JP6970473B1 - Gutter underdrain pipe connection joint and its connection structure - Google Patents

Gutter underdrain pipe connection joint and its connection structure Download PDF

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JP6970473B1
JP6970473B1 JP2021009609A JP2021009609A JP6970473B1 JP 6970473 B1 JP6970473 B1 JP 6970473B1 JP 2021009609 A JP2021009609 A JP 2021009609A JP 2021009609 A JP2021009609 A JP 2021009609A JP 6970473 B1 JP6970473 B1 JP 6970473B1
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gutter
underdrain pipe
underdrain
joint body
joint
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JP2022113385A (en
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嘉章 浅野
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千葉コンクリート株式会社
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Abstract

【課題】グレーチングの盗難がなく、水やゴミが溜まって臭いの原因になることがなく、サイズ的にコンパクトで道路への埋設が容易な側溝暗渠管接続継手及びその接続構造を提供する。【解決手段】道路に埋設される暗渠管1と道路に敷設される側溝2とを接続する側溝暗渠管接続継手5x、5yであって、鉛直方向に沿った厚板状に形成され、頂面6を除いて道路に埋設されるコンクリート製の継手本体7を有し、継手本体7の一方の側面7aに、暗渠管1が接続される暗渠管接続用開口8が形成され、継手本体7の他方の側面7bに、側溝2が接続される側溝接続用開口9が形成され、継手本体7の内部に、側溝接続用開口9と暗渠管接続用開口8とを繋ぐ通路10が形成されている。【選択図】図2PROBLEM TO BE SOLVED: To provide a gutter underdrain pipe connection joint and a connection structure thereof, which are compact in size and easy to be embedded in a road, without theft of grating, without collecting water and dust and causing an odor. SOLUTION: This is a side groove underdrain pipe connection joint 5x, 5y that connects an underdrain pipe 1 buried in a road and a side groove 2 laid on a road, and is formed in a thick plate shape along a vertical direction and has a top surface. Except for 6, the joint body 7 made of concrete to be buried in the road is provided, and an underdrain pipe connecting opening 8 to which the underdrain pipe 1 is connected is formed on one side surface 7a of the joint body 7 to form the joint body 7. A side groove connecting opening 9 to which the side groove 2 is connected is formed on the other side surface 7b, and a passage 10 connecting the side groove connecting opening 9 and the underdrain pipe connecting opening 8 is formed inside the joint main body 7. .. [Selection diagram] Fig. 2

Description

本発明は、側溝と暗渠管とを接続する側溝暗渠管接続継手及びその接続構造に関する。 The present invention relates to a gutter underdrain pipe connecting joint for connecting a gutter and an underdrain pipe and a connection structure thereof.

図1に示すように、従来、道路に埋設される暗渠管1と道路に敷設される側溝2とを接続する場合、側溝2と暗渠管1とはグレーチング3付きの集水枡4を介して接続されていた(特許文献1、2参照)。すなわち、側溝2から暗渠管1に流れる雨水等は、一旦、集水枡4に溜まり、集水枡4を介して暗渠管1に流れ、逆に、暗渠管1から側溝2に流れる雨水等は、一旦、集水枡4に溜まり、集水枡4を介して側溝2に流れる。経年使用により集水枡4の底部に溜まった落ち葉、ゴミ、小石、泥等は、定期的にグレーチング3を外して除去される。 As shown in FIG. 1, when the underdrain pipe 1 buried in the road and the gutter 2 laid on the road are conventionally connected, the gutter 2 and the underdrain pipe 1 are connected to each other via a catchment basin 4 with a grating 3. It was connected (see Patent Documents 1 and 2). That is, the rainwater or the like flowing from the gutter 2 to the underdrain pipe 1 once collects in the catchment basin 4, flows to the underdrain pipe 1 through the catchment basin 4, and conversely, the rainwater or the like flowing from the underdrain pipe 1 to the side ditch 2 Once accumulated in the water collecting basin 4, it flows into the gutter 2 through the water collecting basin 4. Fallen leaves, dust, pebbles, mud, etc. accumulated at the bottom of the catchment basin 4 due to long-term use are periodically removed by removing the grating 3.

特開平10−237937号公報Japanese Unexamined Patent Publication No. 10-237937 特開2002−364063号公報Japanese Unexamined Patent Publication No. 2002-346063

しかし、暗渠管1と側溝2とを金属製のグレーチング3付きの集水枡4を用いて接続した場合、グレーチング3を所謂鉄屑としてスクラップ会社に転売する目的で、グレーチング3の盗難が発生する。グレーチング3が盗難されると、道端に集水枡4の四角状の穴が空いてしまい、危険である。 However, when the underdrain pipe 1 and the gutter 2 are connected by using a catchment basin 4 with a metal grating 3, the grating 3 is stolen for the purpose of reselling the grating 3 as so-called iron scrap to a scrap company. .. If the grating 3 is stolen, a square hole in the catchment basin 4 will be opened on the roadside, which is dangerous.

また、集水枡4の底部に溜まった落ち葉、ゴミ、小石、泥等を定期的に除去するメンテナンスが煩雑であり、保全コストが必要となる。集水枡4の底部に溜まった水やゴミが腐って臭いの原因となる。臭いは、特に都市部では問題となる。 In addition, maintenance for periodically removing fallen leaves, dust, pebbles, mud, etc. accumulated at the bottom of the catchment basin 4 is complicated, and maintenance cost is required. The water and debris collected at the bottom of the catchment basin 4 rots and causes an odor. Smell is a problem, especially in urban areas.

また、集水枡4は、一辺80cm程度の四角筒であるので、これを道路に設置する際にはサイズ的に民地境界が問題となり易く、道路に地面に埋設するには多量の土砂を掘削しなければならず、施工が大変である。 In addition, since the catchment basin 4 is a square cylinder with a side of about 80 cm, the boundary between private land tends to be a problem in terms of size when installing it on the road, and a large amount of earth and sand is required to bury it in the ground on the road. It has to be excavated and construction is difficult.

以上の事情を考慮して創案された本発明の目的は、グレーチング盗難の心配がなく、水やゴミが溜まって臭いの原因になることがなく、サイズ的にコンパクトで道路への埋設が容易な側溝暗渠管接続継手及びその接続構造を提供することにある。 The object of the present invention, which was devised in consideration of the above circumstances, is that there is no fear of grating theft, water and dust do not accumulate and cause odor, the size is compact, and it is easy to bury it in the road. It is an object of the present invention to provide a gutter underdrain pipe connection joint and a connection structure thereof.

