JP2005009279A - Holed drain side ditch and catch basin - Google Patents

Holed drain side ditch and catch basin Download PDF

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Publication number
JP2005009279A
JP2005009279A JP2003200784A JP2003200784A JP2005009279A JP 2005009279 A JP2005009279 A JP 2005009279A JP 2003200784 A JP2003200784 A JP 2003200784A JP 2003200784 A JP2003200784 A JP 2003200784A JP 2005009279 A JP2005009279 A JP 2005009279A
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Japan
Prior art keywords
view
water
present
hole
synthetic resin
Prior art date
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Pending
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JP2003200784A
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Japanese (ja)
Inventor
Masatoshi Amano
昌敏 天野
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Individual
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Individual
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a drain side ditch and a catch basin for making effective use of natural water with no waste while mutually returning flowing water/spring water, serving themselves for suppressing ground wash-out disasters and contributing to suppressing environmental destruction. <P>SOLUTION: The U-shaped groove and the catch basin each have a plurality of of holes 1 for making effective use of natural water with no waste while mutually returning flowing water/spring water. They are served for suppressing ground wash-out disasters by absorbing and discharging underground spring water due to a great amount of rainwater for a long time. Such products are commercialized by recycling industrial waste plastics. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
この発明は元来排水側溝は雨水を河川まで排水することが最大の目的であってコンクリートで固めたU型側溝で貴重な水をそのまま海に導き捨てることになっていた、環境にやさしい物造りを要求されている現在では勿体無い事である。又従来はU型側溝等地中構造物は強度並びに浮力に耐える重量が要求されて、合成樹脂製品では対応が難しかったが、多数の通水穴を設けることにより地下水位の上昇下降による空圧水圧は完全に排除される。尚合成樹脂が活用出来る事により、廃棄物再利用処理により埋立て処理量の削減にも寄与する事になり環境にやさしい物造りのための装置である。
【0002】
【従来の技術】
従来のU字型側溝は100%排水するだけの目的に利用されていた。
【0003】
【発明が解決しようとする課題】
したがって、本発明は無数の通気・通水丸穴(1)を施す事により地中に浸透させ潤いを与えながら余った水だけを排水処理することが可能であり、又雨期等地中に相当の含水があるときは通水丸穴(1)により逆にU字型側溝内に浸透集水させながら排水処理をさせることが可能である。又この作用を逆利用することにより、比重の軽い合成樹脂製品を用いた場合、周りの空気及び水が吸収され浮力が抑止されて製品の浮き上りの防止が可能となる。産業廃棄物を原料として再活用し可能な限り合成樹脂製U字多孔型側溝
【図5】及び
【図9】を使用すれば、施工面でもクレーン等の使用も少なくてすみ環境に対するやさしさと廃棄物再利用による減量化と経費節減を考えて発明されたものである。
【0004】
【課題を解決するための手段】
いま、ここにその構成を説明すると、
(イ)排水側溝又は溜桝壁面及び底面に均等あるいは千鳥状に配列された【図7】、【図8】、【図5】、【図9】の(1)通水用丸穴を設ける。
(ロ)(イ)の内【図5】及び【図9】の外面には容器のたわみを防止する縦板、(2)たわみ防止補強板及び、たわみ防止補強と浮力抑止を兼ねた横板、(3)たわみ防止及び浮力抑止板を本体と一体化して設ける。
(ハ)【図5】左右の(10)蓋掛り縁枠は両端部と中央部に(9)張出し防止補強部材を本体と一体化して設ける。
(ニ)【図5】本体両端部の一方全面には(5)連結用オス突起部を施し、反対側一方全面には(4)連結用メス溝部を設ける。
(ホ)(1)通水用丸穴は各製品とも【図6】拡大図のように外面より内面の方の穴の大きさを少し小さく施す。
以上のように装置する。
【0005】
【発明の実施の形態】
次に本発明の実施の形態を述べると、
以上のような構造であるから本体の設置埋め戻しには流水、通気性を高めるため再生砕石により行う事とする。
【図5】多孔型側溝については(5)連結用オス突起部(4)連結用メス溝部のかみ合わせにより接続させるので、
【図7】多孔型側溝の場合のように目地モルタル施工を必要としない。
【0006】
【発明の効果】
だから本発明は貴重な水を有効に活用し余った水だけを排水して、地中に潤いを与え環境にやさしさを施すものである。
【図面の簡単な説明】
【図1】
【本発明の多孔型側溝断面図】コンクリート製
【図2】
【本発明の多孔型側溝断面図】合成樹脂製
【図3】
【本発明の図1の側面図】コンクリート製
【図4】
【本発明の図2の側面図】合成樹脂製
【図5】
【本発明の図2の斜視図】合成樹脂製
【図6】
【本発明の各図の(1)通水用丸穴拡大図】コンクリート製・合成樹脂製共通
【図7】
【本発明の図1の斜視図】コンクリート製
【図8】
【多孔型溜桝斜視図】コンクリート製
【図9】
【多孔型溜桝斜視図】合成樹脂製
【符号の説明】
(1)・は通水用丸穴
(2)・はたわみ防止補強板
(3)・はたわみ防止補強及び浮力抑止板
(4)・は連結用メス溝部
(5)・は連結用オス突起部
(6)・は側壁部
(7)・は側壁内側
(8)・は側壁外側
(9)・は張出し防止補強部材
(10)・は蓋掛り縁枠
[0001]
BACKGROUND OF THE INVENTION
Originally, the drainage ditch was originally designed to drain rainwater to the river, and it was a U-shaped gutter that was hardened with concrete. It is unreasonable at present that is required. Conventionally, underground structures such as U-shaped side ditches are required to have strength and weight to withstand buoyancy, and it has been difficult to handle with synthetic resin products. Water pressure is completely eliminated. In addition, since synthetic resin can be used, it contributes to the reduction of the amount of landfill processing through waste recycling, and it is an environment-friendly device for manufacturing.
[0002]
[Prior art]
Conventional U-shaped side grooves have been used only for the purpose of draining 100%.
[0003]
[Problems to be solved by the invention]
Therefore, in the present invention, by applying innumerable ventilation / water flow round holes (1), it is possible to drain only the surplus water while permeating into the ground and moisturizing it, and in the rainy season, etc. When there is water content, the drainage treatment can be performed while permeating and collecting water into the U-shaped side groove by the water passage round hole (1). Further, by reversely utilizing this action, when a synthetic resin product having a low specific gravity is used, the surrounding air and water are absorbed and the buoyancy is suppressed, thereby preventing the product from rising. Reuse industrial waste as a raw material and use synthetic resin U-shaped porous gutters as much as possible [Fig. 5] and [Fig. 9]. It was invented in consideration of weight reduction and cost savings by reusing materials.
[0004]
[Means for Solving the Problems]
Now, to explain its configuration here,
(I) Drain side ditch or basin wall surface and bottom are evenly or staggeredly arranged (Fig. 7, Fig. 8, Fig. 5 and Fig. 9) (1) Water passage round holes are provided .
(B) Inside of (b) [Fig. 5] and [Fig. 9], the outer surface is a vertical plate that prevents the container from being bent, (2) A deflection preventing reinforcing plate, and a horizontal plate that serves both as a deflection preventing reinforcement and a buoyancy suppression (3) A deflection prevention and buoyancy suppression plate is provided integrally with the main body.
(C) [FIG. 5] (9) The left and right (10) lid-hanging frame is provided with (9) an overhang prevention reinforcing member integrated with the main body at both ends and the center.
(D) [FIG. 5] (5) A connecting male projection is provided on one entire surface of both ends of the main body, and (4) a connecting female groove is provided on one entire surface on the opposite side.
(E) (1) For each product, the round holes for water flow are made slightly smaller in size toward the inner surface than the outer surface as shown in the enlarged view of FIG.
The apparatus is as described above.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
Next, an embodiment of the present invention will be described.
Because of the structure as described above, the backfilling of the main body is carried out with recycled crushed stones in order to improve running water and air permeability.
FIG. 5 shows that the porous side groove is connected by meshing (5) connecting male projection (4) connecting female groove,
FIG. 7 does not require joint mortar construction as in the case of perforated side grooves.
[0006]
【The invention's effect】
Therefore, the present invention drains only the excess water that effectively uses precious water, moisturizes the ground, and makes the environment gentle.
[Brief description of the drawings]
[Figure 1]
[Cross-sectional view of the porous side groove of the present invention] Made of concrete [Figure 2]
[Cross-sectional view of the porous side groove of the present invention] Made of synthetic resin [Figure 3]
[Side view of the present invention in FIG. 1] Made of concrete [FIG. 4]
[Side view of FIG. 2 of the present invention] Made of synthetic resin [FIG. 5]
[A perspective view of FIG. 2 of the present invention] Made of synthetic resin [FIG. 6]
[(1) Enlarged view of round hole for water flow in each figure of the present invention] Common to concrete and synthetic resin [Figure 7]
[The perspective view of FIG. 1 of the present invention] Made of concrete [FIG. 8]
[Perforated basin perspective view] Made of concrete [Figure 9]
[Perforated reservoir perspective view] Made of synthetic resin [Explanation of symbols]
(1) · Round hole for water flow (2) · Bending prevention reinforcing plate (3) · Bending prevention reinforcing and buoyancy suppression plate (4) · Connection female groove (5) · Connection male projection (6) · is the side wall (7) · is the side wall inside (8) · is the side wall outside (9) · is the overhang prevention reinforcement member (10) · is the lid edge frame

