JP6982356B1 - Road surface molding auxiliary member and road surface molding method - Google Patents

Road surface molding auxiliary member and road surface molding method Download PDF

Info

Publication number
JP6982356B1
JP6982356B1 JP2021112349A JP2021112349A JP6982356B1 JP 6982356 B1 JP6982356 B1 JP 6982356B1 JP 2021112349 A JP2021112349 A JP 2021112349A JP 2021112349 A JP2021112349 A JP 2021112349A JP 6982356 B1 JP6982356 B1 JP 6982356B1
Authority
JP
Japan
Prior art keywords
road surface
main body
hole
auxiliary member
surface molding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2021112349A
Other languages
Japanese (ja)
Other versions
JP2023008635A (en
Inventor
辰矢 小澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Pump Man
Original Assignee
Pump Man
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Pump Man filed Critical Pump Man
Priority to JP2021112349A priority Critical patent/JP6982356B1/en
Application granted granted Critical
Publication of JP6982356B1 publication Critical patent/JP6982356B1/en
Priority to PCT/JP2022/008191 priority patent/WO2023281807A1/en
Publication of JP2023008635A publication Critical patent/JP2023008635A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)

Abstract

【課題】 地表水を適切に排水することのできる路面を容易に成型することが可能な路面成型補助部材を提供する。【解決手段】 路面成型補助部材1は、路面の成型時に使用されるものであって、載置面上に載置され、複数の第1の貫通孔23が形成された平板形状を有する本体部2と、複数の第1の貫通孔23にそれぞれ連通する複数の第2の貫通孔31を有し、本体部2からそれぞれ上方に突出した複数の筒状部3と、を備えている。本体部2上の第2の貫通孔31以外の部分にコンクリート、モルタル、セメント、又は、アスファルトが打ち込まれることで、第2の貫通孔31及び第1の貫通孔23により排水路が形成される。【選択図】図2PROBLEM TO BE SOLVED: To provide a road surface molding auxiliary member capable of easily molding a road surface capable of appropriately draining surface water. A road surface molding auxiliary member 1 is used when molding a road surface, and is mounted on a mounting surface and has a flat plate shape in which a plurality of first through holes 23 are formed. 2 and a plurality of second through holes 31 communicating with each of the plurality of first through holes 23, and a plurality of cylindrical portions 3 protruding upward from the main body portion 2, respectively. By driving concrete, mortar, cement, or asphalt into a portion of the main body 2 other than the second through hole 31, a drainage channel is formed by the second through hole 31 and the first through hole 23. .. [Selection diagram] Fig. 2

Description

本発明は、地表水を適切に排水することのできる路面を容易に成型することが可能な路面成型補助部材に関する。 The present invention relates to a road surface molding auxiliary member capable of easily molding a road surface capable of appropriately draining surface water.

一般的に、コンクリート等で路面を成型する際には、路面上に降雨等の地表水による水溜まりができてしまうことを防止するために、路面に水勾配を設けている。 Generally, when the road surface is molded from concrete or the like, a water gradient is provided on the road surface in order to prevent water pools due to surface water such as rainfall from forming on the road surface.

しかしながら、水勾配によって地表水の排水を行う場合、所定の場所(河川等)に排水が集中してしまい、河川の氾濫等の環境問題が生じるおそれがある。また、コンクリート等で路面を成型した場合、路面の下方にある地中に地表水がしみ込まないため、地中の水分不足により地盤沈下等の環境問題も生じるおそれがある。 However, when surface water is drained due to a water gradient, the drainage is concentrated in a predetermined place (river, etc.), which may cause environmental problems such as flooding of the river. In addition, when the road surface is molded from concrete or the like, the surface water does not soak into the ground below the road surface, so that there is a risk of environmental problems such as land subsidence due to lack of water in the ground.

更に、上記した環境問題とは別に、コンクリート路面を水平にしたいという要望もあり、その場合には、排水性(水溜まりの防止)と(路面の)水平性という相反する要素を両立させる技術が必要となる。 Furthermore, apart from the above-mentioned environmental problems, there is also a desire to make the concrete road surface horizontal, and in that case, a technology that balances the contradictory elements of drainage (prevention of puddles) and horizontality (of the road surface) is required. It becomes.