上記目的を達成すべく創案された本発明によれば、道路に埋設される暗渠管と道路に敷設される側溝とを接続する側溝暗渠管接続継手であって、鉛直方向に沿った厚板状に形成され、頂面を除いて道路に埋設されるコンクリート製の継手本体を有し、継手本体の一方の側面に、暗渠管が接続される暗渠管接続用開口が形成され、継手本体の他方の側面に、側溝が接続される側溝接続用開口が形成され、継手本体の内部に、側溝接続用開口と暗渠管接続用開口とを繋ぐ通路が形成されており、側溝が接続される継手本体の他方の側面に、上部が継手本体の頂面に開放された金網用凹部が、側溝接続用開口を内包するように形成され、継手本体の他方の側面に側溝が接続されたとき、側溝の端面と金網用凹部との間にゴミ取用金網を前記継手本体の頂面の上方から差し入れるためのスリットが形成される、ことを特徴とする側溝暗渠管接続継手が提供される(請求項1)。 According to the present invention, which was devised to achieve the above object, it is a side groove underdrain pipe connecting joint for connecting an underdrain pipe buried in a road and a side groove laid on a road, and has a plank shape along the vertical direction. It has a joint body made of concrete that is formed in and is buried in the road except for the top surface, and an opening for connecting the underdrain pipe to which the underdrain pipe is connected is formed on one side surface of the joint body, and the other side of the joint body is formed. An opening for connecting the side groove is formed on the side surface of the joint body, and a passage connecting the opening for connecting the side groove and the opening for connecting the underdrain pipe is formed inside the joint body, and the joint body to which the side groove is connected is formed. On the other side surface of the joint body, a wire mesh recess whose upper portion is open to the top surface of the joint body is formed so as to include an opening for connecting a side groove, and when the side groove is connected to the other side surface of the joint body, the side groove is formed. Provided is a side groove underdrain pipe connection joint characterized in that a slit is formed between an end surface and a recess for a wire net for inserting a dust collecting wire net from above the top surface of the joint body. 1).

本発明に係る側溝暗渠管接続継手においては、暗渠管が接続される継手本体の一方の側面に、暗渠管同士を連結するため暗渠管の端面に形成された凸部又は凹部と係合する凹部又は凸部が形成されていてもよい(請求項2)。 In the side groove underdrain pipe connecting joint according to the present invention, on one side surface of the joint body to which the underdrain pipe is connected, a concave portion that engages with a convex portion or a concave portion formed on the end surface of the underdrain pipe in order to connect the underdrain pipes to each other. Alternatively, a convex portion may be formed (claim 2).

本発明に係る側溝暗渠管接続継手においては、暗渠管が接続される継手本体の一方の側面に、暗渠管同士を連結するため暗渠管に備えられたボルト又はネジ棒と螺合する雌ネジ部材が埋設されていてもよい(請求項3)。 In the side groove underdrain pipe connection joint according to the present invention, a female screw member screwed with a bolt or a screw rod provided in the underdrain pipe to connect the underdrain pipes to one side surface of the joint body to which the underdrain pipe is connected. May be buried (claim 3).

本発明に係る側溝暗渠管接続継手においては、側溝が接続される継手本体の他方の側面に、側溝の下面が載置される載置板が設けられていると共に、載置板に側溝を上方から載せる際に側溝の左右の側部が案内される一対の縦壁が側溝接続用開口を挟むように左右に間隔を隔てて設けられていてもよい(請求項4)。 In the gutter underdrain pipe connection joint according to the present invention, a mounting plate on which the lower surface of the gutter is mounted is provided on the other side surface of the joint body to which the gutter is connected, and the gutter is placed above the mounting plate. A pair of vertical walls that guide the left and right sides of the gutter when mounting from the gutter may be provided at intervals on the left and right so as to sandwich the gutter connecting opening (claim 4).

本発明に係る側溝暗渠管接続継手においては、一対の縦壁は、下部から上部に向かって間隔が広くなるようにスロープ状に形成されていてもよい(請求項5)。 In the gutter underdrain pipe connection joint according to the present invention, the pair of vertical walls may be formed in a slope shape so that the distance from the lower part to the upper part becomes wider (claim 5).

本発明に係る側溝暗渠管接続継手においては、一対の縦壁は、更に、継手本体の他方の側面から離間するにつれて間隔が広くなるようにテーパー状に形成されていてもよい(請求項6)。 In the gutter underdrain pipe connection joint according to the present invention, the pair of vertical walls may be further formed in a tapered shape so that the distance increases as the distance from the other side surface of the joint body increases (claim 6). ..

本発明に係る側溝暗渠管接続継手においては、継手本体の頂面に、金網用凹部に繋げて、ゴミ取用金網を指で引き上げるための指入凹部が形成されていてもよい(請求項7)。 In the side groove underdrain pipe connection joint according to the present invention, a finger-insertion recess may be formed on the top surface of the joint body so as to be connected to the wire mesh recess and for pulling up the dust-removing wire mesh with a finger (claim 7). ).

また、本発明によれば、請求項2又は3に記載された側溝暗渠管接続継手の接続構造であって、継手本体の一方の側面に形成された凹部又は凸部に、暗渠管同士を連結するため暗渠管の端面に形成された凸部又は凹部が係合されている、ことを特徴とする側溝暗渠管接続継手の接続構造が提供される(請求項8)。 Further, according to the present invention, in the connection structure of the side groove underdrain pipe connection joint according to claim 2 or 3 , the underdrain pipes are connected to each other in a concave portion or a convex portion formed on one side surface of the joint body. Therefore, a connection structure for a side groove underdrain pipe connecting joint is provided, characterized in that a convex portion or a concave portion formed on an end surface of the underdrain pipe is engaged (claim 8).

また、本発明によれば、請求項4から6の何れか1項に記載された側溝暗渠管接続継手の接続構造であって、継手本体の他方の側面に設けられた載置板に、側溝の下面が載置され、継手本体の他方の面に設けられた一対の縦壁の間に、側溝が挟まれるように配設されている、ことを特徴とする側溝暗渠管接続継手の接続構造が提供される(請求項9)。 Further, according to the present invention, it is the connection structure of the gutter underdrain pipe connection joint according to any one of claims 4 to 6, and the gutter is formed on the mounting plate provided on the other side surface of the joint body. the lower surface is placed in, between the pair of vertical wall provided on the other side surface of the joint body are arranged so as gutters is sandwiched, connection groove culvert pipe connection fitting, characterized in that The structure is provided (claim 9).

本発明に係る側溝暗渠管接続継手においては、請求項1からの何れか1項に記載された側溝暗渠管接続継手の接続構造であって、継手本体の他方の側面に、金網用凹部を覆うように側溝が接続され、側溝の端面と金網用凹部との間に形成されたスリットに、ゴミ取用金網が継手本体の頂面の上方から差し入れられている、ことを特徴とする側溝暗渠管接続継手の接続構造が提供される(請求項10)。 The gutter underdrain pipe connection joint according to the present invention has the connection structure of the gutter underdrain pipe connection joint according to any one of claims 1 to 7 , and has a wire mesh recess on the other side surface of the joint body. A gutter culvert characterized in that a gutter is connected so as to cover the gutter, and a gutter for collecting dust is inserted from above the top surface of the joint body into a slit formed between the end surface of the gutter and the recess for the gutter. A connection structure for a pipe connection joint is provided (claim 10).

