 22 is provided with a bent portion 22A having an inverted V-shaped cross section at the center and an attachment portion 22B, 22B extending at right angles to the outer peripheral side at both ends by an elastic material such as chloroprene rubber, like the outer water stop rubber 21. And are fastened by mounting bolts 26 at predetermined intervals in the circumferential direction to the inner main girders 13 and 13 ′ via the long metal fittings 25 in the circumferential direction at the mounting portions 22 B and 22 B at both ends. The inner circumference is provided so as to coincide with the inner circumference of the inner main girder 13. A joint material 52 made of foam rubber is fitted into the bent portion 22A so that the inner peripheral side is flush. The attachment portions 22B and 22B are pressed and pressure-bonded to the end portions protruding from the inner main girders 13 and 13 'of the sealing material 5B disposed in the seal groove 16B so that the water can be stopped against the internal water pressure. It has become.

内周面カバーゴム30は、クロロプレンゴム、EPDM,天然ゴム等の耐摩耗性の高い弾性素材によって、図4にその断面図を示すように、伸縮部30Aの両側端にそれぞれ装着部30B,30Bを備えて当該継手1の内周面略全域を覆い得る板状に形成されている。   The inner peripheral surface cover rubber 30 is made of elastic material having high wear resistance such as chloroprene rubber, EPDM, natural rubber, etc., as shown in a sectional view in FIG. And is formed in a plate shape that can cover substantially the entire inner peripheral surface of the joint 1.

伸縮部30Aは装着時に内周面が暗渠2,2′の内周面と一致する厚さに設定され、装着部30Bは外周が大径化する側に厚くその外周側に合成樹脂繊維による補強布30Cが貼付されて補強されると共に継手枠10への装着部位(縦リブ14に固定された装着ナット14Aと対応する位置)の内周側に所定深さの収容凹溝としての装着溝30Dが形成され、更に、注入孔30Eが貫通形成されている。そして、当該部位の拡大図である図5に示すように、装着溝30Dの内周側から貫通して装着ナット14Aに螺合する締着ボルトとしての装着ボルト31によって、周方向に連続する押さえ板部材としての押さえ板32を介して継手枠10,10′に固定されている。伸縮部31の外周面は内主桁13の内周縁及び内周面カバーゴム30の内周面に当接し、装着部30Bの外周面は装着ナット14Aの内周側端面に当接し、内周面は暗渠2,2′の内周面と一致している。装着ボルト31の頭部は装着溝30D内に収容され、その装着溝30Dの残余空間と、当該内周面カバーゴム30の側縁と暗渠2,2′との隙間にはコーキング材53が充填されて平坦化されている。注入孔30Eは所定径で周方向に所定間隔で形成されており、当該内周面カバーゴム30を継手枠10,10′に装着した後、ここから中詰めコンクリート17を形成するモルタルが注入され、注入後に発泡ゴム又は樹脂等によって閉塞されているものである。   The stretchable portion 30A has an inner peripheral surface set to a thickness that coincides with the inner peripheral surfaces of the underdrains 2 and 2 'at the time of mounting, and the mounting portion 30B is thicker on the side where the outer diameter becomes larger and is reinforced with synthetic resin fibers on the outer peripheral side. The cloth 30C is affixed and reinforced, and a mounting groove 30D as an accommodation groove having a predetermined depth is provided on the inner peripheral side of the mounting portion (a position corresponding to the mounting nut 14A fixed to the vertical rib 14) to the joint frame 10. And an injection hole 30E is formed therethrough. Then, as shown in FIG. 5 which is an enlarged view of the part, a pressing member which is continuous in the circumferential direction by a mounting bolt 31 as a fastening bolt that penetrates from the inner peripheral side of the mounting groove 30D and is screwed into the mounting nut 14A. It is fixed to the joint frames 10 and 10 'via a pressing plate 32 as a plate member. The outer peripheral surface of the telescopic portion 31 is in contact with the inner peripheral surface of the inner main girder 13 and the inner peripheral surface of the inner peripheral surface cover rubber 30, and the outer peripheral surface of the mounting portion 30B is in contact with the inner peripheral side end surface of the mounting nut 14A. The surface coincides with the inner peripheral surface of the underdrains 2, 2 '. The head of the mounting bolt 31 is accommodated in the mounting groove 30D, and the remaining space of the mounting groove 30D and the gap between the side edge of the inner peripheral surface cover rubber 30 and the underdrains 2, 2 'are filled with the caulking material 53. Has been flattened. The injection holes 30E have a predetermined diameter and are formed at predetermined intervals in the circumferential direction. After the inner peripheral surface cover rubber 30 is mounted on the joint frames 10, 10 ', mortar for forming the filling concrete 17 is injected therefrom. These are blocked by foamed rubber or resin after injection.

