JP2014163176A - Installation method of culvert connected body and culvert connected body - Google Patents

Installation method of culvert connected body and culvert connected body Download PDF

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JP2014163176A
JP2014163176A JP2013036825A JP2013036825A JP2014163176A JP 2014163176 A JP2014163176 A JP 2014163176A JP 2013036825 A JP2013036825 A JP 2013036825A JP 2013036825 A JP2013036825 A JP 2013036825A JP 2014163176 A JP2014163176 A JP 2014163176A
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groove
grooved
downstream
upstream
universal joint
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JP6192949B2 (en
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Koji Yoshida
幸司 吉田
Hideo Suzuki
英男 鈴木
Takeo Harada
剛男 原田
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an installation method of a culvert connected body and the culvert connected body, for constructing a water channel for forming a bending place in the flowing water direction, by deforming the culvert connected body by using a universal joint having sufficient rigidity.SOLUTION: The present invention relates to the installation method of the culvert connected body for constructing the water channel for forming the bending place, and comprises an excavation process of forming a ground surface groove 7 having the bending place 7a bent at a predetermined angle by excavating a ground surface 9 in response to a shape of the bending place of the water channel 8, a first installation process of fitting any one of an upstream side culvert member 3 or a downstream side culvert member 4 in the ground surface groove 7 by using the culvert connected body 1 formed by connecting the upstream side culvert member 3 and the downstream side culvert member 4 in a substantially linear shape by the universal joint 5 and a second installation process of fitting in the ground surface groove 7 by moving any other of the upstream side culvert member 3 or the downstream side culvert member 4 in response to an angle of the bending place 7a of the ground surface groove 7 with any one of the upstream side culvert member 3 or the downstream side culvert member 4 fitted in the ground surface groove 7 as a fulcrum.

Description

本発明は、地面を掘削して形成された地面溝に溝渠連結体を嵌め込んで配置することにより、所定の角度で屈曲箇所が形成された水路を構築するための溝渠連結体の設置方法及び溝渠連結体に関するものである。   The present invention relates to a method for installing a grooved rod connecting body for constructing a water channel in which a bent portion is formed at a predetermined angle by fitting and arranging the grooved grooved body in a ground groove formed by excavating the ground, and The present invention relates to a grooved connector.

従来より、農業用水路や工業用水路、土木工事用仮設水路等に用いられる溝渠部材として、鋼製、コンクリート製、樹脂製等の様々なタイプのU字溝が一般的に知られている。これらの水路は、複数のU字溝が必ずしも直線状に配置されるとは限られず、水路が構築される現場の状況に合わせて、水路の流水方向を水平方向で変えるようにして、複数のU字溝が配置されるものとなる。   Conventionally, various types of U-shaped grooves made of steel, concrete, resin, and the like are generally known as groove trough members used in agricultural waterways, industrial waterways, temporary waterways for civil engineering, and the like. These water channels are not necessarily arranged with a plurality of U-shaped grooves in a straight line, and according to the situation of the site where the water channel is constructed, the water flow direction of the water channel is changed in the horizontal direction. A U-shaped groove is arranged.

このとき、水路の流水方向を水平方向で変える屈曲箇所に可撓性を有するU字溝を配置することによって、水路の屈曲箇所に対応する技術として、例えば、特許文献1に開示された可撓性U字溝や、特許文献2に開示されたU字溝自在エルボが提案されている。   At this time, as a technique corresponding to the bent portion of the water channel by arranging a flexible U-shaped groove at the bent portion that changes the flowing direction of the water channel in the horizontal direction, for example, the flexibility disclosed in Patent Document 1 U-grooves and U-groove elbows disclosed in Patent Document 2 have been proposed.

特許文献1に開示された可撓性U字溝は、硬質合成樹脂又は繊維強化樹脂からなり、断面略U字形状をなし、その底部から左右の側部に延びるものであり、山部及び谷部が交互にU字溝の長手方向に連続形成されてなる可撓性蛇腹状部を備える技術である。   The flexible U-shaped groove disclosed in Patent Document 1 is made of hard synthetic resin or fiber reinforced resin, has a substantially U-shaped cross section, and extends from the bottom to the left and right sides. This is a technique including a flexible bellows-like portion in which the portions are alternately formed in the longitudinal direction of the U-shaped groove.

特許文献2に開示されたU字溝自在エルボは、U字溝の長手方向で、波形に形成された蛇腹状部の屈曲部の両側に、各々U字溝を連結する連結部が延設されてなる樹脂製のU字溝自在エルボに関する技術である。   In the U-shaped grooved elbow disclosed in Patent Document 2, connecting portions for connecting the U-shaped grooves are extended on both sides of the bent portion of the bellows-shaped portion formed in a waveform in the longitudinal direction of the U-shaped groove. This is a technology related to a resin-made U-shaped grooved elbow.

特開2003−336244号公報JP 2003-336244 A 特開2003−064761号公報JP 2003-064761 A

特許文献1に開示された可撓性U字溝や特許文献2に開示されたU字溝自在エルボは、可撓性を有する蛇腹状部がU字溝に設けられることで、水路の屈曲箇所に対応することができる。しかし、これらの蛇腹状部が設けられたU字溝は、あらかじめ所定の角度に固定されたエルボや溶接接合部材を用いるのとは異なり、水路の屈曲箇所に配置される場合に、上流側の直線部分のU字溝と下流側の直線部分のU字溝との接続作業が困難であるという問題点があった。   The flexible U-shaped groove disclosed in Patent Document 1 and the U-shaped groove-free elbow disclosed in Patent Document 2 are provided with a flexible bellows-shaped portion in the U-shaped groove, so that the bent portion of the water channel It can correspond to. However, the U-shaped groove provided with these bellows-like portions is different from using an elbow or welded joint member fixed at a predetermined angle in advance, and when arranged at a bent portion of the water channel, There is a problem that it is difficult to connect the U-shaped groove in the straight line portion and the U-shaped groove in the downstream straight line portion.

即ち、これらの蛇腹状部が設けられたU字溝は、水路が構築される現場の状況に合わせて、上流側の直線部分のU字溝と下流側の直線部分のU字溝との角度調整が可能となる反面、水路としてのU字形状の保持や砂等の流下による磨耗に対抗できる程度に、蛇腹状部が十分な剛性を有することが必要となり、容易に変形しない強度を備えた蛇腹状部となっている。   That is, the U-shaped groove provided with these bellows-shaped portions is an angle between the U-shaped groove of the upstream linear portion and the U-shaped groove of the downstream linear portion according to the situation of the site where the water channel is constructed. While adjustment is possible, the bellows-shaped part needs to have sufficient rigidity so that it can resist the U-shaped holding as a water channel and wear due to the flow of sand or the like, and has strength that does not easily deform. It is a bellows-like part.

このため、これらの蛇腹状部が設けられたU字溝は、蛇腹状部が容易に変形しないことから、上流側の直線部分のU字溝と下流側の直線部分のU字溝との屈曲角度に合わせて蛇腹状部を変形させることが困難であるだけでなく、蛇腹状部を変形させながら上流側の直線部分のU字溝と下流側の直線部分のU字溝とを接続させることが困難であるという問題点があった。   For this reason, the U-shaped groove provided with these bellows-like portions is not easily deformed, so that the U-shaped groove of the upstream straight portion and the U-shaped groove of the downstream straight portion are bent. Not only is it difficult to deform the bellows-shaped portion according to the angle, but the U-shaped groove of the upstream straight portion and the U-shaped groove of the downstream straight portion are connected while deforming the bellows-shaped portion. There was a problem that it was difficult.

特に、これらの蛇腹状部が設けられたU字溝は、例えば、蛇腹状部の代わりにゴム製の弾性材料を用いた場合でも、水路の屈曲箇所に対する自在性を十分に備えるものとなる反面、弾性材料を変形させた際の弾性変形によって、上流側の直線部分のU字溝と下流側の直線部分のU字溝とが直線状となるように復元しようとする復元力が作用することになる。このため、ゴム製の弾性材料を用いた場合には、上流側の直線部分のU字溝と下流側の直線部分のU字溝とを屈曲させた状態で接続するために、多大な労力を要することになるという問題点があった。   In particular, the U-shaped groove provided with these bellows-shaped portions has sufficient flexibility with respect to the bent portion of the water channel even when, for example, a rubber elastic material is used instead of the bellows-shaped portions. A restoring force acting to restore the U-shaped groove of the upstream linear portion and the U-shaped groove of the downstream linear portion to be linear due to elastic deformation when the elastic material is deformed. become. For this reason, when a rubber elastic material is used, a great amount of labor is required to connect the U-shaped groove of the upstream straight portion and the U-shaped groove of the downstream straight portion in a bent state. There was a problem that it would be necessary.