本発明に係る側溝暗渠管接続継手及びその接続構造によれば、次のような効果を発揮できる。
(1)集水枡を使用しないので、グレーチング盗難の心配がなく、水やゴミ等が集水枡に溜まって臭いの原因になることがない。また、集水枡に溜まったゴミ、落ち葉、小石等を除去するメンテナンスが不要であり、保全コストを低減できる。
(2)継手本体は、鉛直方向に沿った厚板状に形成され両側面に接続用の開口が形成されたものなので、一辺80cm程度の四角筒から成る集水枡よりコンパクトとなり、道路に埋設する際の掘削土砂量が少なくなり、道路への設置作業の負荷を軽減できる。
(3)コンクリート製の継手本体のサイズが集水枡よりもコンパクトとなるため、コンクリートの使用量が集水枡より少量で済み、集水枡と比べて安価に製造できる。加えて、金属製のグレーチングも不要なので、その分、集水枡よりも安価となる。
According to the gutter underdrain pipe connection joint and the connection structure thereof according to the present invention, the following effects can be exhibited.
(1) Since the catchment basin is not used, there is no concern about grating theft, and water and dust do not collect in the catchment basin and cause an odor. In addition, maintenance is not required to remove dust, fallen leaves, pebbles, etc. collected in the catchment basin, and maintenance costs can be reduced.
(2) Since the joint body is formed in the shape of a thick plate along the vertical direction and has openings for connection on both sides, it is more compact than a catchment basin consisting of a square cylinder with a side of about 80 cm and is buried in the road. The amount of excavated sediment at the time of excavation is reduced, and the load of installation work on the road can be reduced.
(3) Since the size of the concrete joint body is more compact than that of the catchment basin, the amount of concrete used is smaller than that of the catchment basin, and it can be manufactured at a lower cost than the catchment basin. In addition, since metal grating is not required, it is cheaper than a water collecting basin.

従来例を示す集水枡を用いた側溝と暗渠管との接続構造を示す説明図である。It is explanatory drawing which shows the connection structure of the gutter and the underdrain pipe using the catchment basin which shows the conventional example. 本発明の一実施形態を示す側溝暗渠管接続継手及びその接続構造の説明図であり、(a)は側溝に蓋板が取り付けられる前の様子を示す斜視図、(b)は側溝に蓋板が取り付けられゴミ取用金網が装着される様子を示す斜視図、(c)は(b)の側断面図である。It is explanatory drawing of the gutter underdrain pipe connection joint which shows one Embodiment of this invention, and the connection structure therefor | Is attached and a dust collecting wire net is attached, the perspective view (c) is a side sectional view of (b). 暗渠管の説明図であり、(a)は暗渠管を前方から見た斜視図、(b)は同じ暗渠管を後方から見た斜視図である。It is explanatory drawing of the underdrain pipe, (a) is the perspective view which looked at the underdrain pipe from the front, (b) is the perspective view which looked at the same underdrain pipe from the back. 本発明の一実施形態に係る側溝暗渠管接続継手の説明図であり、(a)は暗渠管が接続される一方の側面からの斜視図、(b)は側溝が接続される他方の側面からの斜視図である。It is explanatory drawing of the side groove underdrain pipe connection joint which concerns on one Embodiment of this invention, (a) is the perspective view from one side | side where the underdrain pipe is connected, (b) is from the other side where the side groove is connected. It is a perspective view of. 本発明の別の実施形態に係る側溝暗渠管接続継手の説明図であり、(a)は暗渠管が接続される一方の側面からの斜視図、(b)は側溝が接続される他方の側面からの斜視図である。It is explanatory drawing of the gutter underdrain pipe connection joint which concerns on another embodiment of this invention, (a) is the perspective view from one side | side where the underdrain pipe is connected, (b) is the other side surface which side groove is connected. It is a perspective view from. 図5(a)のVI−VI線断面図である。FIG. 5 is a sectional view taken along line VI-VI of FIG. 5A. 図5(a)のVII−VII線断面図である。5 (a) is a sectional view taken along line VII-VII of FIG. 5 (a). 図5(a)のVIII−VIII線断面図である。FIG. 5A is a cross-sectional view taken along the line VIII-VIII of FIG. 5A. 図5(b)の矢印IXの方向から見た正面図である。It is a front view seen from the direction of the arrow IX of FIG. 5 (b).

以下に添付図面を参照しながら、本発明の好適な実施形態について詳細に説明する。係る実施形態に示す寸法、材料、その他具体的な数値等は、発明の理解を容易にするための例示に過ぎず、特に断る場合を除き、本発明を限定するものではない。なお、本明細書及び図面において、実質的に同一の機能、構成を有する要素については、同一の符号を付することにより重複説明を省略し、また本発明に直接関係のない要素は図示を省略する。 Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The dimensions, materials, other specific numerical values, etc. shown in the embodiment are merely examples for facilitating the understanding of the invention, and do not limit the present invention unless otherwise specified. In the present specification and the drawings, elements having substantially the same function and configuration are designated by the same reference numerals to omit duplicate explanations, and elements not directly related to the present invention are not shown. do.

(側溝暗渠管接続継手5及びその接続構造の概要)
図2(a)、図2(b)、図2(c)に、本発明の一実施形態に係る側溝暗渠管接続継手5x、5y及びその接続構造を示す。本実施形態に係る側溝暗渠管接続継手5x、5yは、道路に埋設される暗渠管1と道路に敷設される側溝2とを接続するものであって、鉛直方向に沿った厚板状に形成され、頂面6を除いて道路に埋設されるコンクリート製の継手本体7を有する。
(Outline of gutter underdrain pipe connection joint 5 and its connection structure)
2 (a), 2 (b), and 2 (c) show the gutter underdrain pipe connection joint 5x, 5y and the connection structure thereof according to the embodiment of the present invention. The gutter underdrain pipe connecting joints 5x and 5y according to the present embodiment connect the underdrain pipe 1 embedded in the road and the gutter 2 laid on the road, and are formed in a thick plate shape along the vertical direction. It has a concrete joint body 7 that is buried in the road except for the top surface 6.

継手本体7の一方の側面7aには、暗渠管1が接続される暗渠管接続用開口8が形成され、継手本体7の他方の側面7bには、側溝2が接続される側溝接続用開口9が形成され、継手本体7の内部には、側溝接続用開口9と暗渠管接続用開口8とを繋ぐ通路10が形成されている。通路10は、図4(a)、図4(b)、図5(a)、図5(b)に示すように、側溝暗渠管接続継手5x、5yをコンクリート打設する際に用いる型枠の製造性および型抜性を考慮して、複数の三角の平面が連なった内面を有する。 An underdrain pipe connecting opening 8 to which the underdrain pipe 1 is connected is formed on one side surface 7a of the joint body 7, and a side groove connecting opening 9 to which the side groove 2 is connected is formed on the other side surface 7b of the joint body 7. Is formed, and a passage 10 connecting the side groove connecting opening 9 and the underdrain pipe connecting opening 8 is formed inside the joint body 7. As shown in FIGS. 4 (a), 4 (b), 5 (a), and 5 (b), the passage 10 is a formwork used for placing concrete in the gutter underdrain pipe connection joints 5x and 5y. It has an inner surface in which a plurality of triangular planes are connected in consideration of manufacturability and die-cutting property.