【発明の詳細な説明】
【0001】発明の属する技術分野
この発明は元来排水側溝及び水路は雨水を河川あるいは海まで排水することが最大の目的であってコンクリートで固めたU型側溝及び水路で貴重な水をそのまま海に導き捨てることになっていたが、環境にやさしい物造りを要求されている現在では勿体ない事である。末端放流に至るまでに途中の地質に応じて浸透排出した、或いは浸透吸水をさせて地中含水量の調整を保ちながら自然に潤いと環境にやさしさをもたらすものである。又従来はU型側溝及び水路は強度並びに浮力に耐える重量が要求されて、合成樹脂製品では対応が難しかったが、多数の通水穴(1)を設けることにより地下水位の上昇下降による空圧水圧は抑止又は排除されるので合成樹脂が活用出来る事により、廃棄物再利用処理により埋め立て処理量の削減にも寄与する事になり環境にやさしい物造りのための装置である。
【0002】従来の技術
従来のU字型側溝及び水路は殆どがコンクリート製品で排水するだけの目的だけに利用されていた。
【0003】発明が解決しようとする課題
したがって、本発明は数の通気・通水穴(1)を施すことにより乾いた地中に浸透させ潤いを与えながら、多含水湿地からは浸透吸水させ通水穴(1)により逆にU字型側溝又は水路内に浸透集水させながら余った水だけを排水処理することが可能である。したがって従来斜面舗装道路等は短時間に多量又は長期間降雨の場合舗装下地盤の含水圧が上がり舗装面を持ち上げ崩壊を起こしていたが、この水抜き作用により抑止可能となった。又この作用を逆利用することにより、比重の軽い合成樹脂製品を用いた場合、周りの空気及び水が吸収され浮力が抑止されて製品の浮き上がりの防止可能とした。産業廃棄物を原料として再活用し可能な限り合成樹脂製U字多孔型側溝【図5】及び多孔型溜桝【図9】を使用すれば、施工面でもクレーン等の使用も少なくてすみ環境に対するやさしさと廃棄物再利用による埋め立て減量化と経費節減をも考えて発明されたものである。
【0004】課題を解決するための手段
いま、ここにその構成を説明すると、
(イ)排水側溝及び水路又は溜桝壁面及び底面に均等あるいは千鳥状に配列された【図6】の網状キャップ(13)をかぶせた通水穴(1)を【図7】、【図8】、【図5】、【図9】、【図10】、に設ける。
(ロ)(イ)の内【図5】及び【図9】の外面には容器のたわみを防止する縦板、たわみ防止補強板(2)及び、たわみ防止補強と浮力抑止を兼ねた横板、たわみ防止及び浮力抑止板(3)を本体と一体化して設ける。
(ハ)【図5】左右の蓋掛り縁枠(10)は両端部と中央部に張出し防止補強部材(9)を本体と一体化して設ける。
(ニ)【図5】本体両端部の一方全面には連結用オス突起部(5)を施し、反対側一方全面には連結用メス溝部(4)を設けて上下左右のずれをなくする。
(ホ)通水穴(1)は各製品とも【図6】通水穴拡大図のように型枠の構成により外側・内側関係なく型枠に取り付ける突起物の取り付け部側を太くし片方を少し細くして先端に網状キャップ(13)をかぶせて成型し脱型後本体内に残留固定する。
以上のように装置する。
【0005】発明の実施の形態
次に本発明の実施の形態を述べると、
以上のような構造であるから本体の設置埋め戻しには流水、通気性を高めるため再生砕石により行うこととする。【図5】多孔型側溝(合成樹脂製)については連結用オス突起部(5)連結用メス溝部(4)のかみ合わせにより接続させるので、【図7】多孔型側溝(コンクリート製)の場合のように目地モルタル施工を必要としない。
【0006】発明の効果
だから本発明は貴重な水を有効に活用し余った水だけを排水して、地中に潤いを与え尚且つ長期多降雨の際に地中含水量を抑制し災害防止に役立ち環境にやさしさを施すものである。
DETAILED DESCRIPTION OF THE INVENTION
[0001] as sea art precious water This invention originally drainage ditch and canals in U-groove and waterways hardened rainwater a river or object to drainage up to sea concrete Field of the Invention It was supposed to throw away lead to, but is currently a waste it is being requested a friendly thing building to the environment. It penetrates and discharges according to the geology on the way to the end discharge, or it absorbs water by osmosis and keeps the adjustment of the moisture content in the ground while naturally moistening and bringing gentleness to the environment. Conventionally, U-shaped side grooves and water channels are required to have strength and weight to withstand buoyancy, and it has been difficult to cope with synthetic resin products. However, by providing a large number of water passage holes (1) , air pressure due to rising and falling of the groundwater level by water pressure because it is suppressed or eliminated the synthetic resin can be utilized, a device for waste playback utilization process by landfill amount friendly Monotsukuri environmentally becomes possible to contribute to reduction.
[0002] Prior Art Conventional U-shaped groove and waterways have been used only for the purposes of only almost drained in concrete products.
[0003] In accordance Problems that the Invention is to solve, the present invention while providing moisture to penetrate into the ground to dry by applying a large number of ventilation-Tsusuiana (1), infiltrated water from the multi-water wetlands On the contrary, it is possible to drain only the surplus water while permeating and collecting water into the U-shaped side groove or water channel by the water passage hole (1). Therefore, conventional sloping paved roads, etc., when the amount of rainfall for a short time or for a long period of time, the water pressure of the pavement baseboard increased and the pavement surface was lifted and collapsed. Moreover by inversely utilizing this effect, in the case of using a light synthetic resin product having a specific gravity, is suppressed air pressure and water pressure is absorbed buoyancy around it made it possible to prevent the floating of the product. Reuse industrial waste as a raw material and use synthetic resin U-shaped perforated gutters as much as possible (Fig. 5) and perforated basins [Fig. 9]. It was invented in consideration of landfill reduction and cost reduction by recycling waste.
Means for Solving the Problems Now, the configuration will be described here.
(B) The water passage holes (1) covered with the mesh caps (13) of [Fig. 6] arranged evenly or in a staggered pattern on the drainage ditches and the walls and bottoms of the waterways or reservoirs [Fig. 7], [Fig. 8, FIG. 5, FIG. 9, and FIG. 10 .
(B) [5] of the (i), and [9], on the outer surface of the vertical plate to prevent the bending of the container, deflection preventing the reinforcing plate (2) and, also serves to prevent reinforcement and buoyancy suppress deflection A horizontal plate, a deflection prevention and buoyancy suppression plate (3) are provided integrally with the main body.
(C) [FIG. 5] The left and right lid hanging edge frames (10) are provided with an overhang prevention reinforcing member (9) integrally with the main body at both ends and the center.
(D) [Figure 5] While the entire coupling male projections of the body opposite ends subjected to (5), on the opposite side the other hand entirely eliminate the vertical and horizontal displacement provided connecting female groove (4) .
(E) Water flow hole (1) for each product [Fig. 6] As shown in the enlarged view of the water flow hole , thicken the attachment side of the protrusions attached to the mold regardless of the outside or inside depending on the configuration of the mold, The tip is slightly thinned, and the tip is covered with a mesh cap (13), molded, removed and fixed in the body.
The apparatus is as described above.
DETAILED DESCRIPTION OF THE INVENTION Next, an embodiment of the present invention will be described.
Because of the structure as described above, the backfilling of the main body is carried out by using recycled crushed stones or the like in order to improve running water and air permeability. [Fig. 5] Since the porous side groove (made of synthetic resin) is connected by meshing the connecting male projection (5) and the connecting female groove (4) , [Fig. 7] In the case of the porous side groove (made of concrete) No joint mortar construction is required.
[0006] Because of the effect of the invention, the present invention drains only excess water by effectively utilizing precious water, moisturizes the ground, and suppresses underground water content during long-term heavy rainfall, thereby preventing disasters. It is useful for the environment and is gentle.