そこで、本発明は、上述した問題点に鑑みて案出されたものであり、その目的とするところは、十分な剛性を備える自在継手を用いて溝渠連結体を変形させて、流水方向に屈曲箇所が形成された水路を構築するための溝渠連結体の設置方法及び溝渠連結体を提供することにある。   Therefore, the present invention has been devised in view of the above-described problems, and the object of the present invention is to deform the groove-rod connecting body using a universal joint having sufficient rigidity and bend it in the flowing water direction. An object of the present invention is to provide a method for installing a grooved connector and a grooved connector for constructing a water channel in which a portion is formed.

第1発明に係る溝渠連結体の設置方法は、屈曲箇所が形成された水路を構築するための溝渠連結体の設置方法であって、水路の屈曲箇所の形状に合わせて地面を掘削し、所定の角度で屈曲された屈曲箇所を有する地面溝を形成する掘削工程と、前記地面溝の外側で上流側の溝渠部材と下流側の溝渠部材とを自在継手で略直線状に接続させることにより形成された溝渠連結体を用いて、前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか一方を前記地面溝に嵌め込む第1設置工程と、前記地面溝に嵌め込まれた前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか一方を支点として、前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか他方を前記地面溝の屈曲箇所の角度に合わせて動かして、前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか他方を前記地面溝に嵌め込む第2設置工程とを備えることを特徴とする。   A method for installing a grooved connector according to a first aspect of the present invention is a method for installing a grooved connector for constructing a water channel in which a bent portion is formed, excavating the ground according to the shape of the bent portion of the water channel, and a predetermined method. The excavation step of forming a ground groove having a bent portion bent at an angle of, and an upstream groove member and a downstream groove member outside the ground groove are connected in a substantially straight line by a universal joint. A first installation step of fitting either one of an upstream groove rod member or a downstream groove rod member into the ground groove using the groove groove coupling body; and Using either the upstream groove member or the downstream groove member as a fulcrum, the upstream groove member or the downstream groove member of the groove connector is the bent portion of the ground groove. Move according to the angle of the groove Characterized in that it comprises a second setting step of the other of the upstream side of the ditch member or downstream of the ditch member of the connector fitted into the ground grooves.

第2発明に係る溝渠連結体の設置方法は、第1発明において、前記第1設置工程では、前記溝渠連結体の流水直交方向の外側に向けてU字状に突出する変形部が形成された前記自在継手で、前記溝渠連結体の上流側の溝渠部材と下流側の溝渠部材とを略直線状に接続させることにより形成された前記溝渠連結体を用いることを特徴とする。   According to a second aspect of the present invention, there is provided a method for installing the grooved rod connection body according to the first invention, wherein, in the first installation step, a deformed portion that protrudes in a U-shape toward the outside in the direction perpendicular to the running water of the grooved groove coupling body is formed. The universal joint is characterized in that the grooved rod connecting body formed by connecting the upstream grooved groove member and the downstream grooved member in a substantially straight line is used.

第3発明に係る溝渠連結体の設置方法は、第2発明において、前記掘削工程では、水路の屈曲箇所の形状に合わせて地面を掘削するとともに、所定の角度で屈曲された前記地面溝の屈曲箇所に、前記変形部を収容する収容溝を形成させて地面を掘削することを特徴とする。   According to a third aspect of the present invention, there is provided a method for installing a groove / groove coupling body according to the second invention, wherein in the excavation step, the ground is excavated according to the shape of the bent portion of the water channel, and the ground groove bent at a predetermined angle is bent. An accommodation groove for accommodating the deformable portion is formed at a location to excavate the ground.

第4発明に係る溝渠連結体は、第1発明〜第3発明の何れかの溝渠連結体の設置方法に用いられる溝渠連結体であって、前記溝渠連結体は、流水方向で前記溝渠部材の端部に前記自在継手の端部が載せられて、前記自在継手の端部の上側に固定金具が配置されてボルトにより固定されることを特徴とする。   A grooved connector according to a fourth aspect of the present invention is a grooved connector used in the installation method of the grooved connector of any one of the first to third inventions, and the grooved connector of the grooved member in the flowing direction. The end of the universal joint is placed on the end, and a fixing bracket is disposed on the upper side of the end of the universal joint and is fixed by a bolt.

第5発明に係る溝渠連結体は、第4発明において、前記溝渠連結体は、前記溝渠部材が山部と谷部とを流水方向で連続して形成させたコルゲート状であり、前記溝渠部材の谷部の内側に沿うように形成された前記固定金具が、前記溝渠部材の谷部に前記自在継手の端部を介して嵌め込まれることを特徴とする。   According to a fifth aspect of the present invention, in the fourth aspect of the present invention, the groove rod connection body is a corrugated shape in which the groove rod member is formed by continuously forming a peak portion and a valley portion in the flowing water direction. The fixing bracket formed so as to be along the inner side of the trough is fitted into the trough of the groove member through the end of the universal joint.

第6発明に係る溝渠連結体は、屈曲箇所が形成された水路を構築するための溝渠連結体であって、上流側の溝渠部材と、下流側の溝渠部材と、前記上流側の溝渠部材と前記下流側の溝渠部材とを略直線状に接続させる自在継手とを備え、前記自在継手は、前記上流側の溝渠部材又は前記下流側の溝渠部材の何れか一方を地面溝に嵌め込んで、前記上流側の溝渠部材又は前記下流側の溝渠部材の何れか他方を屈曲させることで変形し、前記溝渠部材の流水直交方向の外側に向けてU字状に突出する変形部が形成されることを特徴とする。   A grooved rod connection body according to a sixth aspect of the present invention is a grooved rod connection body for constructing a water channel in which a bent portion is formed, and includes an upstream groove rod member, a downstream groove rod member, and the upstream groove rod member. A universal joint for connecting the downstream groove rod member in a substantially straight line, the universal joint is fitted with either the upstream groove rod member or the downstream groove rod member in a ground groove, Deformation is formed by bending either the upstream groove member or the downstream groove member, and a deformed portion is formed that protrudes in a U-shape toward the outside in the direction perpendicular to the running water of the groove member. It is characterized by.

第1発明〜第3発明によれば、上流側溝渠部材と下流側溝渠部材とが自在継手で略直線状に接続させて形成されるため、あらかじめ自在継手を変形させることなく、上流側溝渠部材と下流側溝渠部材とを自在継手で容易に接続することが可能となる。   According to the first to third aspects of the invention, the upstream groove member is formed by connecting the upstream groove member and the downstream groove member in a substantially straight line with a universal joint, so that the upstream groove member is not deformed in advance. It is possible to easily connect the downstream groove member with a universal joint.

また、第1発明〜第3発明によれば、地面溝に嵌め込まれた上流側溝渠部材又は下流側溝渠部材の何れか一方を支点として、自在継手を作用点、上流側溝渠部材又は下流側溝渠部材の何れか他方を力点とすることで、自在継手が所定の剛性を備えるものであっても、溝渠連結体の自在継手を後から容易に変形させることが可能となる。   According to the first to third aspects of the invention, the universal joint serves as the operating point, the upstream groove member or the downstream groove rod, with either the upstream groove rod member or the downstream groove rod member fitted in the ground groove as a fulcrum. By using any one of the members as a power point, even if the universal joint has a predetermined rigidity, the universal joint of the grooved rod coupling body can be easily deformed later.

