JP2020076231A - Connection structure of side ditch block on side ditch corner part - Google Patents

Connection structure of side ditch block on side ditch corner part Download PDF

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JP2020076231A
JP2020076231A JP2018209247A JP2018209247A JP2020076231A JP 2020076231 A JP2020076231 A JP 2020076231A JP 2018209247 A JP2018209247 A JP 2018209247A JP 2018209247 A JP2018209247 A JP 2018209247A JP 2020076231 A JP2020076231 A JP 2020076231A
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gutter
block
blocks
side ditch
connection structure
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JP7023516B2 (en
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勝成 川崎
Masanari Kawasaki
勝成 川崎
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Abstract

To provide the connection structure of the side ditch block on the side ditch corner part, that can easily and inexpensively form the side ditch corner part according to a bend angle of a road by using an existing straight side ditch block without lowering a drainage function of the side ditch.SOLUTION: In a plurality of the side ditch blocks arranged at a side ditch corner part, semi-arc fitting recess parts for forming circular disk shaft fitting holes are provided at bottom end edge parts facing each other, respectively, and replenishment blocks for replenishing an inner space part and an outer space part of a disc shaft body fitted into disc shaft fitting holes in a connecting bent part of opposing ditch blocks.SELECTED DRAWING: Figure 2

Description

この発明は、側溝のコーナー部における側溝用ブロックの連結構造に関する。   The present invention relates to a connection structure of gutter blocks at corner portions of a gutter.

従来、車道や歩道などの道路や地下には道路に沿って直線状の側溝用ブロックを複数連結して形成した側溝が設けられているが、道路は当然に曲がり角を有している。   Conventionally, roads such as roads and sidewalks and underground have gutters formed by connecting a plurality of linear gutter blocks along the road, but the road naturally has a corner.

このような道路の曲がり角に応じた側溝のコーナー部を構築すべく、連続する側溝用ブロックにおいて、両ブロックの端部で両ブロックに連通する排水窓を側壁に突出形成した連結筒体を両ブロックの連結部分に介設したり(例えば、特許文献1参照。)、両ブロックの対向する端部を平面視で斜めに切削して接合したり(例えば、特許文献2参照。)して、互いの側溝用ブロックの間に折曲連結部を形成している。   In order to construct such a corner portion of the gutter according to the corner of the road, in a continuous gutter block, a connecting cylinder body in which a drainage window communicating with both blocks at the end portions of both blocks is formed on the side wall to project is formed. Of the blocks (see, for example, Patent Document 1), or the opposite ends of both blocks are obliquely cut and joined in a plan view (see, for example, Patent Document 2). A bent connection portion is formed between the gutter blocks.

特開2002−294851号公報JP 2002-294851 A 実用新案登録第3184567号公報Utility model registration No. 3184567

しかしながら、従来技術では、両ブロックの折曲連結部における接続構造を徒に複雑化させ、側溝設置施工の手間を煩雑とし、施工コストを高額とするばかりか、側溝の本来的な排水機能を低下させる恐れがあった。   However, in the conventional technology, the connection structure in the bent connection portion of both blocks is complicatedly complicated, the labor for installing the gutter is complicated, the construction cost is high, and the original drainage function of the gutter is deteriorated. There was a fear of causing it.

すなわち、特許文献1に開示の技術は、両ブロックの連結部分に介在設置する連結筒体の構造や製造加工を複雑化させ、設置後においては大雨などの降水量が多い天候時に連結筒体が側溝を流れる雨水に混じった爽雑物などで不用意に詰まり排水障害を引き起こして側溝の排水機能を低下させる原因となっていた。   That is, the technique disclosed in Patent Document 1 complicates the structure and manufacturing process of the connecting cylinder body that is interposed between the connecting portions of both blocks, and after the installation, the connecting cylinder body does not operate during heavy precipitation such as heavy rain. This was a cause of inadvertent clogging by foreign matter mixed with rainwater flowing through the gutter, causing drainage problems and reducing the drainage function of the gutter.