(暗渠管1)
図3(a)に暗渠管1を前方から見た斜視図を、図3(b)に同じ暗渠管1を後方から見た斜視図を示す。この暗渠管1は、コンクリート製の四角筒からなり、一方の端面11に管口12を囲繞するように凸部13が形成され、他方の端面14に管口15を囲繞するように凹部16が形成されている。暗渠管1同士を直列に接続する際、一方の暗渠管1の凸部13と他方の暗渠管1の凹部16とが係合される。
(Underground pipe 1)
FIG. 3A shows a perspective view of the underdrain pipe 1 as viewed from the front, and FIG. 3B shows a perspective view of the same underdrain pipe 1 as viewed from the rear. The underdrain pipe 1 is made of a square cylinder made of concrete, and a convex portion 13 is formed on one end surface 11 so as to surround the pipe mouth 12, and a concave portion 16 is formed on the other end surface 14 so as to surround the pipe mouth 15. It is formed. When the underdrain pipes 1 are connected in series, the convex portion 13 of one underdrain pipe 1 and the concave portion 16 of the other underdrain pipe 1 are engaged with each other.

図3(a)、図3(b)に示すように、暗渠管1の側面には、図示しないネジ棒及びナットが収容される収容部17が凹設されている。収容部17は、ナットを収容するため暗渠管1の側面に凹設された大収容部17aと、ネジ棒を収容するため大収容部17aから暗渠管1の端面に架けて凹設された小収容部17bとから成る。大収容部17aは、その内部でナットを回転させることができるサイズであり、ネジ棒の直径に合わせられた小収容部17bよりも大きい。 As shown in FIGS. 3A and 3B, an accommodating portion 17 for accommodating a screw rod and a nut (not shown) is recessed on the side surface of the underdrain pipe 1. The accommodating portion 17 is a large accommodating portion 17a recessed on the side surface of the underdrain pipe 1 for accommodating a nut, and a small accommodating portion 17a recessed from the large accommodating portion 17a to the end surface of the underdrain pipe 1 for accommodating a screw rod. It is composed of a housing portion 17b. The large accommodating portion 17a is sized so that the nut can be rotated inside the large accommodating portion 17a, and is larger than the small accommodating portion 17b adjusted to the diameter of the screw rod.

暗渠管1同士を直列に接続する際、双方の暗渠管1の端面に形成された凸部13と凹部16とを係合させると、双方の暗渠管1の小収容部17b同士が直線状に繋がるので、繋がった小収容部17bにネジ棒を収容し、ネジ棒の両端を双方の暗渠管1の大収容部17aに位置させ、大収容部17aにおいてナットをネジ棒に締め込むことで、暗渠管1同士を締結する。暗渠管1の接続本数を適宜調節することで、接続された暗渠管1の全長を調節できる。なお、ネジ棒の代わりにボルトを用い、ボルトとナットで暗渠管1同士を締結してもよい。 When the underdrain pipes 1 are connected in series, when the convex portion 13 and the concave portion 16 formed on the end faces of both underdrain pipes 1 are engaged with each other, the small accommodating portions 17b of both underdrain pipes 1 become linear with each other. Since it is connected, the screw rod is accommodated in the connected small accommodating portion 17b, both ends of the screw rod are positioned in the large accommodating portion 17a of both underdrain pipes 1, and the nut is tightened to the screw rod in the large accommodating portion 17a. Fasten the underdrain pipes 1 to each other. By appropriately adjusting the number of connected culvert pipes 1, the total length of the connected culvert pipes 1 can be adjusted. A bolt may be used instead of the screw rod, and the underdrain pipe 1 may be fastened to each other with the bolt and the nut.

(側溝暗渠管接続継手5x、5yの凸部18又は凹部19)
図4(a)、図4(b)に、図3(b)に示す暗渠管1の凹部16側の端面14が接続される側溝暗渠管接続継手5yを示す。この側溝暗渠管接続継手5yは、継手本体7の一方の側面7aに、暗渠管1同士を連結するため暗渠1管の端面14に形成された凹部16と係合する凸部18が形成されていている。すなわち、暗渠管1同士を接続すべく暗渠管1の端面14に形成された凹部16を利用して接続剛性を高めている。
(Gutter underdrain pipe connection joint 5x, 5y convex portion 18 or concave portion 19)
4 (a) and 4 (b) show a gutter underdrain pipe connecting joint 5y to which the end surface 14 on the recess 16 side of the underdrain pipe 1 shown in FIG. 3 (b) is connected. In this gutter underdrain pipe connecting joint 5y, a convex portion 18 is formed on one side surface 7a of the joint body 7 so as to engage with a concave portion 16 formed on the end surface 14 of the underdrain pipe 1 in order to connect the underdrain pipes 1 to each other. ing. That is, the connection rigidity is increased by using the recess 16 formed in the end surface 14 of the underdrain pipe 1 in order to connect the underdrain pipes 1 to each other.

図5(a)、図5(b)に、図3(a)に示す暗渠管1の凸部13側の端面11が接続される側溝暗渠管接続継手5xを示す。この側溝暗渠管接続継手5xは、暗渠管1が接続される継手本体7の一方の側面7aに、暗渠管1同士を連結するため暗渠管1の端面11に形成された凸部13と係合する凹部19が形成されていている。すなわち、暗渠管1同士を接続すべく暗渠管1の端面11に形成された凸部13を利用して接続剛性を高めている。 5 (a) and 5 (b) show the gutter underdrain pipe connection joint 5x to which the end surface 11 on the convex portion 13 side of the underdrain pipe 1 shown in FIG. 3 (a) is connected. The side groove underdrain pipe connecting joint 5x engages with a convex portion 13 formed on the end surface 11 of the underdrain pipe 1 in order to connect the underdrain pipes 1 to each other on one side surface 7a of the joint body 7 to which the underdrain pipe 1 is connected. A recess 19 is formed. That is, the connection rigidity is increased by using the convex portion 13 formed on the end surface 11 of the underdrain pipe 1 in order to connect the underdrain pipes 1 to each other.

図5(a)、図5(b)に示す側溝暗渠管接続継手5xと、図4(a)、図4(b)に示す側溝暗渠管接続継手5yとは、継手本体7の一方の側面7aに形成された凹部19と凸部18が相違するのみであり、その他は同一の構造(構成)である。よって、以降、図5(a)、図5(b)に示す側溝暗渠管接続継手5xについてのみ詳細に説明し、図4(a)、図4(b)に示す側溝暗渠管接続継手5yの説明は省略する。 The gutter underdrain pipe connection joint 5x shown in FIGS. 5 (a) and 5 (b) and the gutter underdrain pipe connection joint 5y shown in FIGS. 4 (a) and 4 (b) are one side surface of the joint body 7. Only the concave portion 19 and the convex portion 18 formed in 7a are different, and the others have the same structure (configuration). Therefore, hereinafter, only the gutter underdrain pipe connection joint 5x shown in FIGS. 5 (a) and 5 (b) will be described in detail, and the gutter underdrain pipe connection joint 5y shown in FIGS. 4 (a) and 4 (b) will be described in detail. The explanation is omitted.

(雌ネジ部材20)
図5(a)のVI−VI線断面図である図6、図5(a)のVII−VII線断面図である図7に示すように、コンクリート製の継手本体7には、暗渠管1が接続される一方の側面7aに、暗渠管1の小収容部17bに備えられたネジ棒(又はボルト、以下ボルトは省略)と螺合する雌ネジ部材20が埋設されている。
(Female screw member 20)
As shown in FIG. 6 which is a sectional view taken along line VI-VI of FIG. 5A and FIG. 7 which is a sectional view taken along line VII-VII of FIG. A female screw member 20 to be screwed with a screw rod (or a bolt, hereinafter a bolt is omitted) provided in a small accommodating portion 17b of an underdrain pipe 1 is embedded in one side surface 7a to which the concrete is connected.