【図面の簡単な説明】
【図1】【本発明の多孔型側溝断面図】コンクリート製
【図2】【本発明の多孔型側溝断面図】合成樹脂製
【図3】【本発明の図1の側面図】コンクリート製
【図4】【本発明の図2の側面図】合成樹脂製
【図5】【本発明の図2の斜視図】合成樹脂製
【図6】【本発明の各図の(1)通水穴拡大図】コンクリート製・合成樹脂製共通
【図7】【本発明の図1の斜視図】コンクリート製
【図8】【本発明の多孔型溜桝斜視図】コンクリート製
【図9】【本発明の多孔型溜桝斜視図】合成樹脂製
【図10】【本発明のL型水路断面図】
【図11】【本発明の型枠突起部取付け断面図】
【図12】【本発明の網状キャップ断面図】
【図13】【本発明の網状キャップ上部平面図】
【符号の説明】
(1)・は通水用穴
(2)・はたわみ防止補強板
(3)・はたわみ防止補強及び浮力抑止板
(4)・は連結用メス溝部
(5)・は連結用オス突起部
(6)・は側壁及び底部
(7)・は側壁内側又は外側
(8)・は側壁外側又は内側
(9)・は張出し防止補強部材
(10)・は蓋掛り縁枠
(11)・は排水パイプ接続口
(12)・は貫通用突起物
(13)・は網状キャップ
(14)・は鋼製型枠片面
(15)・は網状穴部
[Brief description of the drawings]
[Fig. 1] [Cross-sectional view of perforated side groove of the present invention] made of concrete [Fig. 2] [Cross-sectional view of perforated side groove of the present invention] made of synthetic resin [Fig. 3] [Side view of FIG. 4] [Side view of FIG. 2 of the present invention] Made of synthetic resin [FIG. 5] [Perspective view of FIG. 2 of the present invention] Made of synthetic resin [FIG. 6] [(1) Water passage hole of each figure of the present invention Enlarged view: Common made of concrete and synthetic resin [Fig. 7] [Perspective view of FIG. 1 of the present invention] Made of concrete [Fig. 8] [Perspective view of perforated reservoir of the present invention ] Made of concrete [Fig. 9] [ Invention ] made of porous-type reservoir桝斜plan view synthetic resin [L-type canals sectional view of FIG. 10] [invention]
[Fig. 11] [Cross sectional view of the projection of the mold of the present invention]
[Fig. 12] [Cross sectional view of the mesh cap of the present invention]
[FIG. 13] [Top view of the mesh cap of the present invention]
[Explanation of symbols]
(1) ・ Water hole (2) ・ Bending prevention reinforcing plate (3) ・ Bending prevention reinforcing and buoyancy suppression plate (4) ・ Connecting female groove (5) ・ Connecting male projection ( 6) · Side wall and bottom (7) · Side wall inside or outside (8) · Side wall outside or inside (9) · Overhang prevention reinforcement member (10) · Lid frame (11) · Drain pipe Connection port (12), through projection (13), mesh cap (14), steel mold one side (15), mesh hole