また、特許文献2に開示の技術は、施工現場の道路の曲がり角に応じて既存の直線状の側溝用ブロックを精密に斜め切削加工する必要があり、施工者の作業負担を多くして実際の施工現場に配慮したものではなかった。   Further, the technique disclosed in Patent Document 2 requires precise diagonal cutting of an existing linear gutter block according to the bend angle of a road at a construction site, which imposes a heavy work load on the builder and actually increases the work load. It was not a construction site.

本発明は、かかる事情に鑑みてなされたものであって、側溝の排水機能を低下させることなく、既存の直線状の側溝用ブロックを利用して簡単且つ安価に道路の曲がり角に応じた側溝のコーナー部を形成できる側溝用ブロックの連結構造を提供するものである。   The present invention has been made in view of such circumstances, without lowering the drainage function of the gutter, using an existing linear gutter block for straight and inexpensive ditch according to the corner of the road. It is intended to provide a connection structure of gutter blocks that can form a corner portion.

上記従来の課題を解決するために、本発明では、側溝のコーナー部に配置する複数の側溝用ブロックにおいて、互いに対向する底部端縁部に円形の円盤軸嵌入孔を形成するための半円弧状の嵌入凹部をそれぞれ設け、対向する側溝用ブロック同士の連結折曲部における円盤軸嵌入孔に嵌着した円盤軸体の内側と外側の空間部分をそれぞれ補充するために現場打ちによる補充ブロックを形成して構成したことを特徴とする側溝のコーナー部における側溝用ブロックの連結構造とした。   In order to solve the above-mentioned conventional problems, in the present invention, in a plurality of gutter blocks arranged at the corners of the gutter, semicircular arc shapes for forming circular disk shaft fitting holes in the bottom end edge portions facing each other. Replenishing blocks formed by casting in place to replenish the inner and outer space portions of the disc shaft body fitted in the disc shaft fitting holes in the connecting bent portions of the opposing gutter blocks, respectively. The connection structure of the gutter block at the corner portion of the gutter is characterized by being configured as described above.

本発明によれば、側溝のコーナー部に配置する複数の側溝用ブロックにおいて、互いに対向する底部端縁部に円形の円盤軸嵌入孔を形成するための半円弧状の嵌入凹部をそれぞれ設け、対向する側溝用ブロック同士の連結折曲部における円盤軸嵌入孔に嵌着した円盤軸体の内側と外側の空間部分をそれぞれ補充するために現場打ちによる補充ブロックを形成して構成したため、側溝の排水機能を低下させることなく、既存の直線状の側溝用ブロックを利用して簡単且つ安価に道路の曲がり角に応じた側溝のコーナー部を形成できる。   According to the present invention, in the plurality of gutter blocks arranged at the corners of the gutter, semi-circular fitting recesses for forming circular disk shaft fitting holes are provided at the bottom end edges facing each other, and Drain drainage of the gutter because it is configured by forming a refill block by casting in place to replenish the inner and outer space parts of the disc shaft body fitted in the disc shaft fitting hole in the connecting bent part of the gutter blocks. It is possible to easily and inexpensively form the corner portion of the gutter corresponding to the corner of the road by using the existing linear gutter block without deteriorating the function.

すなわち、所望とする側溝のコーナー部の曲率を考慮することなく既存の直線状の側溝用ブロックの底部端縁部に半円弧状の嵌入凹部を設けるだけで、円盤軸体を中心に各ブロックの嵌入凹部を外嵌配置すると共に円盤軸体の内側及び外側の空間部分のそれぞれを補充する補充ブロックを同空間に外嵌するように現場打ちにて補充配置することにより、両ブロック同士の間に側溝のコーナー部に適合する折曲連結部を安価且つ簡単に形成することができる効果がある。また、円盤軸体が側溝を流れる雨水の妨げとならずに排水機能を良好とする効果がある。   That is, without considering the curvature of the corner portion of the desired gutter, simply providing a semi-circular fitting recess at the bottom end edge of the existing linear gutter block, the center of the disk shaft body of each block By arranging the fitting concave portion on the outside and arranging the supplementary block for supplementing each of the inner and outer space portions of the disc shaft body by the in-situ filling so as to be fitted on the same space, the space between the two blocks is increased. There is an effect that it is possible to easily and inexpensively form the bent connecting portion that matches the corner portion of the side groove. In addition, the disk shaft has an effect of improving the drainage function without interfering with the rainwater flowing through the side groove.