さらに、第1発明〜第3発明によれば、上流側溝渠部材と下流側溝渠部材とを水平方向で相対的に屈曲させることができるとともに、上流側溝渠部材と下流側溝渠部材とを鉛直方向で相対的に屈曲させることができ、さらに、水平方向と鉛直方向との合成方向で3次元的に屈曲させて、屈曲箇所の角度を自在なものとして、水路を構築することが可能となる。   Furthermore, according to the first to third inventions, the upstream groove member and the downstream groove member can be relatively bent in the horizontal direction, and the upstream groove member and the downstream groove member are vertically aligned. In addition, the water channel can be constructed by bending the three-dimensionally in the combined direction of the horizontal direction and the vertical direction so that the angle of the bent portion can be freely set.

特に、第2発明によれば、地面溝の屈曲箇所で自在継手の変形部がU字状に突出するものとなり、上流側溝渠部材と下流側溝渠部材との屈曲角度に応じて、自在継手を変形部で自在に変形させて、水路の屈曲角度に応じて溝渠連結体を自在に屈曲させることが可能となる。   In particular, according to the second invention, the deformed portion of the universal joint protrudes in a U-shape at the bent portion of the ground groove, and the universal joint is set according to the bending angle between the upstream groove rod member and the downstream groove rod member. It is possible to freely bend the groove / roof coupling body according to the bending angle of the water channel by freely deforming it by the deforming portion.

特に、第3発明によれば、掘削工程において、地面溝の屈曲箇所に収容溝が形成され、第2設置工程において、自在継手のU字状の変形部が収容溝に収容されるため、地面溝の底部及び側壁と、自在継手の変形部とが干渉することを回避することができ、溝渠連結体が地面溝から浮き上がることを防止して、水路で流水が阻害されることを回避することが可能となる。   In particular, according to the third invention, in the excavation process, the storage groove is formed at the bent portion of the ground groove, and in the second installation process, the U-shaped deformed portion of the universal joint is stored in the storage groove. It is possible to avoid the interference between the bottom and side walls of the groove and the deformed portion of the universal joint, and prevent the groove-rod coupling body from floating from the ground groove, thereby preventing the running water from being obstructed in the water channel. Is possible.

第4発明によれば、溝渠部材の内側に固定金具が自在継手の端部を介して取り付けられるため、自在継手の端部が溝渠部材に固定金具で上方から押さえつけられた状態となり、上流側溝渠部材の端部及び下流側溝渠部材の端部から自在継手の各々の端部が外れないように、水密性を確保して自在継手の端部を強固に接続することが可能となる。   According to the fourth aspect of the present invention, the fixing bracket is attached to the inside of the groove member through the end portion of the universal joint, so that the end portion of the universal joint is pressed against the groove member by the fixing bracket from above, and the upstream groove member It is possible to secure the water tightness and firmly connect the end portions of the universal joint so that the end portions of the universal joint are not detached from the end portions of the member and the downstream groove member.

第5発明によれば、コルゲート状の溝渠部材の谷部の内側に固定金具が自在継手の端部を介して嵌め込まれるため、自在継手の端部をより強固に接続することが可能となる。   According to the fifth aspect of the present invention, since the fixing fitting is fitted through the end portion of the universal joint inside the valley portion of the corrugated groove member, the end portion of the universal joint can be connected more firmly.

第6発明によれば、地面溝の屈曲箇所で自在継手の変形部がU字状に突出するものとなり、上流側溝渠部材と下流側溝渠部材との屈曲角度に応じて自在継手を変形部で自在に変形させて、水路の屈曲角度に応じて自在に屈曲された溝渠連結体を提供することが可能となる。   According to the sixth invention, the deformed portion of the universal joint protrudes in a U-shape at the bent portion of the ground groove, and the universal joint is changed by the deformed portion according to the bending angle between the upstream groove rod member and the downstream groove rod member. It is possible to provide a grooved body connecting body that is freely deformed and is freely bent according to the bending angle of the water channel.

本発明に係る溝渠連結体の設置方法により構築された水路を示す斜視図である。It is a perspective view which shows the water channel constructed | assembled by the installation method of the groove-roof coupling body which concerns on this invention. (a)は、本発明に係る溝渠連結体を示す平面図であり、(b)は、その側面図である。(A) is a top view which shows the grooved body coupling body based on this invention, (b) is the side view. (a)は、本発明に係る溝渠連結体の溝渠部材を示す側面図であり、(b)は、その正面図である。(A) is a side view which shows the groove member of the groove-rod coupling body based on this invention, (b) is the front view. 本発明に係る溝渠連結体の溝渠部材を示す一部破断拡大側面図である。It is a partially broken expanded side view which shows the groove member of the groove-rod coupling body which concerns on this invention. (a)は、本発明に係る溝渠連結体の自在継手に用いられるゴム板を丸める前の状態を示す斜視図であり、(b)は、その丸めた後の自在継手を示す斜視図である。(A) is a perspective view which shows the state before rounding the rubber plate used for the universal joint of the grooved rod coupling body which concerns on this invention, (b) is a perspective view which shows the universal joint after the rounding. . (a)は、本発明に係る溝渠連結体の変形例の自在継手に用いられるゴム板を丸める前の状態を示す斜視図であり、(b)は、その丸めた後の自在継手を示す斜視図である。(A) is a perspective view which shows the state before rounding the rubber plate used for the universal joint of the modified example of the groove-rod coupling body which concerns on this invention, (b) is a perspective view which shows the universal joint after the rounding. FIG. 本発明に係る溝渠連結体を示す分解斜視図である。It is a disassembled perspective view which shows the grooved connecting body which concerns on this invention. 本発明に係る溝渠連結体の自在継手の端部を上流側溝渠部材の端部と下流側溝渠部材の端部とに取り付ける固定金具を示す平面図である。It is a top view which shows the fixing metal fitting which attaches the edge part of the universal joint of the groove groove | channel coupling body which concerns on this invention to the edge part of an upstream groove member, and the edge part of a downstream groove member. 本発明に係る溝渠連結体の他の実施形態において、自在継手の端部を上流側溝渠部材の端部と下流側溝渠部材の端部とに取り付ける固定金具を示す平面図である。FIG. 6 is a plan view showing a fixing fitting for attaching the end of a universal joint to the end of an upstream groove member and the end of a downstream groove member in another embodiment of the grooved connector according to the present invention. (a)は、本発明に係る溝渠連結体の他の実施形態において、固定金具を上流側溝渠部材の端部又は下流側溝渠部材の端部に固定するボルトを示す斜視図であり、(b)は、その変形例を示す斜視図である。(A) is the perspective view which shows the volt | bolt which fixes a fixing metal fitting to the edge part of an upstream groove member, or the edge part of a downstream groove member, in other embodiment of the groove groove coupling body which concerns on this invention, (b) ) Is a perspective view showing a modified example thereof. 本発明に係る溝渠連結体の他の実施形態において、固定金具によって自在継手の端部が上流側溝渠部材の端部又は下流側溝渠部材の端部に接続された状態を示す一部破断拡大側面図である。In another embodiment of the grooved connector according to the present invention, a partially broken enlarged side surface showing a state in which the end of the universal joint is connected to the end of the upstream grooved member or the end of the downstream grooved member by the fixing bracket. FIG. (a)は、本発明を適用した溝渠連結体の設置方法の掘削工程を説明する平面図であり、(b)は、その側面図である。(A) is a top view explaining the excavation process of the installation method of the slotted rod coupling body to which this invention is applied, (b) is the side view. (a)は、本発明を適用した溝渠連結体の設置方法の掘削工程を説明する図12におけるE−E断面図であり、(b)は、その変形例を示す断面図である。(A) is EE sectional drawing in FIG. 12 explaining the excavation process of the installation method of the slotted-rod coupling body to which this invention is applied, (b) is sectional drawing which shows the modification. (a)は、本発明を適用した溝渠連結体の設置方法の第1設置工程を説明する平面図であり、(b)は、その側面図である。(A) is a top view explaining the 1st installation process of the installation method of the slotted hook coupling body to which this invention is applied, (b) is the side view. (a)は、本発明を適用した溝渠連結体の設置方法の第2設置工程を説明する平面図であり、(b)は、その側面図である。(A) is a top view explaining the 2nd installation process of the installation method of the groove ridge coupling body to which this invention is applied, (b) is the side view. 本発明に係る溝渠連結体の自在継手が上流側溝渠部材と下流側溝渠部材との間で変形する態様を示す平面図である。It is a top view which shows the aspect in which the universal joint of the groove linking body which concerns on this invention deform | transforms between an upstream groove member and a downstream groove member. 本発明に係る溝渠連結体の他の実施形態において、自在継手が上流側溝渠部材と下流側溝渠部材との間で変形する態様を示す平面図である。FIG. 10 is a plan view showing an aspect in which the universal joint is deformed between the upstream groove member and the downstream groove member in another embodiment of the groove groove connector according to the present invention. (a)は、本発明に係る溝渠連結体の上流側溝渠部材と下流側溝渠部材とが鉛直方向で屈曲する態様を示す平面図であり、(b)は、その側面図である。(A) is a top view which shows the aspect in which the upstream groove member and downstream groove member of the grooved body coupling body based on this invention bend in a perpendicular direction, (b) is the side view. (a)は、本発明に係る溝渠連結体の上流側溝渠部材と下流側溝渠部材との水平方向の屈曲を説明する正面図であり、(b)は、その鉛直方向の屈曲を説明する正面図であり、(c)は、その水平方向と鉛直方向とが合成された屈曲を説明する正面図である。(A) is a front view explaining the horizontal bending of the upstream groove member and the downstream groove member of the grooved connector according to the present invention, and (b) is a front view explaining the vertical bending thereof. It is a figure and (c) is a front view explaining the bending by which the horizontal direction and the vertical direction were synthesize | combined.