そこで、本発明は、地表水を適切に排水することのできる路面を容易に成型することが可能な路面成型補助部材を提供することを目的としている。 Therefore, an object of the present invention is to provide a road surface molding auxiliary member capable of easily molding a road surface capable of appropriately draining surface water.

本発明は、路面の成型時に使用される路面成型補助部材であって、載置面上に載置され、複数の第1の貫通孔が形成された平板形状を有する本体部と、前記複数の第1の貫通孔にそれぞれ連通する複数の第2の貫通孔を有し、前記本体部からそれぞれ上方に突出した複数の筒状部と、を備え、前記本体部上の前記第2の貫通孔以外の部分にコンクリート、モルタル、セメント、又は、アスファルトが打ち込まれることで、前記第2の貫通孔及び前記第1の貫通孔により排水路が形成されることを特徴とする路面成型補助部材を提供している。 The present invention is a road surface molding auxiliary member used at the time of molding a road surface, and has a main body portion having a flat plate shape mounted on a mounting surface and having a plurality of first through holes formed therein, and a plurality of the above-mentioned main body portions. The second through hole on the main body is provided with a plurality of second through holes communicating with each of the first through holes, and a plurality of tubular portions each projecting upward from the main body. Provided is a road surface forming auxiliary member characterized in that a drainage channel is formed by the second through hole and the first through hole by driving concrete, mortar, cement, or asphalt into a portion other than the above. is doing.

また、前記本体部の下面には、少なくともいずれか2つの前記第1の貫通孔間を連通させる連通部が形成されていることが好ましい。 Further, it is preferable that a communication portion for communicating between at least any two of the first through holes is formed on the lower surface of the main body portion.

また、前記連通部は、前記本体部の端部まで延び、開放されていることが好ましい。 Further, it is preferable that the communication portion extends to the end portion of the main body portion and is open.

また、前記本体部の端部には、接続部が形成されており、一の前記本体部の端部に形成された接続部と他の前記本体部の端部に形成された接続部とは互いに接続可能であり、前記一の本体部に形成された連通部は、前記接続部同士が接続された際に、前記他の本体部に形成された連通部又は第1の貫通孔と連通する位置に形成されていることが好ましい。 Further, a connection portion is formed at the end portion of the main body portion, and the connection portion formed at one end portion of the main body portion and the connection portion formed at the other end portion of the main body portion are different from each other. The communication portions that can be connected to each other and are formed in the one main body portion communicate with the communication portion or the first through hole formed in the other main body portion when the connection portions are connected to each other. It is preferably formed at the position.

本発明の別の観点によれば、複数の第1の貫通孔が形成された平板形状を有する本体部と、前記複数の第1の貫通孔にそれぞれ連通する複数の第2の貫通孔を有し、前記本体部からそれぞれ上方に突出した複数の筒状部と、を有する路面成型補助部材を用いた路面成型方法であって、前記複数の筒状部が上方になるように前記路面成型補助部材を載置面上に載置する工程と、前記本体部上の前記第2の貫通孔以外の部分にコンクリート、モルタル、セメント、又は、アスファルトを打ち込む工程と、を備えたことを特徴とする路面成型方法を提供している。 According to another aspect of the present invention, there is a main body portion having a flat plate shape in which a plurality of first through holes are formed, and a plurality of second through holes communicating with the plurality of first through holes. It is a road surface molding method using a road surface molding assisting member having a plurality of tubular portions each protruding upward from the main body portion, and the road surface molding assist is provided so that the plurality of tubular portions are upward. It is characterized by including a step of placing a member on a mounting surface and a step of driving concrete, mortar, cement, or asphalt into a portion other than the second through hole on the main body portion. We provide a road surface molding method.

また、前記コンクリート、モルタル、セメント、又は、アスファルトを打ち込む工程の前に、各筒状部に蓋部材を取り付ける工程と、前記コンクリート、モルタル、セメント、又は、アスファルトを打ち込む工程の後に、各筒状部に取り付けられた蓋部材を取り外す工程と、を更に備えたことが好ましい。 Further, before the step of driving the concrete, mortar, cement, or asphalt, the step of attaching the lid member to each tubular portion, and after the step of driving the concrete, mortar, cement, or asphalt, each tubular portion. It is preferable to further include a step of removing the lid member attached to the portion.