本発明にかかる側溝用ブロックの連結構造を示す平面図である。It is a top view which shows the connection structure of the block for gutters which concerns on this invention. 本発明にかかる側溝用ブロックの連結構造を示す外観斜視図である。It is an appearance perspective view showing the connection structure of the gutter block concerning the present invention. 本発明にかかる側溝用ブロックの連結構造の補充ブロックの構成を示す外観斜視図である。FIG. 3 is an external perspective view showing the configuration of a supplementary block of the connection structure for gutter blocks according to the present invention. 本発明にかかる側溝用ブロックの連結構造に係る上蓋ブロックの上面通水孔の配置構成を示す平面図である。It is a top view which shows the arrangement structure of the upper surface water passage of the upper cover block which concerns on the connection structure of the block for gutters concerning this invention. 本発明にかかる側溝用ブロックの連結構造に係る上蓋ブロックの平面図である。FIG. 4 is a plan view of an upper lid block according to the connection structure of the gutter blocks according to the present invention.

この発明の要旨は、側溝のコーナー部に配置する複数の側溝用ブロックにおいて、互いに対向する底部端縁部に円形の円盤軸嵌入孔を形成するための半円弧状の嵌入凹部をそれぞれ設け、対向する側溝用ブロック同士の連結折曲部における円盤軸嵌入孔に嵌着した円盤軸体の内側と外側の空間部分をそれぞれ補充するために現場打ちによる補充ブロックを形成して構成したことを特徴とする側溝のコーナー部における側溝用ブロックの連結構造を提供することにある。   The gist of the present invention is that, in a plurality of gutter blocks arranged at the corners of a gutter, semi-circular fitting recesses for forming circular disk shaft fitting holes are provided at the bottom edge edges facing each other, and In order to replenish the inner and outer space portions of the disc shaft body fitted in the disc shaft fitting hole in the connection bent portion of the gutter blocks to be formed, a replenishing block formed by casting is formed. The purpose of the present invention is to provide a connection structure for a gutter block at a corner portion of the gutter.

以下、本発明の実施例について詳説する。図1及び図2は本発明にかかる側溝用ブロックの連結構造を示す平面図及び斜視図、図3は本発明にかかる側溝用ブロックの連結構造の補充ブロックの構成を示す斜視図、図4は本発明にかかる側溝用ブロックの連結構造に係る上蓋ブロックの上面通水孔の配置構成を示す平面図、図5は本発明にかかる側溝用ブロックの連結構造に係る上蓋ブロックの平面図である。   Hereinafter, examples of the present invention will be described in detail. 1 and 2 are a plan view and a perspective view showing a connection structure of a gutter block according to the present invention, FIG. 3 is a perspective view showing a structure of a refill block of the connection structure of a gutter block according to the present invention, and FIG. FIG. 5 is a plan view showing an arrangement configuration of upper surface water holes of the upper lid block according to the connection structure of the gutter blocks according to the present invention, and FIG. 5 is a plan view of the upper block according to the connection structure of the gutter blocks according to the present invention.

本実施例にかかる側溝用ブロックの連結構造Aは、図1に示すように、側溝のコーナー部に配置する複数の側溝用ブロック10、10’において、互いに対向する底部11、11’の端縁部に、端縁部同士の対向状態で円形の円盤軸嵌入孔20を形成するための半円弧状の嵌入凹部21、21’をそれぞれ設けている。なお、本実施例では、側溝用ブロック10は、上方開口のU字ブロックを使用しているが、地中に埋設されるボックスカルバートのような管状ブロックであってもよい。   As shown in FIG. 1, the connection structure A of the gutter block according to the present embodiment has a plurality of gutter blocks 10 and 10 ′ arranged at the corners of the gutter, and the edges of the bottom parts 11 and 11 ′ facing each other. The parts are provided with semi-circular fitting recesses 21 and 21 ′ for forming circular disk shaft fitting holes 20 in a state where the edge portions face each other. In the present embodiment, the gutter block 10 uses a U-shaped block having an upper opening, but it may be a tubular block such as a box culvert buried in the ground.