以下、本発明を適用した溝渠連結体の設置方法及び溝渠連結体1を実施するための形態について、図面を参照しながら詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, a method for installing a grooved rod connector and a mode for implementing the grooved rod connector 1 to which the present invention is applied will be described in detail with reference to the drawings.

本発明を適用した溝渠連結体の設置方法は、図1に示すように、流水方向Xに屈曲箇所が形成された水路8を構築するものであり、本発明を適用した溝渠連結体1を地面9に設置することによって水路8が構築されるものとなる。   As shown in FIG. 1, the installation method of the groove / roof coupling body to which the present invention is applied is to construct a water channel 8 in which a bent portion is formed in the flowing water direction X. By installing in 9, the water channel 8 is constructed.

水路8は、流水方向Xの上流側Aから下流側Bに向けて水を流すことを目的として、農業用水路、工業用水路又は工事用仮設水路等の開渠又は暗渠として構築される。   For the purpose of flowing water from the upstream side A to the downstream side B in the flowing water direction X, the water channel 8 is constructed as an open channel or a culvert of an agricultural channel, an industrial channel, or a temporary channel for construction.

本発明を適用した溝渠連結体1は、一対の溝渠部材2と、これらを連結する自在継手5とを備えるものであり、図2に示すように、流水方向Xの上流側Aに設置される上流側溝渠部材3と、流水方向Xの下流側Bに設置される下流側溝渠部材4と、上流側溝渠部材3と下流側溝渠部材4とを略直線状に接続させる自在継手5とを備える。   A groove rod connecting body 1 to which the present invention is applied includes a pair of groove rod members 2 and a universal joint 5 for connecting them, and is installed on the upstream side A in the flowing water direction X as shown in FIG. An upstream groove rod member 3, a downstream groove rod member 4 installed on the downstream side B in the flowing water direction X, and a universal joint 5 that connects the upstream groove rod member 3 and the downstream groove rod member 4 substantially linearly are provided. .

溝渠部材2は、上流側溝渠部材3及び下流側溝渠部材4の何れにおいても、山部2aと谷部2bとが流水方向Xで波状に連続して形成されたコルゲート状のものが用いられる。溝渠部材2は、これに限らず、山部2aと谷部2bとが流水直交方向の高さ方向Y及び幅方向Zで連続して形成されたコルゲート状のものが用いられてもよい。溝渠部材2は、上流側溝渠部材3及び下流側溝渠部材4の何れか一方又は両方でコルゲート状のものが用いられなくてもよい。   The groove rod member 2 is a corrugated member in which the peak portion 2a and the valley portion 2b are continuously formed in a wave shape in the flowing water direction X in both the upstream groove rod member 3 and the downstream groove rod member 4. The groove member 2 is not limited to this, and a corrugated member in which the peak portion 2a and the valley portion 2b are continuously formed in the height direction Y and the width direction Z in the direction perpendicular to the running water may be used. The groove member 2 may not be a corrugated member in either one or both of the upstream groove member 3 and the downstream groove member 4.

溝渠部材2は、図3に示すように、鋼板を湾曲させることによって、上方に向けて開口させて形成された断面略U字形状の鋼製U字溝が用いられる。溝渠部材2は、これに限らず、樹脂製、コンクリート製等、如何なる材質のものが用いられてもよく、断面略円形状の管体が用いられてもよい。溝渠部材2は、流水直交方向の幅方向Zの両側端にフランジ25が形成される。   As shown in FIG. 3, the groove rod member 2 uses a steel U-shaped groove having a substantially U-shaped cross section that is formed by opening a steel plate upward. The groove member 2 is not limited to this, and any material such as resin or concrete may be used, and a tube having a substantially circular cross section may be used. The groove member 2 is formed with flanges 25 at both ends in the width direction Z in the direction orthogonal to the flowing water.

溝渠部材2は、図3(a)に示すように、自在継手5との重ね代を約19mmとして、全体の長さLが流水方向Xで約1058mmとなるように形成される。溝渠部材2は、図3(b)に示すように、流水直交方向で高さhが約450mm、幅bが約500mmとなるように形成される。溝渠部材2は、これに限らず、如何なる寸法で形成されてもよい。   As shown in FIG. 3A, the groove member 2 is formed so that the overlap length with the universal joint 5 is about 19 mm, and the entire length L is about 1058 mm in the flowing water direction X. As shown in FIG. 3B, the groove member 2 is formed so that the height h is about 450 mm and the width b is about 500 mm in the direction orthogonal to the flowing water. The groove member 2 is not limited to this, and may be formed in any size.

溝渠部材2は、図4に示すように、板厚が約1.6mm〜4.0mmの鋼板を用いて、山部2aと谷部2bとが波状に連続して形成される。溝渠部材2は、流水方向Xで谷部2bの両側に形成される山部2aのピッチPを約68mmとし、山部2aと谷部2bとの間の深さdを約13mmとする。溝渠部材2は、これに限らず、如何なる寸法の波状に形成されてもよい。   As shown in FIG. 4, the groove member 2 is formed of a steel plate having a plate thickness of about 1.6 mm to 4.0 mm, and a crest 2 a and a trough 2 b are continuously formed in a wave shape. In the groove member 2, the pitch P of the crests 2a formed on both sides of the trough 2b in the flowing water direction X is about 68 mm, and the depth d between the crests 2a and the troughs 2b is about 13 mm. The groove member 2 is not limited to this, and may be formed in a wave shape of any size.

自在継手5は、図5に示すように、U字状に突出して形成される変形部55と、変形部55の両側に形成される平板部56とを備える。自在継手5は、図5(a)に示すように、CRゴム等の樹脂材を材料とするゴム板を用いるものであり、変形部55の高さhが約160mm、全体の幅bが約720mmの長尺のゴム板を切断することによって、丸める前の状態のゴム板が形成される。自在継手5は、図5(b)に示すように、このゴム板を丸めることによって、流水直交方向の高さ方向Y及び幅方向Zで外側に向けて、変形部55がU字状に突出するものとなる。   As shown in FIG. 5, the universal joint 5 includes a deformable portion 55 that is formed to project in a U shape, and flat plate portions 56 that are formed on both sides of the deformable portion 55. As shown in FIG. 5A, the universal joint 5 uses a rubber plate made of a resin material such as CR rubber, and the height h of the deformed portion 55 is about 160 mm, and the overall width b is about By cutting a 720 mm long rubber plate, a rubber plate in a state before being rolled is formed. As shown in FIG. 5 (b), the universal joint 5 is formed by rolling the rubber plate so that the deformable portion 55 protrudes outward in the height direction Y and the width direction Z in the direction perpendicular to running water. Will be.