図6、図7に示すように、雌ネジ部材20は、打設時にコンクリートがネジ孔に流れ込まないように袋ナット状のものが用いられ、図5(a)に示す継手本体7の凹部19に図3(a)に示す暗渠管1の凸部13が係合されたとき、暗渠管1の小収容部17bが符合する位置に配設されている。暗渠管1に備えられたネジ棒(図示省略)を継手本体7の雌ネジ部材20に締め込むことで、接続剛性が一層高まる。 As shown in FIGS. 6 and 7, the female screw member 20 has a cap nut shape so that concrete does not flow into the screw holes during casting, and the recess 19 of the joint body 7 shown in FIG. 5A is used. 3 (a), when the convex portion 13 of the underdrain pipe 1 is engaged, the small accommodating portion 17b of the underdrain pipe 1 is arranged at a position corresponding to the same. By tightening the screw rod (not shown) provided in the underdrain pipe 1 to the female screw member 20 of the joint body 7, the connection rigidity is further increased.

(載置板21、縦板22)
図5(b)、図2(b)に示すように、継手本体7には、側溝2が接続される他方の側面7bに、側溝2の下面が載置される載置板21が設けられていると共に、載置板21に側溝2を上方から載せる際に側溝2の左右の側部が案内される一対の縦壁22が側溝接続用開口9を挟むように左右に間隔を隔てて設けられている。これら載置板21及び縦壁22は、コンクリート製であり、継手本体7と共に一体的にコンクリート打設される。
(Mounting plate 21, vertical plate 22)
As shown in FIGS. 5B and 2B, the joint body 7 is provided with a mounting plate 21 on which the lower surface of the gutter 2 is mounted on the other side surface 7b to which the gutter 2 is connected. At the same time, a pair of vertical walls 22 that guide the left and right side portions of the gutter 2 when the gutter 2 is mounted on the mounting plate 21 from above are provided at intervals on the left and right so as to sandwich the gutter connection opening 9. Has been done. The mounting plate 21 and the vertical wall 22 are made of concrete, and are integrally cast with the joint body 7.

図5(b)、図5(b)を矢印IX方向から見た図9に示すように、一対の縦壁22は、下部から上部に向かって間隔が広くなるようにスロープ状に形成されており、側溝2を上方から載置板21に着床させる際のセンタリング性を高めている。また、図5(b)、図6に示すように、一対の縦壁22は、更に、継手本体7の他方の側面7bから離間するにつれて間隔が広くなるようにテーパー状に形成されており、側溝2を長手方向から継手本体7に接続する際のセンタリング性を高めている。 As shown in FIG. 9 when FIGS. 5 (b) and 5 (b) are viewed from the direction of arrow IX, the pair of vertical walls 22 are formed in a slope shape so as to widen the distance from the lower part to the upper part. This enhances the centering property when the gutter 2 is landed on the mounting plate 21 from above. Further, as shown in FIGS. 5B and 6, the pair of vertical walls 22 are further formed in a tapered shape so that the distance becomes wider as the distance from the other side surface 7b of the joint body 7 increases. The centering property when connecting the gutter 2 to the joint body 7 from the longitudinal direction is improved.

(金網用凹部23)
図5(b)に示すように、継手本体7には、側溝2が接続される他方の側面7bに、上部が継手本体7の頂面6に開放された金網用凹部23が、側溝接続用開口9を内包するように形成されている。図2(a)に示すように、継手本体7の他方の側面7bに側溝2が接続されたとき、図2(b)、図2(c)に示すように、側溝2の端面と金網用凹部23との間にゴミ取用金網24を継手本体7の頂面6の上方から差し入れるためのスリット25が形成される。
(Recess for wire mesh 23)
As shown in FIG. 5B, the joint body 7 has a wire mesh recess 23 whose upper portion is open to the top surface 6 of the joint body 7 on the other side surface 7b to which the gutter 2 is connected. It is formed so as to include the opening 9. As shown in FIG. 2A, when the gutter 2 is connected to the other side surface 7b of the joint body 7, as shown in FIGS. 2B and 2C, the end face of the gutter 2 and the wire mesh are used. A slit 25 is formed between the recess 23 and the wire mesh 24 for removing dust from above the top surface 6 of the joint body 7.

図5(b)を矢印IX方向から見た図9に示すように、継手本体7の他方の側面7bに側溝2が接続されたとき、側溝2の端面の肉厚部が継手本体7の金網用凹部23を覆う状態となる。これにより、図2(b)、図2(c)に示すように、側溝2の端面と金網用凹部23との間に、ゴミ取用金網24を継手本体7の頂面6の上方から差し入れるためのスリット25が形成される。 As shown in FIG. 9 when FIG. 5B is viewed from the direction of arrow IX, when the gutter 2 is connected to the other side surface 7b of the joint body 7, the thick portion of the end surface of the gutter 2 is the wire mesh of the joint body 7. It is in a state of covering the recess 23. As a result, as shown in FIGS. 2 (b) and 2 (c), the dust collecting wire mesh 24 is inserted between the end surface of the gutter 2 and the wire mesh recess 23 from above the top surface 6 of the joint body 7. A slit 25 for the purpose is formed.

図5(b)、図8に示すように、継手本体7の頂面6には、ゴミ取用金網24を指で引き上げるための指入凹部26が形成されている。指入凹部26は、継手本体7の金網用凹部23の上部中央に配設されており、そこに指を差し入れることで、図2(b)に示すスリット25に差し入れられたゴミ取用金網24の中央を保持してバランスよく引き上げることができる。 As shown in FIGS. 5B and 8, the top surface 6 of the joint body 7 is formed with a finger insertion recess 26 for pulling up the dust collecting wire mesh 24 with a finger. The finger insertion recess 26 is arranged in the center of the upper part of the wire mesh recess 23 of the joint body 7, and by inserting a finger into the finger mesh recess 26, the dust collecting wire mesh inserted into the slit 25 shown in FIG. 2 (b). The center of 24 can be held and pulled up in a well-balanced manner.

(作用・効果)
本実施形態に係る側溝暗渠管接続継手5x、5y及びその接続構造によれば、次のような効果を発揮できる。
(Action / effect)
According to the gutter underdrain pipe connection joint 5x and 5y and the connection structure thereof according to the present embodiment, the following effects can be exhibited.

図1に示す集水枡4を利用して側溝2と暗渠管1とを接続する従来例とは異なり、図2(a)、図2(b)、図2(c)に示すように、集水枡4を使用することなく側溝2と暗渠管1とを継手本体7によって接続するので、集水枡4のグレーチング3が盗難される心配がなく、集水枡4に水やゴミ等が溜まって臭いの原因になることがない。集水枡4に溜まったゴミ、落ち葉、小石等を除去するメンテナンスが不要となり、保全コストを低減できる。 As shown in FIGS. 2 (a), 2 (b), and 2 (c), unlike the conventional example in which the gutter 2 and the underdrain pipe 1 are connected by using the catchment basin 4 shown in FIG. Since the gutter 2 and the underdrain pipe 1 are connected by the joint body 7 without using the catchment basin 4, there is no concern that the grating 3 of the catchment basin 4 will be stolen, and water, dust, etc. will be collected in the catchment basin 4. It does not accumulate and cause odor. Maintenance to remove dust, fallen leaves, pebbles, etc. accumulated in the catchment basin 4 becomes unnecessary, and maintenance cost can be reduced.