かかる側溝用ブロック10、10'を道路の曲がり角等の曲率に沿うように複数配置し、各ブロック10、10'の対向する底部11端縁部の間で、互いの嵌入凹部21、21’によりなす円形の円盤軸嵌入孔20を形成する。   A plurality of such gutter blocks 10 and 10 'are arranged along the curvature such as a corner of the road, and by the fitting recesses 21 and 21' between the opposing bottom 11 end edges of the blocks 10 and 10 '. A circular disc shaft fitting hole 20 is formed.

円盤軸嵌入孔20には、側溝用ブロック10、10’同士の間に形成される連結折曲部40の中心底部となる円盤軸体30を嵌着している。換言すれば、側溝用ブロック10の嵌入凹部21は、円盤軸体30の外周輪郭に沿う円弧状に形成している。   In the disc shaft fitting hole 20, a disc shaft body 30 which is a central bottom portion of a connecting bent portion 40 formed between the gutter blocks 10 and 10 'is fitted. In other words, the fitting recess 21 of the gutter block 10 is formed in an arc shape along the outer peripheral contour of the disc shaft body 30.

円盤軸体30は、図2に示すように平面視真円状の円盤底部31と、円盤底部31の中央で上方突出する把手部32とで構成している。   As shown in FIG. 2, the disc shaft body 30 includes a disc bottom portion 31 having a perfect circular shape in plan view, and a handle portion 32 protruding upward at the center of the disc bottom portion 31.

円盤軸体30は、側溝用ブロック10の底部11の厚みより肉薄に形成しており、各ブロック10、10’を側溝のコーナー部に沿って配置する時に外周に各ブロック10、10’の嵌入凹部21、21’を外嵌接合して両ブロック10、10’を回動自在に連結している。   The disk shaft body 30 is formed to be thinner than the bottom portion 11 of the gutter block 10, and when the blocks 10 and 10 'are arranged along the corners of the gutter, the blocks 10 and 10' are fitted into the outer circumference. The recesses 21 and 21 'are externally fitted and joined together to rotatably connect the blocks 10 and 10'.

側溝用ブロック10、10’同士の連結折曲部40における円盤軸嵌入孔20に嵌着した円盤軸体30の内側と外側の空間部分には、図2に示すようにそれぞれの内外空間を補充する補充ブロック50を、コンクリートを打設して2つ形成している。   As shown in FIG. 2, the inner and outer spaces of the disk shaft body 30 fitted into the disk shaft fitting hole 20 in the connecting bent portion 40 of the gutter blocks 10, 10 'are filled with respective inner and outer spaces. Two replenishment blocks 50 are formed by pouring concrete.

補充ブロック50は、現場打ちにより形成されるものであり、連結折曲部40における平面視三角形状の内外空隙に別途設けた型枠を設置し、同型枠内にコンクリートを流入固化して平面視略三角形状に形成する。このような補充ブロック50は、連結折曲部40内側を補充する内側補充ブロック50aと連結折曲部40外側を補充の外側補充ブロック50bとからなる。   The replenishment block 50 is formed by cast-in-place, and a separately provided mold is installed in the inner and outer voids of the connecting bent portion 40, which has a triangular shape in a plan view, and concrete is poured into the mold to be solidified and seen in a plan view. It is formed in a substantially triangular shape. The replenishment block 50 includes an inner replenishment block 50a that replenishes the inside of the connection bent portion 40 and an outer replenishment block 50b that replenishes the outside of the connection bent portion 40.

このように現場で打設形成される補充ブロック50は、側溝用ブロック10の底部11及び円盤軸体30とに接合して連結折曲部40の底部をなす扇状底部51と、扇状底部51の外端縁から立上り側溝用ブロック10、10’の側壁と接合して連結折曲部40の側壁部をなす折曲側壁部52と、を備える。   In this way, the replenishment block 50 that is formed by casting on the site is joined to the bottom portion 11 of the gutter block 10 and the disc shaft body 30 to form the fan-shaped bottom portion 51 that forms the bottom portion of the connecting bent portion 40, and the fan-shaped bottom portion 51. A bent side wall portion 52 that is joined to the side walls of the rising side groove blocks 10 and 10 ′ from the outer edge to form a side wall portion of the connecting bent portion 40.