自在継手5は、変形例において、図6(a)に示すように、全体の幅bが約1000mmの長尺のゴム板を切断することによって、丸める前の状態のゴム板が平面略矩形状に形成される。自在継手5は、これに限らず、幅bの大きさを両端で異ならせることによって、平面略扇形状に形成されてもよい。自在継手5は、変形例において、図6(b)に示すように、このゴム板を丸めることによって形成される。また、自在継手5は、これに限らず、如何なる材料が用いられてもよく、如何なる寸法によって、如何なる方法で製作されてもよい。   As shown in FIG. 6A, the universal joint 5 is formed by cutting a long rubber plate having an overall width b of about 1000 mm, so that the rubber plate in a state before being rounded has a substantially rectangular shape. Formed. The universal joint 5 is not limited to this, but may be formed in a substantially fan shape by changing the width b at both ends. In the modification, the universal joint 5 is formed by rounding the rubber plate as shown in FIG. The universal joint 5 is not limited to this, and any material may be used, and the universal joint 5 may be manufactured by any method according to any size.

本発明を適用した溝渠連結体1は、地上の平場等で製作されるものであり、図7に示すように、流水方向Xの上流側溝渠部材3の端部31と、流水方向Xの下流側溝渠部材4の端部41とに、自在継手5の各々の端部51が載せられて、自在継手5の各々の端部51の上側に固定金具6が配置されて取り付けられることにより、上流側溝渠部材3と下流側溝渠部材4とを略直線状に接続させて形成される。   The groove / roof coupling body 1 to which the present invention is applied is manufactured on a flat surface or the like on the ground, and as shown in FIG. 7, the end 31 of the upstream groove rod member 3 in the flowing water direction X and the downstream of the flowing water direction X. Each end 51 of the universal joint 5 is placed on the end 41 of the side groove member 4, and the fixing bracket 6 is disposed and attached on the upper side of each end 51 of the universal joint 5. It is formed by connecting the side groove member 3 and the downstream groove member 4 substantially linearly.

本発明を適用した溝渠連結体1は、固定金具6に鋼製のプレートが用いられ、このプレートを湾曲させて固定金具6がU字状に形成される。固定金具6は、図8に示すように、上流側溝渠部材3の端部31及び下流側溝渠部材4の端部41の上側に自在継手5の端部51が載せられた状態で、この自在継手5の端部51の上側に配置される。固定金具6は、図4に示すボルト孔26に挿通されたボルト62によって、自在継手5の端部51に沿って固定される。   In the groove / rod connecting body 1 to which the present invention is applied, a steel plate is used as the fixture 6, and the fixture 6 is formed in a U shape by curving the plate. As shown in FIG. 8, the fixing bracket 6 is formed in a state where the end portion 31 of the universal joint 5 is placed above the end portion 31 of the upstream groove member 3 and the end portion 41 of the downstream groove member 4. It is disposed above the end 51 of the joint 5. The fixing bracket 6 is fixed along the end 51 of the universal joint 5 by a bolt 62 inserted through the bolt hole 26 shown in FIG.

このとき、本発明を適用した溝渠連結体1は、溝渠部材2の山部2aの内側に配置された止水材61によって水密性を向上させた状態で、プレートの固定金具6が上流側溝渠部材3の端部31及び下流側溝渠部材4の端部41に自在継手5の端部51を介して固定される。   At this time, the grooved connector assembly 1 to which the present invention is applied is such that the plate fixing bracket 6 is connected to the upstream grooved rod in a state in which the water tightness is improved by the water blocking material 61 disposed inside the peak portion 2a of the grooved member 2. The end portion 31 of the member 3 and the end portion 41 of the downstream groove member 4 are fixed via the end portion 51 of the universal joint 5.

これにより、本発明を適用した溝渠連結体1は、止水材61によって水密性を向上させた状態で、自在継手5の端部51が溝渠部材2の山部2aに固定金具6で上方から押さえつけられた状態となり、上流側溝渠部材3の端部31又は下流側溝渠部材4の端部41から自在継手5の各々の端部51が外れないように、自在継手5の端部51を強固に接続することが可能となる。   As a result, in the groove rod connecting body 1 to which the present invention is applied, the end 51 of the universal joint 5 is fixed to the mountain portion 2a of the groove rod member 2 from above with the fixing metal 6 in a state where the watertightness is improved by the water blocking material 61. The end 51 of the universal joint 5 is firmly held so that the end 51 of the universal joint 5 does not come off from the end 31 of the upstream groove member 3 or the end 41 of the downstream groove member 4. It becomes possible to connect to.

本発明を適用した溝渠連結体1は、他の実施形態において、図9に示すように、固定金具6に鋼製の丸棒が用いられ、この丸棒を湾曲させて、溝渠部材2の谷部2bの内側に沿うように固定金具6がU字状に形成される。固定金具6は、上流側溝渠部材3の端部31及び下流側溝渠部材4の端部41の上側に自在継手5の端部51が載せられた状態で、この自在継手5の端部51の上側に配置されてボルト62によって固定される。   As shown in FIG. 9, in the groove rod connector 1 to which the present invention is applied, a steel round bar is used for the fixture 6, and the round bar is curved to form a trough of the groove rod member 2. The fixing bracket 6 is formed in a U shape so as to be along the inside of the portion 2b. The fixing bracket 6 is configured so that the end 51 of the universal joint 5 is placed on the upper side of the end 31 of the upstream groove member 3 and the end 41 of the downstream groove member 4. Arranged on the upper side and fixed by bolts 62.

このとき、固定金具6は、上流側溝渠部材3の端部31及び下流側溝渠部材4の端部41と自在継手5の端部51との間で、溝渠部材2の谷部2bにゴムパッキン等の止水材61が配置され、図10(a)に示すように、溝渠部材2のフランジ25に設けられたボルト孔26にU字状のボルト62の両端を挿通させて、ナット63を締結させることによって固定される。   At this time, the fixing metal fitting 6 is provided with a rubber packing between the end portion 31 of the upstream groove member 3 and the end portion 41 of the downstream groove member 4 and the end portion 51 of the universal joint 5 in the valley portion 2b of the groove member 2. 10 and the like. As shown in FIG. 10A, both ends of the U-shaped bolt 62 are inserted into the bolt holes 26 provided in the flange 25 of the groove member 2, and the nut 63 is inserted. It is fixed by fastening.

また、固定金具6は、変形例において、図10(b)に示すように、フック状の取付部64が設けられたボルト62が用いられ、溝渠部材2のフランジ25に取付部64を引っ掛けた状態で、溝渠部材2のフランジ25に設けられたボルト孔26にボルト62の一端を挿通させて、ナット63を締結させることによって固定されてもよい。   Further, in the modified example, as shown in FIG. 10B, the fixing metal 6 is a bolt 62 provided with a hook-shaped attachment portion 64, and the attachment portion 64 is hooked on the flange 25 of the groove member 2. In this state, one end of the bolt 62 may be inserted into the bolt hole 26 provided in the flange 25 of the groove member 2 and the nut 63 may be fastened.

このとき、本発明を適用した溝渠連結体1は、他の実施形態において、図11に示すように、溝渠部材2の谷部2bの内側に配置された止水材61によって水密性を向上させた状態で、丸棒の固定金具6が溝渠部材2の谷部2bの内側に自在継手5の端部51を介して嵌め込まれる。   At this time, as shown in FIG. 11, in the groove linking body 1 to which the present invention is applied, as shown in FIG. 11, the watertightness is improved by the water stop material 61 arranged inside the valley portion 2 b of the groove ridge member 2. In this state, the round metal fixture 6 is fitted inside the trough portion 2 b of the groove member 2 via the end 51 of the universal joint 5.

これにより、本発明を適用した溝渠連結体1は、他の実施形態において、止水材61によって水密性を向上させた状態で、自在継手5の端部51が溝渠部材2の谷部2bに固定金具6で上方から押さえつけられた状態となり、図9に示すように、上流側溝渠部材3の端部31又は下流側溝渠部材4の端部41から自在継手5の各々の端部51が外れないように、自在継手5の端部51をより強固に接続することが可能となる。   Thereby, in other embodiment, the groove part coupling body 1 to which the present invention is applied has the end part 51 of the universal joint 5 in the valley part 2b of the groove part 2 in a state in which the water tightness is improved by the water blocking material 61. As shown in FIG. 9, each end 51 of the universal joint 5 comes off from the end 31 of the upstream groove member 3 or the end 41 of the downstream groove member 4 as shown in FIG. 9. As a result, the end 51 of the universal joint 5 can be more firmly connected.