また、前記蓋部材は、前記筒状部の第2の貫通孔に挿入される挿入部と、前記挿入部の上部から上方かつ外側に向けて広がる面取り形成部と、を有していることが好ましい。 Further, the lid member may have an insertion portion inserted into the second through hole of the tubular portion and a chamfer forming portion extending upward and outward from the upper portion of the insertion portion. preferable.

本発明の路面成型補助部材によれば、地表水を適切に排水することのできる路面を容易に成型することが可能となる。 According to the road surface molding auxiliary member of the present invention, it is possible to easily mold a road surface capable of appropriately draining surface water.

本発明の実施の形態による路面成型補助部材の説明図Explanatory drawing of road surface molding auxiliary member by embodiment of this invention 本発明の実施の形態による路面成型補助部材の平面図Top view of road surface molding auxiliary member by embodiment of this invention 本発明の実施の形態による路面成型補助部材の部分側面図Partial side view of road surface molding auxiliary member by embodiment of this invention 本発明の実施の形態による本体部の接続の説明図Explanatory drawing of connection of main body part by embodiment of this invention 本発明の実施の形態による蓋部材の説明図Explanatory drawing of lid member by embodiment of this invention 本発明の実施の形態による路面成型方法のフローチャートFlow chart of road surface molding method according to embodiment of this invention

以下、本発明の実施の形態による路面成型補助部材1について、図1−図6を参照して説明する。 Hereinafter, the road surface molding auxiliary member 1 according to the embodiment of the present invention will be described with reference to FIGS. 1 to 6.

路面成型補助部材1は、コンクリート、モルタル、セメント、又は、アスファルトによる路面成型時に使用されるものであって、図1に示すように、本体部2と、複数の筒状部3と、を備えている。 The road surface molding auxiliary member 1 is used at the time of road surface molding with concrete, mortar, cement, or asphalt, and includes a main body portion 2 and a plurality of tubular portions 3 as shown in FIG. ing.

本体部2は、載置面上に載置されるものであり、図1では、本体部2が、地面Xに敷かれた砕石Y(“載置面”に相当)上に載置された例が示されている。本体部2の素材としては、樹脂や生分解性プラスチック等が考えられる。但し、路面成型にアスファルトを用いる場合には、耐熱性の素材を用いることが好ましい。 The main body 2 is mounted on a mounting surface, and in FIG. 1, the main body 2 is mounted on a crushed stone Y (corresponding to a “mounting surface”) laid on the ground X. An example is shown. As the material of the main body 2, resin, biodegradable plastic, or the like can be considered. However, when asphalt is used for road surface molding, it is preferable to use a heat-resistant material.

図2に示すように、本体部2は、上面21と下面22を有する平板形状(シート状でも良い)を有しており(本実施の形態では、略矩形)、本体部2には、上面21から下面22まで貫通する複数の第1の貫通孔23が形成されている。 As shown in FIG. 2, the main body portion 2 has a flat plate shape (may be a sheet shape) having an upper surface 21 and a lower surface 22 (a substantially rectangular shape in the present embodiment), and the main body portion 2 has an upper surface. A plurality of first through holes 23 penetrating from 21 to the lower surface 22 are formed.

本実施の形態では、図2(a)(路面成型補助部材1を下面22側から見た図)に示すように、複数の第1の貫通孔23は、格子の交点に相当する位置に配置されている。 In the present embodiment, as shown in FIG. 2A (a view of the road surface molding auxiliary member 1 viewed from the lower surface 22 side), the plurality of first through holes 23 are arranged at positions corresponding to the intersections of the lattices. Has been done.

また、本体部2には、少なくともいずれか2つの第1の貫通孔23間を連通させる連通部24が形成されている。 Further, the main body 2 is formed with a communication portion 24 that communicates between at least any two first through holes 23.

本実施の形態では、連通部24として、図2(a)及び図3に示すように、本体部2の下面22に、各第1の貫通孔23を交点とする格子を形成するように凹状溝が形成されている。また、本実施の形態では、連通部24は、本体部2の端部まで延び、開放されている。 In the present embodiment, as the communication portion 24, as shown in FIGS. 2A and 3, a concave shape is formed on the lower surface 22 of the main body portion 2 so as to form a grid having each first through hole 23 as an intersection. A groove is formed. Further, in the present embodiment, the communication portion 24 extends to the end portion of the main body portion 2 and is open.