なお、外側補充ブロック50bの折曲側壁部52は中央部内側で凹むように屈曲し、内側補充ブロック50aの折曲側壁部52は中央部内側で突出するように屈曲して、それぞれ形成している。   The bent side wall portion 52 of the outer replenishment block 50b is bent so as to be recessed inside the central portion, and the bent side wall portion 52 of the inner replenishment block 50a is bent so as to project inside the central portion. There is.

折曲側壁部52は、円盤軸体30を中心に外嵌した嵌入凹部21、21’で囲まれた以外の側溝用ブロック10、10の底部端面と円盤軸体30の外周側面とよりなす隙間空間に対して、その厚みを側溝用ブロック10、10’の側壁の厚みと略同じとし、その内外側面を側溝用ブロック10、10’の側壁と接合した状態で同側壁面と略面一状態となるようにコンクリートを流入固化して形成している。   The bent side wall portion 52 is a gap formed by the bottom end surfaces of the gutter blocks 10 and 10 and the outer peripheral side surface of the disk shaft body 30 other than being surrounded by the fitting recesses 21 and 21 ′ fitted around the disk shaft body 30. The thickness of the space is set to be substantially the same as the thickness of the side walls of the gutter blocks 10 and 10 ′, and the inner and outer surfaces thereof are substantially flush with the side wall surfaces in a state of being joined to the side walls of the gutter blocks 10 and 10 ′. It is formed by the inflow solidification of concrete so that

また、補充ブロック50の扇状底部51の端縁部には、側溝用ブロック10と同様に、円盤軸体30の外周に沿う円弧状の嵌入凹部53を現場打ちにて形成している。   Further, in the edge portion of the fan-shaped bottom portion 51 of the replenishment block 50, similarly to the gutter block 10, an arc-shaped fitting recess 53 along the outer periphery of the disc shaft body 30 is formed by casting in situ.

扇状底部51は、円盤軸体30を中心に外嵌した嵌入凹部21、21’で囲まれた以外の側溝用ブロック10、10の底部端面と円盤軸体30の外周側面とよりなす隙間空間に対して、その厚みを側溝用ブロック10の底部11の厚みと略同じとし、その内外底面を側溝用ブロック10、10’の底部11の内外底面と略面一状態となるようにコンクリートを流入固化して形成している。   The fan-shaped bottom portion 51 is provided in a clearance space formed by the bottom end surfaces of the gutter blocks 10 and 10 and the outer peripheral side surface of the disk shaft body 30 other than being surrounded by the fitting recesses 21 and 21 ′ fitted around the disk shaft body 30. On the other hand, its thickness is set to be substantially the same as the thickness of the bottom portion 11 of the gutter block 10, and concrete is poured and solidified so that the inner and outer bottom surfaces thereof are substantially flush with the inner and outer bottom surfaces of the bottom portions 11 of the gutter blocks 10 and 10 '. Then formed.

換言すれば、補充ブロック50の嵌入凹部53は、側溝用ブロック10、10の底部端面と円盤軸体30の外周側面とよりなす隙間空間を型枠とした扇状底部51の先端部分で円盤軸体30の外周輪郭に沿って打設形成される。   In other words, the fitting recess 53 of the replenishment block 50 is formed at the tip of the fan-shaped bottom portion 51 with the gap space formed by the bottom end faces of the gutter blocks 10 and 10 and the outer peripheral side surface of the disc shaft body 30 as the mold. It is formed by casting along the outer peripheral contour of 30.

また、補充ブロック50の両側端面には、図2及び図3に示すように上下方向に伸延する嵌着凸部54、54'を突設しており、側溝用ブロック10、10’の左右側壁端部に伸延形成した嵌合凹部13、13'に嵌着接合するように構成している。すなわち、側溝用ブロック10、10’の嵌合凹部13、13'を型枠として補充ブロック50の嵌着凸部54、54'が形成される。   Further, as shown in FIGS. 2 and 3, fitting protrusions 54 and 54 ′ extending in the up-down direction are provided on both end surfaces of the replenishment block 50, and the left and right sidewalls of the gutter blocks 10 and 10 ′ are provided. It is configured to be fitted and joined to the fitting recesses 13 and 13 'formed by extending the ends. That is, the fitting projections 54, 54 'of the refill block 50 are formed using the fitting recesses 13, 13' of the gutter blocks 10, 10 'as a mold.