【0004】
いま、ここにその構成を説明すると、
(イ)排水側溝又は溜桝壁面及び底面に均等あるいは千鳥状に配列された【図7】、【図8】、【図5】、【図9】の(1)通水用丸穴を設ける。
(ロ)(イ)の内【図5】及び【図9】の外面には容器のたわみを防止する縦板、(2)たわみ防止補強板及び、たわみ防止補強と浮力抑止を兼ねた横板、(3)たわみ防止及び浮力抑止板を本体と一体化して設ける。
(ハ)【図5】左右の(10)蓋掛り縁枠は両端部と中央部に(9)張出し防止補強部材を本体と一体化して設ける。
(ニ)【図5】本体両端部の一方全面には(5)連結用オス突起部を施し、反対側一方全面には(4)連結用メス溝部を設ける。
(ホ)(1)通水用丸穴は各製品とも【図6】拡大図のように外面より内面の方の穴の大きさを少し小さく施す。
(ヘ)通水穴(1)は各製品とも【図6】及び【図11】のように型枠に取り付ける突起物の取付けにより作成する場合と、【図19】のように【図18】ノロ液進入防止穴なしはめ込み目皿(22)をはめたバネ式伸縮パイプ又は樹脂製及び金属パイプに(22)をはめて、パイプずれ止め突起針(27)に取付け埋め殺しの成型をし脱型後本体内に残留固定する。
以上のように装置する。
[0004]
Now, to explain its configuration here,
(I) Drain side ditch or basin wall surface and bottom are evenly or staggeredly arranged (Fig. 7, Fig. 8, Fig. 5 and Fig. 9) (1) Water passage round holes are provided .
(B) Inside of (b) [Fig. 5] and [Fig. 9], the outer surface is a vertical plate that prevents the container from being bent, (2) A deflection preventing reinforcing plate, and a horizontal plate that serves both as a deflection preventing reinforcement and a buoyancy suppression (3) A deflection prevention and buoyancy suppression plate is provided integrally with the main body.
(C) [FIG. 5] (9) The left and right (10) lid-hanging frame is provided with (9) an overhang prevention reinforcing member integrated with the main body at both ends and the center.
(D) [FIG. 5] (5) A connecting male projection is provided on one entire surface of both ends of the main body, and (4) a connecting female groove is provided on one entire surface on the opposite side.
(E) (1) For each product, the round holes for water flow are made slightly smaller in size toward the inner surface than the outer surface as shown in the enlarged view of FIG.
(F) The water passage hole (1) is created for each product by attaching protrusions attached to the mold as shown in Fig. 6 and Fig. 11, and as shown in Fig. 19 Insert (22) into a spring-type telescopic pipe or resin and metal pipe fitted with a fitting plate (22) without a Noro liquid intrusion prevention hole, and attach to the pipe misalignment protrusion protrusion needle (27), mold it for burying, and remove it. After the mold is fixed in the body.
The apparatus is as described above.