図2(c)に示すように、継手本体7は、鉛直方向に沿った厚板状に形成され両側面に接続用の開口8、9が形成されたものなので、一辺80cm程度の四角筒から成る図1に示す集水枡4よりコンパクトとなり、道路に埋設する際の掘削土砂量が少なくなり、道路への設置作業の負荷を軽減できる。コンクリート製の継手本体7のサイズが集水枡4よりもコンパクトとなるため、コンクリートの使用量が集水枡より少量で済み、集水枡4と比べて安価に製造できる。加えて、金属製のグレーチング3も不要なので、その分、集水枡4よりも安価となる。 As shown in FIG. 2 (c), the joint body 7 is formed in a plate shape along the vertical direction and has openings 8 and 9 for connection formed on both side surfaces, so that the joint body 7 is formed from a square cylinder having a side of about 80 cm. It is more compact than the catchment basin 4 shown in FIG. 1, the amount of excavated sediment when burying in the road is reduced, and the load of installation work on the road can be reduced. Since the size of the concrete joint body 7 is more compact than that of the catchment basin 4, the amount of concrete used is smaller than that of the catchment basin 4, and it can be manufactured at a lower cost than the catchment basin 4. In addition, since the metal grating 3 is not required, it is cheaper than the water collecting basin 4.

図2(c)に示すように、暗渠管1の端面の凸部13が側溝暗渠管接続継手5xの一方の側面7aに形成された凹部19に係合され、暗渠管1の端面の凹部16が側溝暗渠管接続継手5yの一方の側面7aに形成された凸部18に係合されることにより、接続剛性が高まり、暗渠管1の上方の道路を自動車が通過して暗渠管1に荷重変動が加わることによって生じる、暗渠管1の暗渠管接続用開口8に対するズレを抑えられる。すなわち、暗渠管1の端面を継手5x、5yの側面7aに平面的に突き当てるのではなく、暗渠管1同士を接続するための凸部13、凹部16を利用して、暗渠管1の凸部13、凹部16を、継手5x、5yの凹部19、凸部18に係合することで、振動などによる暗渠管1の暗渠管接続用開口8に対するズレを抑えられる。 As shown in FIG. 2 (c), the convex portion 13 of the end surface of the underdrain pipe 1 is engaged with the concave portion 19 formed on one side surface 7a of the side groove underdrain pipe connecting joint 5x, and the concave portion 16 of the end surface of the underdrain pipe 1 is engaged. Is engaged with the convex portion 18 formed on one side surface 7a of the side groove underdrain pipe connecting joint 5y, so that the connection rigidity is increased, and the automobile passes through the road above the underdrain pipe 1 and loads the underdrain pipe 1. It is possible to suppress the deviation of the underdrain pipe 1 with respect to the underdrain pipe connecting opening 8 caused by the addition of fluctuations. That is, instead of abutting the end surface of the underdrain pipe 1 against the side surface 7a of the joint 5x and 5y in a plane, the convex portion 13 and the concave portion 16 for connecting the underdrain pipes 1 are used to make the convex portion of the underdrain pipe 1 convex. By engaging the portions 13 and the concave portions 16 with the concave portions 19 and the convex portions 18 of the joints 5x and 5y, it is possible to suppress the displacement of the underdrain pipe 1 with respect to the underdrain pipe connecting opening 8 due to vibration or the like.

図3(a)に示す暗渠管1を図5(a)に示す側溝暗渠管接続継手5xに接続する際、暗渠管1の収容部17に備えられたネジ棒(図示省略)が継手5xの一方の側面7aに埋設された雌ネジ部材20に螺合され、図3(b)に示す暗渠管1を図4(a)に示す側溝暗渠管接続継手5yに接続する際、暗渠管1の収容部17に備えられたネジ棒(図示省略)が継手5yの一方の側面7aに埋設された雌ネジ部材20に螺合される。このように、暗渠管1同士を連結するためのネジ棒を利用して暗渠管1と継手5x、5yとを接続しているので、接続剛性が更に高まり、暗渠管1の上方の道路を自動車が通過して暗渠管1に荷重変動が加わることによって生じる、暗渠管1の暗渠管接続用開口19に対するズレを一層抑えられる。 When the underdrain pipe 1 shown in FIG. 3A is connected to the side groove underdrain pipe connecting joint 5x shown in FIG. 5A, a screw rod (not shown) provided in the accommodating portion 17 of the underdrain pipe 1 is attached to the joint 5x. When the underdrain pipe 1 shown in FIG. 3B is screwed to the female screw member 20 embedded in one side surface 7a and connected to the side groove underdrain pipe connecting joint 5y shown in FIG. 4A, the underdrain pipe 1 is connected. A screw rod (not shown) provided in the accommodating portion 17 is screwed into the female screw member 20 embedded in one side surface 7a of the joint 5y. In this way, since the underdrain pipe 1 and the joints 5x and 5y are connected by using the screw rod for connecting the underdrain pipe 1 to each other, the connection rigidity is further increased, and the road above the underdrain pipe 1 is driven by an automobile. The deviation of the underdrain pipe 1 with respect to the underdrain pipe connecting opening 19 caused by the load fluctuation applied to the underdrain pipe 1 can be further suppressed.

図2(c)に示すように、側溝暗渠管接続継手5xの他方の側面7bに、側溝2の下面が載置される載置板21を設け、側溝暗渠管接続継手5yの他方の側面7bに、側溝2の下面が載置される載置板21を設けたので、経年経過時の地盤沈下による側溝2の側溝接続用開口9に対する上下ズレを防止できる。また、図2(b)、図4(b)、図5(b)に示すように、継手5x、5yの他方の側面7bに、載置板21に側溝2を上方から載せる際に側溝2の左右の側部が案内される一対の縦壁22を設けたので、経年経過時の側溝2の側溝接続用開口9に対する左右ズレを防止できる。 As shown in FIG. 2 (c), a mounting plate 21 on which the lower surface of the gutter 2 is placed is provided on the other side surface 7b of the gutter underdrain pipe connecting joint 5x, and the other side surface 7b of the gutter underdrain pipe connecting joint 5y is provided. Since the mounting plate 21 on which the lower surface of the gutter 2 is mounted is provided, it is possible to prevent the gutter 2 from shifting up and down with respect to the gutter connecting opening 9 due to the ground subsidence over time. Further, as shown in FIGS. 2 (b), 4 (b), and 5 (b), the gutter 2 is placed on the other side surface 7b of the joint 5x and 5y when the gutter 2 is mounted on the mounting plate 21 from above. Since a pair of vertical walls 22 are provided to guide the left and right side portions of the gutter, it is possible to prevent the gutter 2 from shifting to the left and right with respect to the gutter connecting opening 9 over time.