このように、折曲側壁部52の曲率ごとに各種ブロックを予め準備することなく、側溝用ブロック10、10’同士の連結折曲部40における円盤軸嵌入孔20に嵌着した円盤軸体30を中心に内側と外側の空間部分について簡単な現場打ちにて、各種現場の折曲側壁部52の曲率に適確に応じて確実な水密を実現する補充ブロック50を形成することができる。   Thus, without preparing various blocks in advance for each curvature of the bent side wall portion 52, the disk shaft body 30 fitted in the disk shaft fitting hole 20 in the connecting bent portion 40 of the gutter blocks 10 and 10 '. It is possible to form the replenishment block 50 that realizes reliable watertightness in accordance with the curvature of the bent side wall portion 52 at various sites by performing simple in-situ casting on the inner and outer spaces around the center.

このように構成した連結構造Aを介して側溝用ブロック10、10’同士を連結することにより、長方形状の前後側溝用ブロック10、10’を、円盤軸体30を中心にその底部端縁部の嵌入凹部21、21’を介して回動させて連結角度を微調整しながら連結折曲部40のアール曲率形状に合致するように配置することができる。   By connecting the gutter blocks 10 and 10 ′ to each other via the connecting structure A configured in this way, the rectangular front and rear gutter blocks 10 and 10 ′ have a bottom end edge portion around the disc shaft body 30. It can be arranged so as to match the rounded curvature shape of the connection bent portion 40 while finely adjusting the connection angle by rotating through the fitting recesses 21 and 21 '.

また、前後側溝用ブロック10、10’同士を円盤軸体30と嵌入凹部21、21’を介して強固に連結することができる。なお、円盤軸体30の上部には、コンクリートを流入して側溝用ブロック10、10’の底部11と面一に形成する。   Further, the front and rear side groove blocks 10, 10 'can be firmly connected to the disc shaft body 30 via the fitting recesses 21, 21'. It should be noted that concrete is poured into the upper part of the disc shaft body 30 so as to be flush with the bottom part 11 of the gutter blocks 10, 10 ′.

上記のように形成された円盤軸体30と円盤軸嵌入孔20とは、図1及び図4に示すように真円形状としており、従って、この円盤軸体30と円盤軸嵌入孔20とを間に介して前後に接合する側溝用ブロック10、10’の継ぎ目を折曲して側溝の連結折曲部40を形成したブロック連結を行うことができる。   The disc shaft body 30 and the disc shaft fitting hole 20 formed as described above have a perfect circular shape as shown in FIGS. 1 and 4, and therefore, the disc shaft body 30 and the disc shaft fitting hole 20 are separated from each other. It is possible to perform block coupling in which the joints of the gutter blocks 10 and 10 ′ that are joined to each other in the front and rear via the gap are bent to form the connection bent portion 40 of the gutter.

しかも、図4及び図5に示すように連続する各ブロック10、10’上面に閉蓋する上蓋ブロック60の上面通水孔61を定尺に配することができることになり、連結折曲部40における上蓋ブロック60、60’・・・の上面通水孔61の位置外観を整順とした等間隔とすることになり、ブロック外観の美感を出すことができる効果がある。   In addition, as shown in FIGS. 4 and 5, the upper surface water passage holes 61 of the upper lid block 60 that closes the upper surfaces of the continuous blocks 10 and 10 ′ can be arranged in a fixed length, and the connecting bent portion 40. The outer appearances of the upper surface water holes 61 of the upper lid blocks 60, 60 '... are arranged at regular intervals so that the outer appearance of the blocks can be made beautiful.