本体部2の端部には、図2及び図3に示すように、接続部25が形成されており、図3に示すように、一の本体部2Aの端部に形成された接続部25と他の本体部2Bの端部に形成された接続部25とは、互いに接続可能である(図3では、凹凸による接続)。接続部25は、本体部2の各辺に設けられ、四方に所望の数だけ他の本体部2(路面成型補助部材1)と接続可能であることが好ましい。 As shown in FIGS. 2 and 3, a connection portion 25 is formed at the end portion of the main body portion 2, and as shown in FIG. 3, the connection portion 25 formed at the end portion of one main body portion 2A. And the connecting portion 25 formed at the end of the other main body portion 2B can be connected to each other (in FIG. 3, the connection is made by unevenness). It is preferable that the connecting portions 25 are provided on each side of the main body portion 2 and can be connected to other main body portions 2 (road surface molding auxiliary member 1) in a desired number on all sides.

更に、上記したように接続部25同士が接続された際に、図4に示すように、一の本体部2Aの連通部24は、他の本体部2Bの連通部24又は第1の貫通孔23と連通する位置に形成されている(図4では、他の本体部2Bの連通部24に連通する位置に形成されている)。なお、必要に応じて、連通部24の一部として機能するように、接続部25にも凹状溝等を形成しても良い。 Further, when the connection portions 25 are connected to each other as described above, as shown in FIG. 4, the communication portion 24 of one main body portion 2A is the communication portion 24 of the other main body portion 2B or the first through hole. It is formed at a position communicating with 23 (in FIG. 4, it is formed at a position communicating with the communicating portion 24 of the other main body portion 2B). If necessary, a concave groove or the like may be formed in the connecting portion 25 so as to function as a part of the communicating portion 24.

図2(b)(路面成型補助部材1を上面21側から見た図)及び図3に示すように、複数の筒状部3は、複数の第1の貫通孔23にそれぞれ連通する複数の第2の貫通孔31を有し、本体部2の上面21からそれぞれ上方に突出している。筒状部3の素材としては、本体部2と同様に、樹脂や生分解性プラスチック等が考えられる。但し、路面成型にアスファルトを用いる場合には、耐熱性の素材を用いることが好ましい。 As shown in FIG. 2 (b) (a view of the road surface molding auxiliary member 1 viewed from the upper surface 21 side) and FIG. 3, a plurality of cylindrical portions 3 communicate with a plurality of first through holes 23, respectively. It has a second through hole 31 and protrudes upward from the upper surface 21 of the main body 2. As the material of the tubular portion 3, a resin, a biodegradable plastic, or the like can be considered as in the main body portion 2. However, when asphalt is used for road surface molding, it is preferable to use a heat-resistant material.

上記構成の下、本体部2上の第2の貫通孔31以外の部分に(図1では、筒状部3の略先端まで)コンクリートZ等を打ち込むことで、筒状部3(第2の貫通孔31)及び第1の貫通孔23により排水路が形成された路面が成型され、路面上の地表水は、この排水路を介して載置面(砕石Y及び地面X)に排水される。 Under the above configuration, concrete Z or the like is driven into a portion of the main body 2 other than the second through hole 31 (up to substantially the tip of the tubular portion 3 in FIG. 1), whereby the tubular portion 3 (second The road surface on which the drainage channel is formed is formed by the through hole 31) and the first through hole 23, and the surface water on the road surface is drained to the mounting surface (crushed stone Y and the ground X) through this drainage channel. ..

これにより、路面の下方にある地中に地表水がしみ込むこととなり、地中の水分不足により地盤沈下等の環境問題が生じることが抑制される。また、路面成型補助部材1を用いることで、排水のための水勾配を設ける必要がなくなるので、水平な路面を成型することが可能となる。これにより、地表水が所定の場所に集中して排水されることが防止されるので、河川の氾濫等の環境問題が生じることが抑制されると共に、路面を水平にしたいという要望に応えることも可能となる。 As a result, surface water seeps into the ground below the road surface, and environmental problems such as land subsidence due to lack of water in the ground are suppressed. Further, by using the road surface molding auxiliary member 1, it is not necessary to provide a water gradient for drainage, so that it is possible to mold a horizontal road surface. As a result, the surface water is prevented from being drained in a predetermined place, so that environmental problems such as flooding of rivers are suppressed and the demand for leveling the road surface can be met. It will be possible.