また、本発明を適用した溝渠連結体1は、他の実施形態において、溝渠部材2の谷部2bに丸棒の固定金具6が嵌まり込み、固定金具6で水路8の流水が阻害されることが防止されるとともに、流水中の小石等が固定金具6に衝突することを回避することができ、さらに、流水中の落葉等がボルト62に引っ掛かって、流水が阻害されることを防止することが可能となる。   In addition, in another embodiment, the grooved rod connector 1 to which the present invention is applied has a round bar fixing fitting 6 fitted into the trough portion 2b of the grooved rod member 2, and the water flow in the water channel 8 is inhibited by the fixing fitting 6. It is possible to prevent the pebbles and the like in the running water from colliding with the fixing bracket 6, and to prevent the fallen leaves and the like in the running water from being caught by the bolt 62 and impeding the running water. It becomes possible.

本発明を適用した溝渠連結体の設置方法は、図12、図13に示すように、地面9を掘削して地面溝7を形成する掘削工程と、図14に示すように、上流側溝渠部材3を地面溝7に嵌め込む第1設置工程と、図15に示すように、下流側溝渠部材4を地面溝7に嵌め込む第2設置工程とを備えるものである。   As shown in FIG. 12 and FIG. 13, the installation method of the grooved rod connecting body to which the present invention is applied includes an excavation process of excavating the ground 9 to form the ground groove 7, and an upstream grooved member as shown in FIG. 15 includes a first installation step of fitting 3 into the ground groove 7 and a second installation step of fitting the downstream side groove rod member 4 into the ground groove 7 as shown in FIG.

本発明を適用した溝渠連結体の設置方法は、最初に、図12(a)に示すように、掘削工程において、図1に示す水路8の屈曲箇所の形状に合わせて地面9を掘削し、所定の角度で屈曲された屈曲箇所7aを有する地面溝7を形成するものである。   First, as shown in FIG. 12 (a), in the excavation process, the installation method of the groove / groove assembly to which the present invention is applied excavates the ground 9 in accordance with the shape of the bent portion of the water channel 8 shown in FIG. A ground groove 7 having a bent portion 7a bent at a predetermined angle is formed.

地面溝7は、屈曲箇所7aの上流側Aで上流側地面溝71が形成されるとともに、下流側Bで下流側地面溝72が形成される。また、地面溝7は、図12(b)に示すように、屈曲箇所7aで上流側地面溝71及び下流側地面溝72より深く掘削することで収容溝75が形成される。地面溝7は、図13(a)に示すように、底部7bに対して側壁7cが略垂直に形成されるものとなる。地面溝7は、これに限らず、図13(b)に示すように、底部7bに対して側壁7cを傾斜させて形成されてもよい。   In the ground groove 7, an upstream ground groove 71 is formed on the upstream side A of the bent portion 7a, and a downstream ground groove 72 is formed on the downstream side B. In addition, as shown in FIG. 12B, the ground groove 7 is formed by digging deeper than the upstream ground groove 71 and the downstream ground groove 72 at the bent portion 7 a to form the accommodation groove 75. As shown in FIG. 13A, the ground groove 7 has a side wall 7c formed substantially perpendicular to the bottom 7b. The ground groove 7 is not limited to this, and may be formed by inclining the side wall 7c with respect to the bottom 7b, as shown in FIG. 13 (b).

本発明を適用した溝渠連結体の設置方法は、次に、図14(a)に示すように、第1設置工程において、地面溝7の外側の平場等で組み立てられた溝渠連結体1を用いるものであり、図14(b)に示すように、溝渠連結体1の下流端から上流端にかけて溝渠連結体1を下方に向けて傾斜させて、上流側溝渠部材3の一部を上流側地面溝71に嵌め込むものとなる。   Next, as shown in FIG. 14 (a), the installation method of the groove / roof coupling body to which the present invention is applied uses the groove / roof coupling body 1 assembled in a flat field or the like outside the ground groove 7 in the first installation step. As shown in FIG. 14 (b), the groove-rod connecting body 1 is inclined downward from the downstream end to the upstream end of the groove-rod connecting body 1, and a part of the upstream groove-rod member 3 is placed on the upstream ground. It will be fitted into the groove 71.

本発明を適用した溝渠連結体の設置方法は、最後に、図15(a)に示すように、第2設置工程において、上流側溝渠部材3が上流側地面溝71の側壁7cから支点反力Rを得ながら、上流側地面溝71に嵌め込まれた上流側溝渠部材3の一部を支点として、下流側溝渠部材4を地面溝7の屈曲箇所7aの角度に合わせて動かして、図15(b)に示すように、下流側溝渠部材4を下流側地面溝72に嵌め込むものとなる。   Finally, as shown in FIG. 15A, the installation method of the grooved rod connecting body to which the present invention is applied is such that, in the second installation step, the upstream grooved member 3 is supported by the fulcrum reaction force from the side wall 7 c of the upstream ground groove 71. While obtaining R, the downstream groove rod member 4 is moved in accordance with the angle of the bent portion 7a of the ground groove 7 with a part of the upstream groove rod member 3 fitted in the upstream ground groove 71 as a fulcrum. As shown in b), the downstream groove member 4 is fitted into the downstream ground groove 72.

なお、本発明を適用した溝渠連結体の設置方法は、これに限らず、第1設置工程において、溝渠連結体1の上流端から下流端にかけて溝渠連結体1を下方に向けて傾斜させて、先に下流側溝渠部材4を下流側地面溝72に嵌め込むものとして、第2設置工程において、後から上流側溝渠部材3を上流側地面溝71に嵌め込むものともよい。   In addition, the installation method of the grooved rod connecting body to which the present invention is applied is not limited to this, and in the first installation step, the grooved rod connecting body 1 is inclined downward from the upstream end to the downstream end of the grooved rod connecting body 1, The downstream groove rod member 4 may be fitted into the downstream ground groove 72 first, and the upstream groove rod member 3 may be fitted into the upstream ground groove 71 later in the second installation step.

自在継手5は、水路8を水平方向に屈曲させる場合に、図16に示すように、屈曲箇所7aの外角側Cにおいて、一対の平板部56が互いに離間するように移動して、U字状の変形部55が広がるように変形するとともに、屈曲箇所7aの内角側Dにおいて、一対の平板部56が互いに接近するように移動して、U字状の変形部55が狭まるように変形する。   When the water passage 8 is bent in the horizontal direction, the universal joint 5 moves so that the pair of flat plate portions 56 move away from each other on the outer corner side C of the bent portion 7a, as shown in FIG. The deformed portion 55 is deformed so as to spread, and on the inner corner side D of the bent portion 7a, the pair of flat plate portions 56 move so as to approach each other, and the U-shaped deformed portion 55 is deformed so as to be narrowed.

また、自在継手5は、図6に示す変形例において、水路8を水平方向に屈曲させる場合に、図17に示すように、屈曲箇所7aの外角側Cで自在継手5が延びるように広がって変形するとともに、屈曲箇所7aの内角側Dで流水直交方向の外側に向けて自在継手5がたるむように変形し、U字状に突出する変形部55が形成されるものとなる。   Further, in the modification shown in FIG. 6, the universal joint 5 expands so that the universal joint 5 extends on the outer angle side C of the bent portion 7 a as shown in FIG. 17 when the water channel 8 is bent in the horizontal direction. In addition to being deformed, the universal joint 5 is deformed so as to sag toward the outside in the direction perpendicular to the flowing water at the inner corner side D of the bent portion 7a, and a deformed portion 55 protruding in a U shape is formed.

これにより、本発明を適用した溝渠連結体1は、上流側溝渠部材3と下流側溝渠部材4との屈曲角度に応じて、自在継手5を変形部55で自在に変形させて、水路8の屈曲角度に応じて溝渠連結体1を自在に屈曲させることが可能となる。   As a result, the groove rod connector 1 to which the present invention is applied can freely deform the universal joint 5 by the deforming portion 55 in accordance with the bending angle between the upstream groove rod member 3 and the downstream groove rod member 4. It is possible to freely bend the grooved connector 1 according to the bending angle.