上蓋ブロック60は、図4及び図5に示すように、連結折曲部40に合致するように前後のつなぎ目となる端部を斜めに切削した形状として斜め切削部62を接合して連結折曲部40を形成する。   As shown in FIGS. 4 and 5, the upper lid block 60 has a shape in which the ends serving as the front and rear joints are cut obliquely so as to match the connection bending portion 40, and the oblique cutting portions 62 are joined to form the connection bending portion. The part 40 is formed.

このような上蓋ブロック60は、連結折曲部40のアール形状に応じて斜め切削部62の傾斜角度を数種類形成しておけば、現場の連結折曲部40のアール形状に相当する切削部62のブロックを選択して前後組み合わせ連結して所望の曲率を実現する連結折曲部40を形成する。   In such an upper lid block 60, if several kinds of inclination angles of the oblique cutting portion 62 are formed according to the rounded shape of the connecting bent portion 40, the cutting portion 62 corresponding to the rounded shape of the connected bent portion 40 in the field is formed. The blocks are selected and combined in the front and rear to be connected to form the connecting bent portion 40 that achieves a desired curvature.

円盤軸体30と円盤軸嵌入孔20は、側溝用ブロック10、10’の継ぎ目の中央位置に配すると共に、図4及び図5に示すように上蓋ブロック60の上面通水孔61は予め上蓋ブロック60に2個つ形成し、その内幅を上蓋ブロック60の中心線Cの長さLの1/2(1/2L)とし、上面通水孔61と上蓋ブロック60端縁との間隔を1/4Lの長さにしている。   The disc shaft body 30 and the disc shaft fitting hole 20 are arranged at the central positions of the joints of the gutter blocks 10, 10 ', and as shown in FIGS. 4 and 5, the upper surface water passage hole 61 of the upper lid block 60 is previously covered with the upper lid. Two blocks 60 are formed, the inner width of which is 1/2 (1 / 2L) of the length L of the center line C of the upper lid block 60, and the distance between the upper surface water passage hole 61 and the end edge of the upper lid block 60 is The length is 1 / 4L.

なお、降雨量の多い区域や降雨による雨水が流れ集まる集水区域に側溝用ブロック10及び上蓋ブロック60を設置する場合には、必要に応じて上蓋ブロック60の上面通水孔61の増設を行う。例えば、上面通水孔61は、上蓋ブロック60に3個形成し、その内幅を上蓋ブロック60の中心線Cの長さLの1/4(1/4L)としてもよい。   In addition, when installing the gutter block 10 and the upper cover block 60 in an area with a large amount of rainfall or a water collecting area where rainwater flows due to rainfall, an upper surface water passage hole 61 of the upper cover block 60 is added as necessary. .. For example, three upper surface water holes 61 may be formed in the upper lid block 60, and the inner width thereof may be 1/4 (1 / 4L) of the length L of the center line C of the upper lid block 60.

従って、図10及び図14(a)に示すように、連結折曲部40を形成した場合には、上蓋ブロック60の上面通水孔61は前後の各上蓋ブロック60、60’・・・における上面通水孔61が全て等間隔の1/2Lとなって整順した美麗な連結折曲部の上蓋ブロック60、60’・・・を形成することができる。   Therefore, as shown in FIGS. 10 and 14 (a), when the connecting bent portion 40 is formed, the upper surface water holes 61 of the upper lid block 60 are formed in the front and rear upper lid blocks 60, 60 '. It is possible to form the beautiful upper lid blocks 60, 60 ', etc. in which the upper surface water passage holes 61 are all equally spaced by 1/2 L and arranged in order.

このように上面通水孔61を設けた上蓋ブロック60の中心線C上での左右の規格長さを定尺とすることにより、連結折曲部において等間隔の上面通水孔61を形成することができ、連結折曲部における定尺組合せブロックとすることができる。   As described above, the left and right standard lengths on the center line C of the upper lid block 60 provided with the upper surface water passage holes 61 are set to be constant lengths, so that the upper surface water passage holes 61 are formed at equal intervals in the connecting bent portion. It is possible to make a fixed-length combination block in the connecting bent portion.