なお、第2の貫通孔31の径の形状やサイズは、状況に応じて設計すれば良い。例えば、歩行者の多い場所では、落下した携帯物が通らないように、小さな径の第2の貫通孔31を形成し、地中の水分量が少ない場所では、大きな径の第2の貫通孔31を形成する等が考えられる。 The shape and size of the diameter of the second through hole 31 may be designed according to the situation. For example, in a place with many pedestrians, a second through hole 31 with a small diameter is formed so that a fallen portable object cannot pass through, and in a place with a small amount of water in the ground, a second through hole with a large diameter is formed. It is conceivable to form 31 and the like.

また、本実施の形態では、第1の貫通孔23間が連通部24により連通されている。これにより、一の第1の貫通孔23や第2の貫通孔31が外部からの粉塵等によって目詰まりしたとしても、他の第1の貫通孔23や第2の貫通孔31から排水が行われるので、排水機能が損なわれることが抑制される。また、地表水は、連通部24により本体部2全体に分散されるので、地表水を地中に満遍なくしみ込ませることが可能となる。 Further, in the present embodiment, the first through holes 23 are communicated with each other by the communication portion 24. As a result, even if the first through hole 23 or the second through hole 31 is clogged with dust or the like from the outside, drainage is performed from the other first through hole 23 or the second through hole 31. Therefore, the drainage function is suppressed from being impaired. Further, since the surface water is dispersed in the entire main body 2 by the communication portion 24, the surface water can be evenly permeated into the ground.

更に、本実施の形態では、連通部24は、本体部2の端部まで延び、開放されているので、連通部24を介して、路面成型補助部材1が載置されていない場所まで地表水を運ぶことが可能となる。 Further, in the present embodiment, since the communication portion 24 extends to the end portion of the main body portion 2 and is open, the surface water reaches a place where the road surface molding auxiliary member 1 is not placed via the communication portion 24. Can be carried.

なお、コンクリート等は、図5に示すように、筒状部3の第2の貫通孔31の上端に蓋部材4が取り付けられた(嵌め込まれた)状態で打ち込まれることが好ましい。 As shown in FIG. 5, concrete or the like is preferably driven in a state where the lid member 4 is attached (fitted) to the upper end of the second through hole 31 of the tubular portion 3.

蓋部材4は、図5に示すように、筒状部3の第2の貫通孔31に挿入される挿入部41と、挿入部41の上部から上方かつ外側に向けて広がる面取り形成部42と、を有している。図5では、挿入部41は、第2の貫通孔31と略同一の径を有する円柱形状を有している。また、面取り形成部42は、円錐台形状を有しており、その上底が挿入部41の上部に取り付けられた構造を有している。 As shown in FIG. 5, the lid member 4 includes an insertion portion 41 inserted into the second through hole 31 of the tubular portion 3 and a chamfer forming portion 42 extending upward and outward from the upper portion of the insertion portion 41. ,have. In FIG. 5, the insertion portion 41 has a cylindrical shape having substantially the same diameter as the second through hole 31. Further, the chamfer forming portion 42 has a truncated cone shape, and has a structure in which the upper bottom thereof is attached to the upper part of the insertion portion 41.

続いて、図6のフローチャートを用いて、路面成型補助部材1を用いた路面成型方法について説明する。 Subsequently, a road surface molding method using the road surface molding auxiliary member 1 will be described with reference to the flowchart of FIG.

まず、複数の筒状部3が上方となるように路面成型補助部材1を載置面上に載置する(S1)。 First, the road surface molding auxiliary member 1 is placed on the mounting surface so that the plurality of tubular portions 3 are on the upper side (S1).

続いて、各筒状部3に蓋部材4を取り付ける(S2)。本実施の形態では、筒状部3の第2の貫通孔31に挿入部41を挿入する。 Subsequently, the lid member 4 is attached to each tubular portion 3 (S2). In the present embodiment, the insertion portion 41 is inserted into the second through hole 31 of the tubular portion 3.