本発明を適用した溝渠連結体の設置方法は、掘削工程において、図12に示すように、地面溝7の屈曲箇所7aで収容溝75が形成され、第2設置工程において、図15に示すように、自在継手5のU字状の変形部55が収容溝75に収容されるため、図13に示す地面溝7の底部7b及び側壁7cと、自在継手5のU字状の変形部55とが干渉することを回避することができ、溝渠連結体1が地面溝7から浮き上がることを防止することができる。   As shown in FIG. 12, in the excavation process, the groove groove connecting body to which the present invention is applied has the accommodation groove 75 formed at the bent portion 7a of the ground groove 7, and in the second installation process, as shown in FIG. Further, since the U-shaped deformed portion 55 of the universal joint 5 is accommodated in the accommodating groove 75, the bottom 7b and the side wall 7c of the ground groove 7 shown in FIG. Can be avoided, and the groove-rod connector 1 can be prevented from floating from the ground groove 7.

これにより、本発明を適用した溝渠連結体の設置方法は、地面溝7の屈曲箇所7aで収容溝75に自在継手5の変形部55が収容され、溝渠連結体1が地面溝7から浮き上がることを防止して、水路8を水が流れる際に流水が阻害されることを回避することが可能となる。   Thereby, in the installation method of the groove-roof coupling body to which the present invention is applied, the deformed portion 55 of the universal joint 5 is housed in the housing groove 75 at the bent portion 7a of the ground groove 7, and the groove-roof coupling body 1 is lifted from the ground groove 7. It is possible to prevent the flowing water from being obstructed when the water flows through the water channel 8.

本発明を適用した溝渠連結体の設置方法は、第2設置工程において、図15に示すように、地面溝7に嵌め込まれた上流側溝渠部材3又は下流側溝渠部材4の何れか一方を支点として、自在継手5を作用点、上流側溝渠部材3又は下流側溝渠部材4の何れか他方を力点とすることで、自在継手5が所定の剛性を備えるものであっても、上流側溝渠部材3と下流側溝渠部材4とを水平方向で容易に屈曲させることが可能となる。   As shown in FIG. 15, in the second installation step, the installation method of the grooved connector assembly to which the present invention is applied is based on either the upstream side grooved member 3 or the downstream side grooved member 4 fitted in the ground groove 7. Even if the universal joint 5 has a predetermined rigidity by using the universal joint 5 as a point of action and the other side of the upstream side groove member 3 or the downstream side groove member 4 as a power point, the upstream side groove member 3 and the downstream groove member 4 can be easily bent in the horizontal direction.

ここで、本発明を適用した溝渠連結体1は、図2に示すように、上流側溝渠部材3と下流側溝渠部材4とが自在継手5で略直線状に接続させて形成されるため、あらかじめ自在継手5を変形させることなく、上流側溝渠部材3と下流側溝渠部材4とを自在継手5で容易に接続して、溝渠連結体1を形成させることができるものである。これにより、本発明を適用した溝渠連結体の設置方法は、第2設置工程において、図15に示すように、自在継手5を後から容易に変形させることが可能となる。   Here, as shown in FIG. 2, the groove groove connecting body 1 to which the present invention is applied is formed by connecting the upstream groove groove member 3 and the downstream groove groove member 4 in a substantially linear shape with a universal joint 5. Without deforming the universal joint 5 in advance, the upstream groove member 3 and the downstream groove member 4 can be easily connected by the universal joint 5 to form the groove connector 1. Thereby, the installation method of the groove-rod coupling body to which the present invention is applied makes it possible to easily deform the universal joint 5 later as shown in FIG. 15 in the second installation step.

また、本発明を適用した溝渠連結体1は、流水直交方向で高さ方向Y及び幅方向Zに延びるようにして自在継手5にU字状の変形部55が形成されるため、図18(a)に示すように、変形部55の上端が広がるように変形するとともに、図18(b)に示すように、変形部55の下端が狭まるように変形することで、上流側溝渠部材3と下流側溝渠部材4とを鉛直方向で容易に屈曲させることも可能となる。   Further, since the groove-rod connector 1 to which the present invention is applied has a U-shaped deformed portion 55 formed in the universal joint 5 so as to extend in the height direction Y and the width direction Z in the direction orthogonal to the flowing water, FIG. As shown in FIG. 18A, the upper end of the deforming portion 55 is deformed so that the upper end of the deforming portion 55 is widened, and as shown in FIG. It is also possible to easily bend the downstream groove member 4 in the vertical direction.

これにより、本発明を適用した溝渠連結体の設置方法は、図19(a)に示すように、上流側溝渠部材3と下流側溝渠部材4とを、水平方向となる幅方向Zで相対的に屈曲させて水路8を構築することを可能とするものとなる。また、本発明を適用した溝渠連結体の設置方法は、図19(b)に示すように、上流側溝渠部材3と下流側溝渠部材4とを、鉛直方向となる高さ方向Yで相対的に屈曲させることを可能とするものとなる。さらに、本発明を適用した溝渠連結体の設置方法は、図19(c)に示すように、水平方向となる高さ方向Yと鉛直方向となる幅方向Zの合成方向で3次元的に屈曲させて、屈曲箇所の角度を自在なものとして、水路8を構築することを可能とするものとなる。   Thereby, as shown in FIG. 19 (a), the installation method of the grooved rod connecting body to which the present invention is applied has the upstream grooved rod member 3 and the downstream grooved member 4 relative to each other in the width direction Z which is the horizontal direction. It is possible to construct the water channel 8 by bending it. In addition, as shown in FIG. 19 (b), the installation method of the grooved rod connecting body to which the present invention is applied is configured such that the upstream grooved member 3 and the downstream grooved member 4 are relatively relative to each other in the vertical direction Y. It becomes possible to be bent. Furthermore, as shown in FIG. 19 (c), the installation method of the groove / groove assembly to which the present invention is applied is bent three-dimensionally in the combined direction of the height direction Y which is the horizontal direction and the width direction Z which is the vertical direction. Thus, the water channel 8 can be constructed with a flexible angle of the bent portion.

本発明を適用した溝渠連結体1は、地滑りや地震による外力が水路8に作用した場合であっても、上流側溝渠部材3と下流側溝渠部材4との相対的な屈曲変形を自在継手5で吸収し、水路8が破損することを防止することが可能となる。また、本発明を適用した溝渠連結体1は、水路8が構築される現場の状況に合わせて、上流側溝渠部材3と下流側溝渠部材4とを相対的に自在に屈曲させることができ、屈曲角度ごとに角度を変えて製作することが必要とされないため、製作コストを抑制して短い納期で製作することが可能となる。   The groove / rod connecting body 1 to which the present invention is applied can cause the relative bending deformation of the upstream groove / rod member 3 and the downstream groove / rod member 4 even when an external force due to landslide or earthquake acts on the water channel 8. It is possible to prevent the water channel 8 from being damaged. Moreover, according to the situation of the site where the water channel 8 is constructed, the grooved connector assembly 1 to which the present invention is applied can bend the upstream grooved member 3 and the downstream grooved member 4 relatively freely, Since it is not necessary to change the angle for each bending angle, it is possible to manufacture with a short delivery time while suppressing the manufacturing cost.

以上、本発明の実施形態の例について詳細に説明したが、上述した実施形態は、何れも本発明を実施するにあたっての具体化の例を示したものに過ぎず、これらによって本発明の技術的範囲が限定的に解釈されてはならないものである。   As mentioned above, although the example of embodiment of this invention was demonstrated in detail, all the embodiment mentioned above showed only the example of actualization in implementing this invention, and these are the technical aspects of this invention. The range should not be construed as limiting.