【図面の簡単な説明】
【図1】【本発明の多孔型側溝断面図】コンクリート製
【図2】【本発明の多孔型側溝断面図】合成樹脂製
【図3】【本発明の図1の側面図】コンクリート製
【図4】【本発明の図2の側面図】合成樹脂製
【図5】【本発明の図2の斜視図】合成樹脂製
【図6】【本発明の各図の(1)通水用丸穴拡大図】コンクリート製・合成樹脂製共通
【図7】【本発明の図1の斜視図】コンクリート製
【図8】【本発明の多孔型溜桝斜視図】コンクリート製
【図9】【本発明の多孔型溜桝斜視図】合成樹脂製
【図10】【本発明のL型水路断面図】
【図11】【本発明の型枠突起部取付け断面図】
【図12】【本発明の網状キャップ断面図】
【図13】【本発明の網状キャップ上部平面図】
【図14】【本発明の網状目皿側断面図】
【図15】【本発明の網状目皿側面図】
【図16】【本発明のノロ液進入防止穴なしはめ込み目皿側断面図】
【図17】【本発明のノロ液進入防止穴なしはめ込み目皿平面図】
【図18】【本発明のバネ式伸縮パイプ側面図】
【図19】【本発明の型枠パイプずれ止め突起針断面図】
【符号の説明】
(1)・は通水穴。
(2)・はたわみ防止補強板。
(3)・はたわみ防止補強及び浮力抑止板。
(4)・は連結用メス溝部。
(5)・は連結用オス突起部。
(6)・は側壁及び底部。
(7)・は側壁内側又は外側。
(8)・は側壁外側又は内側。
(9)・は張出し防止補強部材。
(10)・は蓋掛り縁枠。
(11)・は排水パイプ接続口。
(12)・は貫通用突起物。
(13)・は網状キャップ。
(14)・は鋼製型枠片面。
(15)・は網状穴部。
(16)・は網目穴部。
(17)・ははめ込み足部。
(18)・は円形網目皿。
(19)・は円形穴なし目皿。
(20)・はバネ。
(21)・はバネ止め。
(22)・はノロ液進入防止穴なしはめ込み目皿。
(23)・は伸縮受側パイプ。
(24)・は伸縮パイプ。
(25)・は型枠。
(26)・はバネ式伸縮パイプ。
(27)・はパイプずれ止め突起針。
[Brief description of the drawings]
[Fig. 1] [Cross-sectional view of perforated side groove of the present invention] made of concrete [Fig. 2] [Cross-sectional view of perforated side groove of the present invention] made of synthetic resin [Fig. 3] [Side view of FIG. 4] [Side view of FIG. 2 of the present invention] Made of synthetic resin [FIG. 5] [Perspective view of FIG. 2 of the present invention] Made of synthetic resin [FIG. 6] [(1) For water flow of each figure of the present invention Enlarged view of round hole] Made of concrete and synthetic resin [Fig. 7] [Perspective view of FIG. 1 of the present invention] Made of concrete [Fig. 8] [Perspective view of perforated basin of the present invention] Made of concrete [Fig. 9] [ Perspective view of the porous reservoir of the present invention] Made of synthetic resin [FIG. 10] [Cross sectional view of the L-shaped waterway of the present invention]
[Fig. 11] [Cross sectional view of the projection of the mold of the present invention]
[Fig. 12] [Cross sectional view of the mesh cap of the present invention]
[FIG. 13] [Top view of the mesh cap of the present invention]
FIG. 14 is a cross-sectional side view of the mesh plate of the present invention.
FIG. 15 is a side view of the mesh plate of the present invention.
FIG. 16 is a side cross-sectional view of a fitting pan without a noro liquid intrusion prevention hole of the present invention.
[Fig. 17] [Flat plan view of a fitting pan without a noro liquid intrusion prevention hole of the present invention]
FIG. 18 [Side view of the spring-type telescopic pipe of the present invention]
[FIG. 19] [Cross sectional view of the mold pipe slip prevention protrusion needle of the present invention]
[Explanation of symbols]
(1) is a water hole.
(2) ・ Bending prevention reinforcing plate.
(3)-Deflection prevention reinforcement and buoyancy suppression plate.
(4) · is the female groove for connection.
(5) · is a male projection for connection.
(6) is the side wall and bottom.
(7) · is the inside or outside of the side wall.
(8) · is the outside or inside of the side wall.
(9) · is an overhang prevention reinforcement member.
(10) · is a frame with a lid.
(11) is a drain pipe connection port.
(12) is a protrusion for penetration.
(13) · is a mesh cap.
(14) · is one side of a steel mold.
(15) is a mesh hole.
(16) is a mesh hole.
(17) ・ Fitting foot.
(18) is a circular mesh dish.
(19) · is a round holeless eye plate.
(20) · is a spring.
(21) · is a spring stopper.
(22) ・ Has an inset eye plate without a hole for preventing entry of liquid.
(23) · is a telescopic receiving side pipe.
(24) · is an expandable pipe.
(25) is the formwork.
(26) · is a spring-type telescopic pipe.
(27) · is a protruding needle for preventing pipe slippage.