続いて、本体部2上の筒状部3の第2の貫通孔31以外の部分にコンクリート等を打ち込む(S3)。この工程では、コンクリート等は、蓋部材4の面取り形成部42の全体は埋まらない程度の量を打ち込むことが好ましい。 Subsequently, concrete or the like is driven into a portion of the tubular portion 3 on the main body portion 2 other than the second through hole 31 (S3). In this step, it is preferable that concrete or the like is poured in an amount that does not fill the entire chamfered forming portion 42 of the lid member 4.

最後に、各筒状部3に取り付けられた蓋部材4を取り外す(S4)。なお、蓋部材4は、コンクリート等が完全に硬化していなくても、形状が崩れない程度に硬化していれば、取り外し可能である。 Finally, the lid member 4 attached to each tubular portion 3 is removed (S4). The lid member 4 can be removed even if the concrete or the like is not completely hardened as long as it is hardened to the extent that the shape does not collapse.

これにより、筒状部3が路面から突出しない安全性の高い路面が成型されることとなる。なお、蓋部材4の面取り形成部42は、挿入部41の上部から上方かつ外側に向けて広がっているので、筒状部3に隣接する位置に打ち込まれたコンクリート等は、破損しやすい直角ではなく、面取り形成部42の形状に沿った(面取りされた)状態で成型されることとなり、これにより、筒状部3に隣接する位置で成型されたコンクリート等が破損することが抑制される。 As a result, a highly safe road surface is formed in which the tubular portion 3 does not protrude from the road surface. Since the chamfer forming portion 42 of the lid member 4 extends upward and outward from the upper portion of the insertion portion 41, concrete or the like driven into a position adjacent to the tubular portion 3 is easily damaged at a right angle. Instead, it is molded in a state of being chamfered along the shape of the chamfered forming portion 42, whereby the concrete or the like molded at the position adjacent to the tubular portion 3 is suppressed from being damaged.

以上説明したように、本実施の形態による路面成型補助部材1では、複数の第1の貫通孔23にそれぞれ連通する複数の第2の貫通孔31を有し、本体部2からそれぞれ上方に突出した複数の筒状部3を備えている。 As described above, the road surface molding auxiliary member 1 according to the present embodiment has a plurality of second through holes 31 communicating with each of the plurality of first through holes 23, and each protrudes upward from the main body portion 2. It is provided with a plurality of tubular portions 3.

このような構成によれば、本体部2上の第2の貫通孔31以外の部分にコンクリート等を打ち込むことで、筒状部3(第2の貫通孔31)及び第1の貫通孔23により排水路が形成された路面が成型され、路面上の地表水は、この排水路を介して載置面に排水される。これにより、路面の下方にある地中に地表水がしみ込むこととなり、地中の水分不足により地盤沈下等の環境問題が生じることが抑制される。また、路面成型補助部材1を用いることで、排水のための水勾配を設ける必要がなくなるので、水平な路面を成型することが可能となる。これにより、地表水が所定の場所に集中して排水されることが防止されるので、河川の氾濫等の環境問題が生じることも抑制されると共に、路面を水平にしたいという要望に応えることも可能となる。更に、コンクリート等は、本体部2上に打ち込まれるので、本体部2の分までコンクリート等の強度を増加させることができる。従って、本体部2として、厚みの大きいものを採用すれば、より強度を増加させることが可能となる。 According to such a configuration, concrete or the like is driven into a portion of the main body 2 other than the second through hole 31, so that the tubular portion 3 (second through hole 31) and the first through hole 23 are used. The road surface on which the drainage channel is formed is molded, and the surface water on the road surface is drained to the mounting surface through this drainage channel. As a result, surface water seeps into the ground below the road surface, and environmental problems such as land subsidence due to lack of water in the ground are suppressed. Further, by using the road surface molding auxiliary member 1, it is not necessary to provide a water gradient for drainage, so that it is possible to mold a horizontal road surface. As a result, the surface water is prevented from being drained in a predetermined place, so that environmental problems such as flooding of rivers are suppressed and the demand for leveling the road surface can be met. It will be possible. Further, since the concrete or the like is driven onto the main body portion 2, the strength of the concrete or the like can be increased by the amount of the main body portion 2. Therefore, if a thick body portion 2 is used, the strength can be further increased.