このような継手1の施工は、図6に断面図を示すように、左右両継手枠10,10′が外側止水ゴム21と推力受材60によって結合された状態で行われる。推力受材60は内側止水ゴム22の装着部位に介装され、掘進時に作用する推力はこの推力受材60が受けて両継手枠10,10′の間隔を維持する。そして、掘進が完了した後、推力受材60が撤去され、内側止水ゴム22と内周面カバーゴム30が装着され、更に、内周面カバーゴム30のモルタル注入孔30Eを介したモルタルの注入によって中詰めコンクリート17が形成されて前述の設置状態とされるものである。   The construction of the joint 1 is performed in a state in which the left and right joint frames 10 and 10 'are coupled to each other by the outer water blocking rubber 21 and the thrust receiving member 60, as shown in a sectional view in FIG. The thrust receiving member 60 is interposed at the mounting portion of the inner water blocking rubber 22, and the thrust acting on the excavation is received by the thrust receiving member 60 to maintain the distance between the joint frames 10, 10 '. Then, after the excavation is completed, the thrust receiving member 60 is removed, the inner water stop rubber 22 and the inner peripheral surface cover rubber 30 are attached, and further, the mortar of the mortar through the mortar injection hole 30E of the inner peripheral surface cover rubber 30 is installed. Filled concrete 17 is formed by pouring, and the above-described installation state is obtained.

上記のごとく構成された継手1では、二重に配設された止水ゴム20(外側止水ゴム21,内側止水ゴム22)の屈曲部21A,22A及び内周面カバーゴム30の伸縮部31の伸縮弾性変形によって、内外の水密性を保って暗渠2,2′の相対変位を許容する。   In the joint 1 configured as described above, the bent portions 21A and 22A of the double water-stopping rubber 20 (the outer water-stopping rubber 21 and the inner water-stopping rubber 22) and the expansion and contraction portions of the inner peripheral surface cover rubber 30 are provided. The elastic deformation of 31 allows the relative displacement of the underdrains 2 and 2 'while maintaining the water tightness inside and outside.

内周面カバーゴム30は、暗渠2,2′の内面と同一面で継手1の内周面を覆っているために水を通す場合でも流水抵抗がなく、継手枠10,10′内部の中詰めコンクリート17に直接水流が当たることがないので中詰めコンクリート17の摩耗や当該部位からの水の侵入を防ぐことができる。また、内周面カバーゴム30を装着した後に中詰めコンクリート17を形成することで、内周面カバーゴム30を型枠として機能させることができ、型枠の設置・撤去といった作業が不要となるために施工性が良いものである。   Since the inner peripheral surface cover rubber 30 covers the inner peripheral surface of the joint 1 on the same surface as the inner surfaces of the underdrains 2 and 2 ', there is no resistance to running water even when water is passed through. Since the water flow does not directly hit the stuffed concrete 17, wear of the stuffed concrete 17 and intrusion of water from the relevant part can be prevented. Further, by forming the filling concrete 17 after the inner peripheral surface cover rubber 30 is mounted, the inner peripheral surface cover rubber 30 can function as a mold, and work such as installation / removal of the mold becomes unnecessary. Therefore, workability is good.

本発明に係る二次覆工省略型暗渠の継手の一構成例を示す暗渠の継手部の断面図である。It is sectional drawing of the joint part of a culvert which shows one structural example of the joint of the secondary lining omission type culvert concerning this invention. 継手によって接続される暗渠の外観斜視図である。It is an external appearance perspective view of the culvert connected by a joint. 継手枠体の周方向接続部の断面図である。It is sectional drawing of the circumferential direction connection part of a joint frame. 内周面カバーゴムの断面図である。It is sectional drawing of an inner peripheral surface cover rubber. 内周面カバーゴムの装着部位の拡大断面図である。It is an expanded sectional view of the attachment part of inner peripheral surface cover rubber. 継手施工時の断面図である。It is sectional drawing at the time of joint construction. 従来例としての継手の断面図である。It is sectional drawing of the coupling as a prior art example.

符号の説明Explanation of symbols

1 継手
2,2′ 暗渠
10 継手枠(継手枠体)
11 スキンプレート(外面板)
12 外主桁(外主桁部材)
13 内主桁(内主桁部材)
14 縦リブ(縦リブ部材)
14A 装着ナット(締着メネジ部材)
17 中詰めコンクリート(中詰め材)
20 止水ゴム(可撓止水部材)
21 外側止水ゴム(可撓止水部材)
22 内側止水ゴム(可撓止水部材)
30 内周面カバーゴム(内周カバー部材)
30B 装着部
30C 補強布
30D 装着溝(収容凹溝)
30E 注入孔
31 装着ボルト(締着ボルト)
32 押さえ板(押さえ板部材)
53 コーキング材
1 Joint 2, 2 'Underdrain 10 Joint frame (joint frame)
11 Skin plate (outer plate)
12 Outer main girder (outer main girder member)
13 Inner main girder (Inner main girder member)
14 Vertical rib (vertical rib member)
14A Mounting nut (fastening female screw member)
17 Filled concrete (filled material)
20 Water stop rubber (flexible water stop member)
21 Outer water stop rubber (flexible water stop member)
22 Inner water stop rubber (flexible water stop member)
30 Inner peripheral cover rubber (inner peripheral cover member)
30B Mounting part 30C Reinforcement cloth 30D Mounting groove (accommodating groove)
30E Injection hole 31 Mounting bolt (fastening bolt)
32 Presser plate (presser plate member)
53 Caulking material