以上、説明してきたように、本発明によれば、側溝の排水機能を低下させることなく、既存の直線状の側溝用ブロックを利用して簡単且つ安価に道路の曲がり角に応じた側溝のコーナー部を形成できる側溝用ブロックの連結構造を提供することができる。   As described above, according to the present invention, the corner portion of the gutter corresponding to the corner of the road can be easily and inexpensively used by using the existing linear gutter block without lowering the drainage function of the gutter. It is possible to provide a connection structure for the gutter blocks that can form the groove.

A 側溝用ブロックの連結構造
10 側溝用ブロック
20 円盤軸嵌入孔
21 嵌入凹部
30 円盤軸体
31 円盤底部
32 把手部
40 連結折曲部
50 補充ブロック(50a 内側補充ブロック、50b 外側補充ブロック)
51 扇状底部
52 折曲側壁部
53 嵌入凹部
A Block connection structure for gutter 10 Gutter block 20 Disc shaft fitting hole 21 Fitting recess 30 Disc shaft 31 Disc bottom 32 Handle 40 Connecting bent portion 50 Replenishment block (50a inner replenishment block, 50b outer replenishment block)
51 fan-shaped bottom 52 bent side wall 53 fitting recess

Claims (1)

側溝のコーナー部に配置する複数の側溝用ブロックにおいて、
互いに対向する底部端縁部に円形の円盤軸嵌入孔を形成するための半円弧状の嵌入凹部をそれぞれ設け、
対向する側溝用ブロック同士の連結折曲部における円盤軸嵌入孔に嵌着した円盤軸体の内側と外側の空間部分をそれぞれ補充するために現場打ちによる補充ブロックを形成して構成したことを特徴とする側溝のコーナー部における側溝用ブロックの連結構造。
In a plurality of gutter blocks arranged at the corners of the gutter,
Providing semicircular fitting recesses for forming circular disk shaft fitting holes at the bottom end edges facing each other,
Characterized by forming a replenishment block by in-situ casting to replenish the inner and outer space portions of the disc shaft body fitted in the disc shaft fitting holes in the connecting bent portions of the opposing gutter blocks, respectively. The connection structure of the gutter block at the corner part of the gutter.
JP2018209247A 2018-11-06 2018-11-06 Gutter block connection structure at the corners of the gutter Active JP7023516B2 (en)

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JP6434671B1 (en) * 2018-06-15 2018-12-05 勝成 川崎 Closed lid fixing structure
JP2019065641A (en) * 2017-10-04 2019-04-25 有限会社 創友 Rock fall guard fence

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4988234A (en) * 1988-07-20 1991-01-29 Bayer Aktiengesellschaft Gulley closure
JPH02292405A (en) * 1989-03-02 1990-12-03 Steiner Silidur Ag Andelfingen Construction member
JPH08311808A (en) * 1995-05-19 1996-11-26 Yoshikon Kk Block for boundary
JPH10317474A (en) * 1997-05-20 1998-12-02 Okawa Kensetsu Kogyo:Kk Constructing method of ditch and wall material
JP2002294851A (en) * 2001-03-30 2002-10-09 Kawano Plant Co Ltd Universal connecting side ditch
JP2004011128A (en) * 2002-06-03 2004-01-15 Yunimatekku Kk Vehicle regulating block connected body and constituting method thereof
JP2008038387A (en) * 2006-08-02 2008-02-21 Toubu:Kk Block for side ditch
JP2011032855A (en) * 2009-07-07 2011-02-17 Sanritsu:Kk Construction method for side ditch, and side ditch
JP2011017164A (en) * 2009-07-08 2011-01-27 Izcon Co Ltd Side ditch block and side ditch
JP2011117238A (en) * 2009-12-07 2011-06-16 Soyu:Kk Foundation for protective fence
JP2016216915A (en) * 2015-05-15 2016-12-22 小河原セメント工業株式会社 Connection structure of draining block
JP2016191293A (en) * 2016-01-14 2016-11-10 東日本高速道路株式会社 Lane regulation method using concrete guard fence and concrete guard fence
JP2019065641A (en) * 2017-10-04 2019-04-25 有限会社 創友 Rock fall guard fence
JP6434671B1 (en) * 2018-06-15 2018-12-05 勝成 川崎 Closed lid fixing structure

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