【図面の簡単な説明】
【図1】「本発明の多孔型側溝断面図」コンクリート製
【図2】「本発明の多孔型側溝断面図」合成樹脂製
【図3】「本発明の図1の側面図」コンクリート製
【図4】「本発明の図2の側面図」合成樹脂製
【図5】「本発明の図2の斜視図」合成樹脂製
【図6】「本発明の各図の(1)通水穴拡大図」コンクリート製・合成樹脂製共通
【図7】「本発明の図1の斜視図」コンクリート製
【図8】「本発明の多孔型溜桝斜視図」コンクリート製
【図9】「本発明の多孔型溜桝斜視図」合成樹脂製
【図10】「本発明のL型水路断面図」
【図11】「本発明の型枠突起部取付け断面図」
【図12】「本発明の網状キャップ側断面図」
【図13】「本発明の網状キャップ上部平面図」
【図14】「本発明の網状目皿側断面図」
【図15】「本発明の網状目皿側面図」
【図16】「ノロ液進入防止穴なしはめ込み目皿側断面図」
【図17】「ノロ液進入防止穴なしはめ込み目皿平面図」
【図18】「バネ式伸縮パイプ側面図」
【図19】「型枠パイプずれ止め突起針断面図」
【図20】「多孔型透水性舗装用道路側溝斜視図」
【図21】「舗装止め集水誘導金属枠斜視図」
【符号の説明】
(1)・は通水穴。
(2)・はたわみ防止補強板。
(3)・はたわみ防止補強及び浮力抑止板。
(4)・は連結用メス溝部。
(5)・は連結用オス突起部。
(6)・は側壁及び底部。
(7)・は側壁内側又は外側。
(8)・は側壁外側又は内側。
(9)・は張出し防止補強部材。
(10)・は蓋掛り縁枠。
(11)・は排水パイプ接続口。
(12)・は貫通用突起物。
(13)・は網状キャップ。
(14)・は鋼製型枠片面。
(15)・は網状穴部。
(16)・は網目穴部。
(17)・ははめ込み足部。
(18)・は円形網目皿。
(19)・は円形穴なし目皿。
(20)・はバネ。
(21)・はバネ止め。
(22)・はノロ液進入防止穴なしはめ込み目皿。
(23)・は伸縮受側パイプ。
(24)・は伸縮パイプ。
(25)・は型枠。
(26)・はバネ式伸縮パイプ。
(27)・はパイプずれ止め突起針。
(28)・は舗装止め集水誘導金属枠はめ込み溝。
(29)・は浸透流水放出口A1.
(30)・は浸透流水放出口B
(31)・は浸透流水放出口A2
(32)・すだれ状打ち抜き金属網。
(33)・は集水誘導金属板。
[Brief description of the drawings]
[Fig. 1] [Cross-sectional view of perforated side groove of the present invention] made of concrete [Fig. 2] [Cross-sectional view of perforated side groove of the present invention] made of synthetic resin [Fig. 3] [Side view of FIG. 4] [Side view of FIG. 2 of the present invention] made of synthetic resin. [FIG. 5] “Perspective view of FIG. 2 of the present invention” made of synthetic resin. [FIG. 6] “(1) Water passage hole in each figure of the present invention” Enlarged view] Common to concrete and synthetic resin [Fig. 7] "Perspective view of Fig. 1 of the present invention" Made of concrete [Fig. 8] "Perspective view of the porous reservoir of the present invention" Made of concrete [Fig. 9] "Invention of the present invention [Figure 10] "L-shaped water channel cross section of the present invention"
FIG. 11 “Cross-sectional view of the mold projection of the present invention”
FIG. 12 is a cross-sectional side view of a mesh cap of the present invention.
FIG. 13 “Top view of mesh cap of the present invention”
FIG. 14 is a cross-sectional side view of a reticulated dish of the present invention.
FIG. 15 “Side view of the mesh plate of the present invention”
FIG. 16 is a side cross-sectional view of a fitting eyepiece without a noro liquid entry prevention hole.
[FIG. 17] “Top view of a fitting eye plate without a noro liquid entry prevention hole”
FIG. 18: “Spring-type telescopic pipe side view”
FIG. 19 “Cross-sectional view of a mold pipe pipe stopper protrusion needle”
[Figure 20] Perforated water-permeable pavement road side groove perspective view
[FIG. 21] “Pavement stop water collecting metal frame perspective view”
[Explanation of symbols]
(1) is a water hole.
(2) ・ Bending prevention reinforcing plate.
(3)-Deflection prevention reinforcement and buoyancy suppression plate.
(4) · is the female groove for connection.
(5) · is a male projection for connection.
(6) is the side wall and bottom.
(7) · is the inside or outside of the side wall.
(8) · is the outside or inside of the side wall.
(9) · is an overhang prevention reinforcement member.
(10) · is a frame with a lid.
(11) is a drain pipe connection port.
(12) is a protrusion for penetration.
(13) · is a mesh cap.
(14) · is one side of a steel mold.
(15) is a mesh hole.
(16) is a mesh hole.
(17) ・ Fitting foot.
(18) is a circular mesh dish.
(19) · is a round holeless eye plate.
(20) · is a spring.
(21) · is a spring stopper.
(22) ・ Has an inset eye plate without a hole for preventing entry of liquid.
(23) · is a telescopic receiving side pipe.
(24) · is an expandable pipe.
(25) is the formwork.
(26) · is a spring-type telescopic pipe.
(27) · is a protruding needle for preventing pipe slippage.
(28) · is a pavement stop water collecting induction metal frame fitting groove.
(29) is an osmotic water discharge outlet A1.
(30) is the osmotic water outlet B
(31) is the osmotic water outlet A2
(32) A comb-like stamped metal net.
(33) is a water collection induction metal plate.

【符号の説明】
(1)・は通水穴。
(2)・はたわみ防止補強板。
(3)・はたわみ防止補強及び浮力抑止板。
(4)・は連結用メス溝部。
(5)・は連結用オス突起部。
(6)・は側壁及び底部。
(7)・は側壁内側又は外側。
(8)・は側壁外側又は内側。
(9)・は張出し防止補強部材。
(10)・は蓋掛り縁枠。
(11)・は排水パイプ接続口。
(12)・は貫通用突起物。
(13)・は網状キャップ。
(14)・は鋼製型枠片面。
(15)・は網状穴部。
(16)・は網目穴部。
(17)・ははめ込み足部。
(18)・は円形網目皿。
(19)・は円形穴なし目皿。
(20)・はバネ。
(21)・はバネ止め。
(22)・はノロ液進入防止穴なしはめ込み目皿。
(23)・は伸縮受側パイプ。
(24)・は伸縮パイプ。
(25)・は型枠。
(26)・はバネ式伸縮パイプ。
(27)・はパイプずれ止め突起針。
(28)・は舗装止め集水誘導金属枠はめ込み溝。
(29)・は浸透流水放出口A1.
(30)・は浸透流水放出口B
(31)・は浸透流水放出口A2
(32)・すだれ状打ち抜き金属網又は鋼製圧接グレーチング。
(33)・は集水誘導金属板。
[Explanation of symbols]
(1) is a water hole.
(2) ・ Bending prevention reinforcing plate.
(3)-Deflection prevention reinforcement and buoyancy suppression plate.
(4) · is the female groove for connection.
(5) · is a male projection for connection.
(6) is the side wall and bottom.
(7) · is the inside or outside of the side wall.
(8) · is the outside or inside of the side wall.
(9) · is an overhang prevention reinforcement member.
(10) · is a frame with a lid.
(11) is a drain pipe connection port.
(12) is a protrusion for penetration.
(13) · is a mesh cap.
(14) · is one side of a steel mold.
(15) is a mesh hole.
(16) is a mesh hole.
(17) ・ Fitting foot.
(18) is a circular mesh dish.
(19) · is a round holeless eye plate.
(20) · is a spring.
(21) · is a spring stopper.
(22) ・ Has an inset eye plate without a hole for preventing entry of liquid.
(23) · is a telescopic receiving side pipe.
(24) · is an expandable pipe.
(25) is the formwork.
(26) · is a spring-type telescopic pipe.
(27) · is a protruding needle for preventing pipe slippage.
(28) · is a pavement stop water collecting induction metal frame fitting groove.
(29) is an osmotic water discharge outlet A1.
(30) is the osmotic water outlet B
(31) is the osmotic water outlet A2
(32) Interdigital punching metal mesh or steel pressure welding grating.
(33) is a water collection induction metal plate.