Claims (3)

接続される暗渠の対向する端面にそれぞれ固定された暗渠周方向に連続する1対の継手枠体間に、内外二重に配設された可撓止水部材が周方向に連続して水密的に架設され、該可撓止水部材の変形によって該接続される暗渠の相対変位を許容する継手において、
弾性素材によって形成された内周カバー部材が、前記接続暗渠の内周面と略同一面で前記継手の内周を覆って設けられて構成されており、上記継手枠体は、上記暗渠の外周と略同一外径で周方向に連続する外面板と、該外面板の外端部に当該継手の軸方向と直交して設けられた周方向に連続する板状の外主桁部材と、前記外面板の内端部に当該継手の軸方向と直交して設けられた周方向に連続する板状の内主桁部材と、前記外主桁と内主桁の間に板面を当該継手の軸方向として配設された縦リブ部材と、を備え、前記外主桁部材で前記暗渠に結合され、上記可撓止水部材は、上記暗渠にそれぞれ装着された前記両継手枠体の対向する前記内主桁の間に架設配設され、上記内周カバー部材は、その両側端がそれぞれ前記両継手枠体の前記外主桁と内主桁の間の内周側を閉塞して前記縦リブ部材に固定されて設けられており、上記内周カバー部材は、その内周側から貫通して上記縦リブ部材に設けられた締着メネジ部材に螺合する締着ボルトによって周方向に連続する押さえ板部材を介して上記縦リブ部材に装着されており、前記内周カバー部材には、前記押さえ板部材と締着ボルトの頭部を収容する収容凹溝が形成され、該収容凹溝はコーキング材の充填によって平坦化されており、前記内周カバー部材は、前記可撓止水部材の中の内側可撓止水部材、前記押え板部材および前記内周カバー部材の前記枠体への装着後に前記枠体内に充填される中詰め材によって内面平滑性を保持しつつ伸縮自在に支持されることを特徴とする二次覆工省略型暗渠の継手。
Between a pair of joint frames continuous in the circumferential direction of the culvert fixed to the opposing end surfaces of the culverts to be connected , flexible water-stopping members disposed in the inner and outer double are continuously watertight in the circumferential direction. In the joint that allows the relative displacement of the culvert connected by the deformation of the flexible water blocking member,
An inner peripheral cover member formed of an elastic material is provided so as to cover the inner periphery of the joint on substantially the same surface as the inner peripheral surface of the connection culvert, and the joint frame body has an outer periphery of the culvert An outer surface plate that is substantially the same outer diameter in the circumferential direction, and a plate-like outer main girder member that is continuous in the circumferential direction provided at an outer end portion of the outer surface plate orthogonal to the axial direction of the joint, A plate-like inner main girder member continuous in the circumferential direction provided orthogonal to the axial direction of the joint at the inner end of the outer plate, and a plate surface between the outer main girder and the inner main girder. A longitudinal rib member disposed as an axial direction, and is coupled to the undercarriage by the outer main girder member, and the flexible water stop members are opposed to the joint frames respectively mounted in the undercarriage. The inner peripheral cover member is installed between the inner main girders, and both end portions of the inner peripheral cover member are the outer main girders of the joint frames. The inner peripheral side between the inner main girders is closed and fixed to the vertical rib member, and the inner peripheral cover member penetrates from the inner peripheral side and is fastened to the vertical rib member. It is attached to the vertical rib member via a pressing plate member that is continuous in the circumferential direction by a fastening bolt that is screwed into the female screw member, and the inner peripheral cover member has a head of the pressing plate member and the fastening bolt. A housing groove is formed, the housing groove is flattened by filling with a caulking material, and the inner peripheral cover member is an inner flexible water blocking member in the flexible water blocking member, A secondary cover characterized in that the presser plate member and the inner peripheral cover member are stretchably supported while retaining inner surface smoothness by a filling material filled in the frame body after being attached to the frame body. An abbreviated type culvert joint.
上記内周カバー部材は、上記継手枠体への装着部位が補強布によって補強されていることを特徴とする請求項記載の二次覆工省略型暗渠の継手。 The inner peripheral cover member, the secondary lining shorthand culvert joint according to claim 1, wherein the attachment site to the joint frame member is reinforced by a reinforcing cloth. 上記内周カバー部材には、当該内周カバー部材の上記継手枠体への装着後に前記継手枠体内に中詰め材を充填施工する注入孔が設けられていることを特徴とする請求項1又は2
に記載の二次覆工省略型暗渠の継手。
The aforementioned inner cover member, according to claim 1 or, characterized in that the injection holes for filling construction medium packed material to the joint frame body after attachment to the joint frame body of the inner cover member is provided 2
The secondary lining omission type culvert joint described in 1.
JP2003355984A 2003-10-16 2003-10-16 Secondary lining omission type culvert joint Expired - Lifetime JP4037818B2 (en)

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JP4037818B2 true JP4037818B2 (en) 2008-01-23

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