図4(b)、図5(b)、図9に示すように、一対の縦壁22が下部から上部に向かって間隔が広くなるようにスロープ状に形成されているので、側溝2を上方から載置板21に載せる際、センタリング性が高まり、側溝2を側溝接続用開口9に容易に位置合わせでき、施工の作業性が向上する。また、一対の縦壁22が下部から上部に向かって間隔が広くなるようにスロープ状に形成されているので、製造時に型枠に生コンクリートを流し込んで打設した後、型枠から抜き易い。 As shown in FIGS. 4 (b), 5 (b), and 9, the pair of vertical walls 22 are formed in a slope shape so as to widen the distance from the lower part to the upper part, so that the gutter 2 is upward. When the gutter is mounted on the mounting plate 21, the centering property is improved, the gutter 2 can be easily aligned with the gutter connecting opening 9, and the workability of construction is improved. Further, since the pair of vertical walls 22 are formed in a slope shape so as to widen the space from the lower part to the upper part, it is easy to remove the ready-mixed concrete from the formwork after pouring the ready-mixed concrete into the formwork at the time of manufacturing.

図4(b)、図5(b)、図6に示すように、一対の縦壁22が継手本体7の他方の側面7bから離間するにつれて間隔が広くなるようにテーパー状に形成されているので、側溝2を継手本体7の他方の側面7bに近づける際、センタリング性が高まり、側溝2を側溝接続用開口9に容易に位置合わせでき、施工の作業性が向上する。また、一対の縦壁22が継手本体7の他方の側面7bから離間するにつれて間隔が広くなるようにテーパー状に形成されているので、製造時に型枠に生コンクリートを流し込んで打設した後、型枠から抜き易い。 As shown in FIGS. 4 (b), 5 (b), and 6, the pair of vertical walls 22 are formed in a tapered shape so as to increase the distance from the other side surface 7b of the joint body 7. Therefore, when the gutter 2 is brought closer to the other side surface 7b of the joint body 7, the centering property is enhanced, the gutter 2 can be easily aligned with the gutter connecting opening 9, and the workability of construction is improved. Further, since the pair of vertical walls 22 are formed in a tapered shape so that the distance becomes wider as the distance from the other side surface 7b of the joint body 7 increases, ready-mixed concrete is poured into the formwork at the time of manufacturing and then placed. Easy to remove from the formwork.

図2(b)、図2(c)に示すように、継手本体7と側溝2との間に形成されたスリット25にゴミ取用金網24を上方から差し入れることで、側溝2を雨水と共に流れる落ち葉、ゴミ、小石等をゴミ取用金網24によって捕集でき、落ち葉、ゴミ、小石等が暗渠管に流れ込む事態を回避できる。 As shown in FIGS. 2 (b) and 2 (c), by inserting the dust collecting wire mesh 24 into the slit 25 formed between the joint body 7 and the side groove 2 from above, the side groove 2 is inserted together with rainwater. The flowing fallen leaves, dust, pebbles, etc. can be collected by the dust collecting wire mesh 24, and the situation where the fallen leaves, dust, pebbles, etc. flow into the gutter can be avoided.

図9に示すように、厚板状の継手本体7の一方の側面7aに形成された金網用凹部23と、その側面7aに接続される側溝2の端面の肉厚部とを協働させてスリット25を形成しているので、例えば、図5(b)に示す継手本体7の頂面6の板厚方向の中央にゴミ取用金網24用のスリットを鉛直方向にコンクリート打設により形成する場合に必要となる中子が不要となり、継手本体7を低コストに製造できる。 As shown in FIG. 9, the wire mesh recess 23 formed on one side surface 7a of the plate-shaped joint body 7 and the thick portion of the end surface of the side groove 2 connected to the side surface 7a are made to cooperate with each other. Since the slit 25 is formed, for example, a slit for the dust collecting wire mesh 24 is formed in the center of the top surface 6 of the joint body 7 shown in FIG. 5B in the plate thickness direction by placing concrete in the vertical direction. The core, which is required in some cases, is no longer required, and the joint body 7 can be manufactured at low cost.

なお、ゴミ取用金網24に捕集された落ち葉、ゴミ、小石等は、側溝暗渠管接続継手5x、5yに隣接する側溝2の蓋板2aを取り外し、上方から除去できる。また、指入凹部26に指を差し入れてゴミ取用金網24を引き上げることで、側溝2から暗渠管1の内部を点検でき、内部に侵入した落ち葉、ゴミ、小石等を掻き出すこともできる。 The fallen leaves, dust, pebbles, etc. collected in the dust collecting wire mesh 24 can be removed from above by removing the lid plate 2a of the gutter 2 adjacent to the gutter underdrain pipe connecting joint 5x and 5y. Further, by inserting a finger into the finger insertion recess 26 and pulling up the dust collecting wire mesh 24, the inside of the underdrain pipe 1 can be inspected from the gutter 2, and the fallen leaves, dust, pebbles and the like that have invaded the inside can be scraped out.

本発明は、側溝と暗渠管とを接続する側溝暗渠管接続継手及びその接続構造に利用できる。 INDUSTRIAL APPLICABILITY The present invention can be used for a gutter underdrain pipe connection joint for connecting a gutter and an underdrain pipe and a connection structure thereof.

1 暗渠管
2 側溝
5x 側溝暗渠管接続継手
5y 側溝暗渠管接続継手
6 頂面
7 継手本体
7a 一方の側面
7b 他方の側面
8 暗渠管接続用開口
9 側溝接続用開口
10 通路
11 暗渠管の端面
13 暗渠管の凸部
14 暗渠管の端面
16 暗渠管の凹部
18 側溝暗渠管接続継手の凸部
19 側溝暗渠管接続継手の凹部
20 雌ネジ部材
21 載置板
22 一対の縦壁
23 金網用凹部
25 スリット
1 Underdrain pipe 2 Side groove 5x Side groove Underdrain pipe connection joint 5y Side groove Underdrain pipe connection joint 6 Top surface 7 Joint body 7a One side surface 7b The other side surface 8 Underdrain pipe connection opening 9 Side groove connection opening 10 Passage 11 Underdrain pipe end surface 13 Convex part of the underdrain pipe 14 End face of the underdrain pipe 16 Recessed part of the underdrain pipe 18 Side groove Convex part of the underdrain pipe connection joint 19 Side groove Recessed part of the underdrain pipe connection joint 20 Female screw member 21 Mounting plate 22 Pair of vertical walls 23 Recessed part for wire mesh 25 slit

Claims (10)