【図面の簡単な説明】
【図1】「本発明の多孔型側溝断面図」コンクリート製
【図2】「本発明の多孔型側溝断面図」合成樹脂製
【図3】「本発明の図1の側面図」コンクリート製
【図4】「本発明の図2の側面図」合成樹脂製
【図5】「本発明の図2の斜視図」合成樹脂製
【図6】「本発明の各図の(1)通水穴拡大図」コンクリート製・合成樹脂製共通
【図7】「本発明の図1の斜視図」コンクリート製
【図8】「本発明の多孔型溜桝斜視図」コンクリート製
【図9】「本発明の多孔型溜桝斜視図」合成樹脂製
【図10】「本発明のL型水路断面図」
【図11】「本発明の型枠突起部取付け断面図」
【図12】「本発明の網状キャップ側断面図」
【図13】「本発明の網状キャップ上部平面図」
【図14】「本発明の網状目皿側断面図」
【図15】「本発明の網状目皿側面図」
【図16】「ノロ液進入防止穴なしはめ込み目皿側断面図」
【図17】「ノロ液進入防止穴なしはめ込み目皿平面図」
【図18】「バネ式伸縮パイプ側面図」
【図19】「型枠パイプずれ止め突起針断面図」
【図20】「多孔型透水性舗装用道路側溝斜視図
【図21】「舗装止め集水誘導金属枠斜視図」
【図22】「振動はずれ防止フック付スプリング固定金具斜視図」
【図23】「はずれ防止フック受け穴付鋼製圧接集水誘導グレーチング」
【図24】「二次製品及び現場打設側溝の振動はずれ防止フック付スプリング取付け斜視図」
【図25】 「振動はずれ防止フック受け穴付固定金具斜視図」
【図26】「はずれ防止フック付舗装止め鋼製圧接集水誘導グレーチング」
【図27】「二次製品及び現場打設側溝の振動はずれ防止フック受け穴付固定金具取付け斜視図」
【符号の説明】
(1)・は通水穴。
(2)・はたわみ防止補強板。
(3)・はたわみ防止補強及び浮力抑止板。
(4)・は連結用メス溝部。
(5)・は連結用オス突起部。
(6)・は側壁及び底部。
(7)・は側壁内側又は外側。
(8)・は側壁外側又は内側。
(9)・は張出し防止補強部材。
(10)・は蓋掛り縁枠。
(11)・は排水パイプ接続口。
(12)・は貫通用突起物。
(13)・は網状キャップ。
(14)・は鋼製型枠片面。
(15)・は網状穴部。
(16)・は網目穴部。
(17)・ははめ込み足部。
(18)・は円形網目皿。
(19)・は円形穴なし目皿。
(20)・はバネ。
(21)・はバネ止め。
(22)・はノロ液進入防止穴なしはめ込み目皿。
(23)・は伸縮受側パイプ。
(24)・は伸縮パイプ。
(25)・は型枠。
(26)・はバネ式伸縮パイプ。
(27)・はパイプずれ止め突起針。
(28)・は舗装止め集水誘導金属枠はめ込み溝。
(29)・は浸透流水放出口A1.
(30)・は浸透流水放出口B
(31)・は浸透流水放出口A2
(32)・すだれ状打ち抜き金属網。
(33)・は集水誘導金属板。
(34)・ははずれ防止フック。
(35)・は埋め込みアンカーボルト。
(36)・ははめ込み固定鋼板。
(37)・ははずれ防止フック受け穴
(38)・は誘導排出用L型鋼板。
(39)・は集水舗装止め鋼製圧接グレーチング。
(40)・は溝蓋掛り部。
(41)・は側溝内側。
(42)・は振動はずれ防止フック付スプリング固定金具。
(43)・は排出口A。
(44)・は排出口B。
(45)・は排出口C。
(46)・は車道舗装側。
(47)・ははずれ防止フック受け穴。
(48)・は振動はずれ防止フック受け穴付固定金具。
(49)・ははずれ防止フック。
[Brief description of the drawings]
[Fig. 1] [Cross-sectional view of perforated side groove of the present invention] made of concrete [Fig. 2] [Cross-sectional view of perforated side groove of the present invention] made of synthetic resin [Fig. 3] [Side view of FIG. 4] [Side view of FIG. 2 of the present invention] made of synthetic resin. [FIG. 5] “Perspective view of FIG. 2 of the present invention” made of synthetic resin. [FIG. 6] “(1) Water passage hole in each figure of the present invention” Enlarged view] Common to concrete and synthetic resin [Fig. 7] "Perspective view of Fig. 1 of the present invention" Made of concrete [Fig. 8] "Perspective view of the porous reservoir of the present invention" Made of concrete [Fig. 9] "Invention of the present invention [Figure 10] "L-shaped water channel cross section of the present invention"
FIG. 11 “Cross-sectional view of the mold projection of the present invention”
FIG. 12 is a cross-sectional side view of a mesh cap of the present invention.
FIG. 13 “Top view of mesh cap of the present invention”
FIG. 14 is a cross-sectional side view of a reticulated dish of the present invention.
FIG. 15 “Side view of the mesh plate of the present invention”
FIG. 16 is a side cross-sectional view of a fitting eyepiece without a noro liquid entry prevention hole.
[FIG. 17] “Top view of a fitting eye plate without a noro liquid entry prevention hole”
FIG. 18: “Spring-type telescopic pipe side view”
FIG. 19 “Cross-sectional view of a mold pipe pipe stopper protrusion needle”
[Figure 20] Perforated water-permeable side pavement perspective view of water-permeable pavement [Figure 21] "Pavement stop water collection-inducing metal frame perspective view"
FIG. 22 is a perspective view of a spring fixing bracket with a hook for preventing vibration slippage.
FIG. 23 “Steel pressure-welded catching grating made of steel with hook prevention hole”
FIG. 24 “Spring mounting perspective view of secondary product and on-site placement side groove with spring for preventing vibration slippage”
[FIG. 25] “Rigid view of fixing bracket with hook receiving hole for preventing vibration slippage”
[FIG. 26] “Pavement-stopping steel pressure welding catchment grating with anti-separation hook”
FIG. 27 “A perspective view of attaching a fixing bracket with a hook receiving hole for preventing a vibration slippage of the secondary product and the side-placed side groove”
[Explanation of symbols]
(1) is a water hole.
(2) ・ Bending prevention reinforcing plate.
(3)-Deflection prevention reinforcement and buoyancy suppression plate.
(4) · is the female groove for connection.
(5) · is a male projection for connection.
(6) is the side wall and bottom.
(7) · is the inside or outside of the side wall.
(8) · is the outside or inside of the side wall.
(9) · is an overhang prevention reinforcement member.
(10) · is a frame with a lid.
(11) is a drain pipe connection port.
(12) is a protrusion for penetration.
(13) · is a mesh cap.
(14) · is one side of a steel mold.
(15) is a mesh hole.
(16) is a mesh hole.
(17) ・ Fitting foot.
(18) is a circular mesh dish.
(19) · is a round holeless eye plate.
(20) · is a spring.
(21) · is a spring stopper.
(22) ・ Has an inset eye plate without a hole for preventing entry of liquid.
(23) · is a telescopic receiving side pipe.
(24) · is an expandable pipe.
(25) is the formwork.
(26) · is a spring-type telescopic pipe.
(27) · is a protruding needle for preventing pipe slippage.
(28) · is a pavement stop water collecting induction metal frame fitting groove.
(29) is an osmotic water discharge outlet A1.
(30) is the osmotic water outlet B
(31) is the osmotic water outlet A2
(32) A comb-like stamped metal net.
(33) is a water collection induction metal plate.
(34) ・ Hook-off prevention hook.
(35) is an embedded anchor bolt.
(36)-Inset fixed steel plate.
(37) ・ Pull-off prevention hook receiving hole
(38) is an L-shaped steel sheet for induction discharge.
(39) · is pressure catching grating made of catchment steel.
(40) · is the groove cover hanging part.
(41) · is inside the side groove.
(42) · is a spring fixing bracket with a hook for preventing vibration slippage.
(43) is the outlet A.
(44) · is outlet B.
(45) is the outlet C.
(46) is the road pavement side.
(47) ・ Pull-off hook receiving hole.
(48) is a bracket with a hook receiving hole to prevent vibration slippage.
(49) ・ Pull-off prevention hook.