1 :溝渠連結体
2 :溝渠部材
2a :山部
2b :谷部
25 :フランジ
26 :ボルト孔
3 :上流側溝渠部材
31 :端部(上流側溝渠部材)
4 :下流側溝渠部材
41 :端部(下流側溝渠部材)
5 :自在継手
51 :端部(自在継手)
55 :変形部
56 :平板部
6 :固定金具
61 :止水材
62 :ボルト
63 :ナット
64 :取付部
7 :地面溝
7a :屈曲箇所
7b :底部
7c :側壁
71 :上流側地面溝
72 :下流側地面溝
75 :収容溝
8 :水路
9 :地面
A :上流側
B :下流側
C :外角側
D :内角側
X :流水方向
Y :高さ方向
Z :幅方向
1: Groove rod connecting body 2: Groove rod member 2a: Mountain portion 2b: Valley portion 25: Flange 26: Bolt hole 3: Upstream groove rod member 31: End (upstream groove rod member)
4: Downstream groove member 41: End (downstream groove member)
5: Universal joint 51: End (universal joint)
55: Deformation part 56: Flat plate part 6: Fixing bracket 61: Water stop material 62: Bolt 63: Nut 64: Mounting part 7: Ground groove 7a: Bending part 7b: Bottom part 7c: Side wall 71: Upstream ground groove 72: Downstream Side ground groove 75: receiving groove 8: water channel 9: ground A: upstream side B: downstream side C: outer angle side D: inner angle side X: flowing water direction Y: height direction Z: width direction

Claims (6)

屈曲箇所が形成された水路を構築するための溝渠連結体の設置方法であって、
水路の屈曲箇所の形状に合わせて地面を掘削し、所定の角度で屈曲された屈曲箇所を有する地面溝を形成する掘削工程と、
前記地面溝の外側で上流側の溝渠部材と下流側の溝渠部材とを自在継手で略直線状に接続させることにより形成された溝渠連結体を用いて、前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか一方を前記地面溝に嵌め込む第1設置工程と、
前記地面溝に嵌め込まれた前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか一方を支点として、前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか他方を前記地面溝の屈曲箇所の角度に合わせて動かして、前記溝渠連結体の上流側の溝渠部材又は下流側の溝渠部材の何れか他方を前記地面溝に嵌め込む第2設置工程とを備えること
を特徴とする溝渠連結体の設置方法。
It is an installation method of a grooved joint for constructing a water channel in which a bent part is formed,
Excavation process of excavating the ground according to the shape of the bent portion of the water channel, forming a ground groove having a bent portion bent at a predetermined angle;
A groove member on the upstream side of the groove rod connection body using a groove rod connection body formed by connecting the groove member on the upstream side and the groove member on the downstream side substantially linearly with a universal joint outside the ground groove. Or a first installation step of fitting any one of the downstream groove member into the ground groove;
Either the upstream groove member or the downstream groove member of the upstream groove member connected to the ground groove, and the upstream groove member or the downstream groove member of the downstream groove member. A second installation step of fitting the other groove groove member on the upstream side or the groove groove member on the downstream side of the groove groove connection body into the ground groove by moving the other according to the angle of the bent portion of the ground groove. A method of installing a grooved connector assembly characterized by the above.
前記第1設置工程では、前記溝渠連結体の流水直交方向の外側に向けてU字状に突出する変形部が形成された前記自在継手で、前記溝渠連結体の上流側の溝渠部材と下流側の溝渠部材とを略直線状に接続させることにより形成された前記溝渠連結体を用いること
を特徴とする請求項1に記載の溝渠連結体の設置方法。
In the first installation step, the universal joint in which a deformed portion that protrudes in a U-shape toward the outside in the direction orthogonal to the running water of the grooved connector is formed, and the upstream side grooved member and the downstream side of the grooved connector The groove / rod connecting body according to claim 1, wherein the groove / roof connecting body formed by connecting the groove / groove members to each other in a substantially straight line is used.
前記掘削工程では、水路の屈曲箇所の形状に合わせて地面を掘削するとともに、所定の角度で屈曲された前記地面溝の屈曲箇所に、前記変形部を収容する収容溝を形成させて地面を掘削すること
を特徴とする請求項2に記載の溝渠連結体の設置方法。
In the excavation step, the ground is excavated in accordance with the shape of the bent portion of the water channel, and the ground is excavated by forming an accommodation groove for accommodating the deformed portion at the bent portion of the ground groove bent at a predetermined angle. The installation method for a grooved connector according to claim 2, wherein:
請求項1〜3の何れか1項に記載の溝渠連結体の設置方法に用いられる溝渠連結体であって、
前記溝渠連結体は、流水方向で前記溝渠部材の端部に前記自在継手の端部が載せられて、前記自在継手の端部の上側に固定金具が配置されてボルトにより固定されること
を特徴とする溝渠連結体。
A grooved rod connection body used in the installation method of the grooved rod connection body according to any one of claims 1 to 3,
The groove rod connecting body is characterized in that an end portion of the universal joint is placed on an end portion of the groove rod member in a flowing water direction, and a fixing fitting is disposed above the end portion of the universal joint and is fixed by a bolt. A grooved joint body.
前記溝渠連結体は、前記溝渠部材が山部と谷部とを流水方向で連続して形成させたコルゲート状であり、前記溝渠部材の谷部の内側に沿うように形成された前記固定金具が、前記溝渠部材の谷部に前記自在継手の端部を介して嵌め込まれること
を特徴とする請求項4に記載の溝渠連結体。
The groove rod connection body is a corrugated shape in which the groove member is formed by continuously forming a peak portion and a valley portion in the flowing water direction, and the fixing bracket formed so as to be along the inside of the valley portion of the groove member. The grooved body connection body according to claim 4, wherein the grooved body is fitted into a trough portion of the grooved body member via an end portion of the universal joint.
屈曲箇所が形成された水路を構築するための溝渠連結体であって、
上流側の溝渠部材と、下流側の溝渠部材と、前記上流側の溝渠部材と前記下流側の溝渠部材とを略直線状に接続させる自在継手とを備え、
前記自在継手は、前記上流側の溝渠部材又は前記下流側の溝渠部材の何れか一方を地面溝に嵌め込んで、前記上流側の溝渠部材又は前記下流側の溝渠部材の何れか他方を屈曲させることで変形し、前記溝渠部材の流水直交方向の外側に向けてU字状に突出する変形部が形成されること
を特徴とする溝渠連結体。
A grooved joint for constructing a water channel in which a bent portion is formed,
An upstream groove member, a downstream groove member, and a universal joint that connects the upstream groove member and the downstream groove member in a substantially straight line,
The universal joint fits either the upstream groove member or the downstream groove member into the ground groove and bends the other of the upstream groove member or the downstream groove member. Thus, a deformed portion that is deformed and protrudes in a U-shape toward the outside in the direction perpendicular to the running water of the groove member is formed.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110468811A (en) * 2019-09-09 2019-11-19 沈阳市文林水土工程设计有限公司 A kind of flat mouth oblique rectangle trough connection and connector and installation method
JP2022121577A (en) * 2017-03-27 2022-08-19 Jfe建材株式会社 Corrugated steel water channel member

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS48915Y1 (en) * 1969-06-21 1973-01-11
JPS6013145A (en) * 1983-07-04 1985-01-23 株式会社ブリヂストン Flexible joint structure of water using structure
JPS60129333A (en) * 1983-12-19 1985-07-10 横江 寛治 U-shaped trough
JPH01174734A (en) * 1987-12-26 1989-07-11 Asahi Shikan Kogyo Kk Shaped member for temporary drain ditch under road construction
JPH0634087U (en) * 1992-09-30 1994-05-06 タキロン株式会社 U-shaped groove member

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS48915Y1 (en) * 1969-06-21 1973-01-11
JPS6013145A (en) * 1983-07-04 1985-01-23 株式会社ブリヂストン Flexible joint structure of water using structure
JPS60129333A (en) * 1983-12-19 1985-07-10 横江 寛治 U-shaped trough
JPH01174734A (en) * 1987-12-26 1989-07-11 Asahi Shikan Kogyo Kk Shaped member for temporary drain ditch under road construction
JPH0634087U (en) * 1992-09-30 1994-05-06 タキロン株式会社 U-shaped groove member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022121577A (en) * 2017-03-27 2022-08-19 Jfe建材株式会社 Corrugated steel water channel member
CN110468811A (en) * 2019-09-09 2019-11-19 沈阳市文林水土工程设计有限公司 A kind of flat mouth oblique rectangle trough connection and connector and installation method
CN110468811B (en) * 2019-09-09 2024-03-08 沈阳市文林水土工程设计有限公司 Flat-mouth oblique rectangular groove joint, connector and installation method

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