道路に埋設される暗渠管と道路に敷設される側溝とを接続する側溝暗渠管接続継手であって、
鉛直方向に沿った厚板状に形成され、頂面を除いて道路に埋設されるコンクリート製の継手本体を有し、該継手本体の一方の側面に、暗渠管が接続される暗渠管接続用開口が形成され、前記継手本体の他方の側面に、側溝が接続される側溝接続用開口が形成され、前記継手本体の内部に、前記側溝接続用開口と前記暗渠管接続用開口とを繋ぐ通路が形成されており
前記側溝が接続される前記継手本体の他方の側面に、上部が前記継手本体の頂面に開放された金網用凹部が、前記側溝接続用開口を内包するように形成され、前記継手本体の他方の側面に前記側溝が接続されたとき、前記側溝の端面と前記金網用凹部との間にゴミ取用金網を前記継手本体の頂面の上方から差し入れるためのスリットが形成される、ことを特徴とする側溝暗渠管接続継手。
A gutter underdrain pipe connecting joint that connects an underdrain pipe buried in a road and a gutter laid on a road.
For connecting an underdrain pipe, which has a concrete joint body formed in a plate shape along the vertical direction and buried in the road except for the top surface, and an underdrain pipe is connected to one side surface of the joint body. An opening is formed, a gutter connecting opening to which a gutter is connected is formed on the other side surface of the joint body, and a passage connecting the gutter connecting opening and the underdrain pipe connecting opening is formed inside the joint body. There are formed,
On the other side surface of the joint body to which the gutter is connected, a wire mesh recess whose upper portion is open to the top surface of the joint body is formed so as to include the opening for connecting the gutter, and the other side of the joint body. When the gutter is connected to the side surface of the joint body, a slit is formed between the end surface of the gutter and the recess for the gutter to insert the dust collecting wire net from above the top surface of the joint body. Characterized gutter underdrain pipe connection fitting.
前記暗渠管が接続される前記継手本体の一方の側面に、前記暗渠管同士を連結するため前記暗渠管の端面に形成された凸部又は凹部と係合する凹部又は凸部が形成されている、ことを特徴とする請求項1に記載の側溝暗渠管接続継手。 On one side surface of the joint body to which the underdrain pipe is connected, a concave portion or a convex portion that engages with the convex portion or the concave portion formed on the end surface of the underdrain pipe for connecting the underdrain pipes is formed. The side groove underdrain pipe connection joint according to claim 1, wherein the joint is characterized by the above. 前記暗渠管が接続される前記継手本体の一方の側面に、前記暗渠管同士を連結するため前記暗渠管に備えられたボルト又はネジ棒と螺合する雌ネジ部材が埋設されている、ことを特徴とする請求項2に記載の側溝暗渠管接続継手。 A female screw member screwed with a bolt or a screw rod provided in the underdrain pipe to connect the underdrain pipes is embedded in one side surface of the joint body to which the underdrain pipe is connected. The side groove underdrain pipe connection joint according to claim 2. 前記側溝が接続される前記継手本体の他方の側面に、前記側溝の下面が載置される載置板が設けられていると共に、該載置板に前記側溝を上方から載せる際に前記側溝の左右の側部が案内される一対の縦壁が前記側溝接続用開口を挟むように左右に間隔を隔てて設けられている、ことを特徴とする請求項1から3の何れか1項に記載の側溝暗渠管接続継手。 On the other side surface of the joint body to which the gutter is connected, a mounting plate on which the lower surface of the gutter is mounted is provided, and when the gutter is mounted on the mounting plate from above, the gutter 6. Gutter underdrain pipe connection fitting. 前記一対の縦壁は、下部から上部に向かって間隔が広くなるようにスロープ状に形成されている、ことを特徴とする請求項4に記載の側溝暗渠管接続継手。 The gutter underdrain pipe connection joint according to claim 4, wherein the pair of vertical walls are formed in a slope shape so as to widen the space from the lower part to the upper part. 前記一対の縦壁は、更に、前記継手本体の他方の側面から離間するにつれて間隔が広くなるようにテーパー状に形成されている、ことを特徴とする請求項5に記載の側溝暗渠管接続継手。 The gutter underdrain pipe connection joint according to claim 5, wherein the pair of vertical walls are further formed in a tapered shape so that the distance becomes wider as the distance from the other side surface of the joint body increases. .. 前記継手本体の頂面に、前記金網用凹部に繋げて、前記ゴミ取用金網を指で引き上げるための指入凹部が形成されている、ことを特徴とする請求項1から6の何れか1項に記載の側溝暗渠管接続継手。 Any one of claims 1 to 6 , wherein a finger-insertion recess is formed on the top surface of the joint body, which is connected to the wire mesh recess and for pulling up the dust-removing wire mesh with a finger. Gutter underdrain pipe connection fittings as described in the section. 請求項2又は3に記載された側溝暗渠管接続継手の接続構造であって、
前記継手本体の一方の側面に形成された凹部又は凸部に、前記暗渠管同士を連結するため前記暗渠管の端面に形成された凸部又は凹部が係合されている、ことを特徴とする側溝暗渠管接続継手の接続構造。
The connection structure of the gutter underdrain pipe connection joint according to claim 2 or 3.
It is characterized in that a convex portion or a concave portion formed on an end surface of the underdrain pipe is engaged with a concave portion or a convex portion formed on one side surface of the joint body in order to connect the underdrain pipes to each other. Connection structure of side groove underdrain pipe connection joint.
請求項4から6の何れか1項に記載された側溝暗渠管接続継手の接続構造であって、
前記継手本体の他方の側面に設けられた前記載置板に、前記側溝の下面が載置され、
前記継手本体の他方の面に設けられた前記一対の縦壁の間に、前記側溝が挟まれるように配設されている、ことを特徴とする側溝暗渠管接続継手の接続構造。
The connection structure of the gutter underdrain pipe connection joint according to any one of claims 4 to 6.
The lower surface of the gutter is placed on the above-mentioned mounting plate provided on the other side surface of the joint body.
Connecting structure of the during the joint body of the other of the pair provided on the side surface vertical wall, wherein the groove is disposed so as to be sandwiched, gutters culvert pipe connection fitting, characterized in that.
請求項1からの何れか1項に記載された側溝暗渠管接続継手の接続構造であって、
前記継手本体の他方の側面に、前記金網用凹部を覆うように前記側溝が接続され、
前記側溝の端面と前記金網用凹部との間に形成された前記スリットに、前記ゴミ取用金網が前記継手本体の頂面の上方から差し入れられている、ことを特徴とする側溝暗渠管接続継手の接続構造。
The connection structure of the gutter underdrain pipe connection joint according to any one of claims 1 to 7.
The gutter is connected to the other side surface of the joint body so as to cover the wire mesh recess.
A gutter underdrain pipe connection joint characterized in that the dust collecting wire mesh is inserted from above the top surface of the joint body into the slit formed between the end surface of the gutter and the recess for the wire mesh. Connection structure.
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5120360U (en) * 1974-08-01 1976-02-14
JPS591791U (en) * 1982-06-28 1984-01-07 前田製管株式会社 box culvert
JPS59151991U (en) * 1983-03-25 1984-10-11 富山コンクリ−ト工業株式会社 U-shaped waterway block
JPS62176277U (en) * 1986-04-26 1987-11-09
JPS63126484U (en) * 1987-02-13 1988-08-18
JPH0484485U (en) * 1990-11-30 1992-07-22
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

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5120360U (en) * 1974-08-01 1976-02-14
JPS591791U (en) * 1982-06-28 1984-01-07 前田製管株式会社 box culvert
JPS59151991U (en) * 1983-03-25 1984-10-11 富山コンクリ−ト工業株式会社 U-shaped waterway block
JPS62176277U (en) * 1986-04-26 1987-11-09
JPS63126484U (en) * 1987-02-13 1988-08-18
JPH0484485U (en) * 1990-11-30 1992-07-22
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

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