Claims (1)

排水側溝側壁部及び底部に吸排水浸透の為の通水用穴(1)を千鳥間隔又は等間隔に施したコンクリート製又は合成樹脂製の排水側溝及び集水溜桝である。It is a drainage side groove and a water collecting reservoir made of concrete or synthetic resin, in which water passage holes (1) for water absorption and drainage permeation are provided in the drainage side groove side wall and bottom part at staggered intervals or at equal intervals.
JP2003200784A 2003-06-18 2003-06-18 Holed drain side ditch and catch basin Pending JP2005009279A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003200784A JP2005009279A (en) 2003-06-18 2003-06-18 Holed drain side ditch and catch basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003200784A JP2005009279A (en) 2003-06-18 2003-06-18 Holed drain side ditch and catch basin

Publications (1)

Publication Number Publication Date
JP2005009279A true JP2005009279A (en) 2005-01-13

Family

ID=34100454

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003200784A Pending JP2005009279A (en) 2003-06-18 2003-06-18 Holed drain side ditch and catch basin

Country Status (1)

Country Link
JP (1) JP2005009279A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169902A (en) * 2005-12-19 2007-07-05 Kurimoto Concrete Kk Side-ditch block
CN105040797A (en) * 2014-04-23 2015-11-11 陈正錞 Drainage ditch structure
CN105735460A (en) * 2016-04-20 2016-07-06 孔文艺 Seepage-prevention drainage ditch assembly
CN105821893A (en) * 2016-04-12 2016-08-03 山东大学 Recyclable drainage device applicable to underground engineering and construction method thereof
CN105862550A (en) * 2016-04-20 2016-08-17 孔文艺 Urban rainwater treatment system
GB2586013A (en) * 2019-07-24 2021-02-03 Illman Susan Modular rain garden system

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169902A (en) * 2005-12-19 2007-07-05 Kurimoto Concrete Kk Side-ditch block
CN105040797A (en) * 2014-04-23 2015-11-11 陈正錞 Drainage ditch structure
CN105821893A (en) * 2016-04-12 2016-08-03 山东大学 Recyclable drainage device applicable to underground engineering and construction method thereof
CN105821893B (en) * 2016-04-12 2018-08-28 山东大学 Recyclable drainage arrangement and its construction method suitable for underground engineering
CN105735460A (en) * 2016-04-20 2016-07-06 孔文艺 Seepage-prevention drainage ditch assembly
CN105862550A (en) * 2016-04-20 2016-08-17 孔文艺 Urban rainwater treatment system
GB2586013A (en) * 2019-07-24 2021-02-03 Illman Susan Modular rain garden system
GB2586013B (en) * 2019-07-24 2024-02-14 Illman Susan Modular rain garden system

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