また、本実施の形態による路面成型補助部材1では、本体部2の下面22には、少なくともいずれか2つの第1の貫通孔23間を連通させる連通部24が形成されている。 Further, in the road surface molding auxiliary member 1 according to the present embodiment, a communication portion 24 for communicating between at least two first through holes 23 is formed on the lower surface 22 of the main body portion 2.

このような構成によれば、第1の貫通孔23間が連通部24により連通されているので、一の第1の貫通孔23や第2の貫通孔31が外部からの粉塵等によって目詰まりしたとしても、他の第1の貫通孔23や第2の貫通孔31から排水が行われるので、排水機能が損なわれることが抑制される。また、地表水は、連通部24により本体部2全体に分散されるので、地表水を地中に満遍なくしみ込ませることが可能となる。 According to such a configuration, since the first through holes 23 are communicated with each other by the communication portion 24, the first through hole 23 and the second through hole 31 are clogged with dust or the like from the outside. Even if this is done, drainage is performed from the other first through hole 23 and the second through hole 31, so that the drainage function is suppressed from being impaired. Further, since the surface water is dispersed in the entire main body 2 by the communication portion 24, the surface water can be evenly permeated into the ground.

また、本実施の形態による路面成型補助部材1では、連通部24は、本体部2の端部まで延び、開放されている。 Further, in the road surface molding auxiliary member 1 according to the present embodiment, the communication portion 24 extends to the end portion of the main body portion 2 and is open.

このような構成によれば、連通部24を介して、路面成型補助部材1が載置されていない場所まで地表水を運ぶことが可能となる。 According to such a configuration, it is possible to carry the surface water to a place where the road surface molding auxiliary member 1 is not placed via the communication portion 24.

また、本実施の形態による路面成型補助部材1では、本体部2の端部には、接続部25が形成されており、一の本体部2Aに形成された連通部24は、接続部25同士が接続された際に、他の本体部2Bに形成された連通部24又は第1の貫通孔23に連通する位置に形成されている。 Further, in the road surface molding auxiliary member 1 according to the present embodiment, the connection portion 25 is formed at the end portion of the main body portion 2, and the communication portions 24 formed in one main body portion 2A are connected portions 25 to each other. Is formed at a position of communicating with the communication portion 24 or the first through hole 23 formed in the other main body portion 2B when the is connected.

このような構成によれば、広い範囲に渡って路面成型補助部材1を載置することができると共に、広い範囲に渡って地表水を地中に満遍なくしみ込ませることが可能となる。 According to such a configuration, the road surface molding auxiliary member 1 can be placed over a wide range, and the surface water can be evenly permeated into the ground over a wide range.

また、本実施の形態による路面成型補助部材1を用いた路面成型方法では、路面成型補助部材1を載置した上で、本体部2上の第2の貫通孔31以外の部分にコンクリート等を打ち込む。 Further, in the road surface molding method using the road surface molding auxiliary member 1 according to the present embodiment, after the road surface molding auxiliary member 1 is placed, concrete or the like is placed in a portion of the main body 2 other than the second through hole 31. Drive in.

このような構成によれば、地表水を適切に排水することのできる路面を容易に成型することが可能となる。 With such a configuration, it is possible to easily form a road surface capable of appropriately draining surface water.

また、本実施の形態による路面成型補助部材1を用いた路面成型方法では、コンクリート等を打ち込む工程の前に、各筒状部3に蓋部材4を取り付ける。 Further, in the road surface molding method using the road surface molding auxiliary member 1 according to the present embodiment, the lid member 4 is attached to each cylindrical portion 3 before the step of driving concrete or the like.

このような構成によれば、路面に排水路を確実に形成することが可能となる。 With such a configuration, it is possible to surely form a drainage channel on the road surface.

また、本実施の形態では、蓋部材4は、挿入部41の上部から上方かつ外側に向けて広がる面取り形成部42を有している。 Further, in the present embodiment, the lid member 4 has a chamfer forming portion 42 extending upward and outward from the upper portion of the insertion portion 41.

このような構成によれば、筒状部3に隣接する位置に打ち込まれたコンクリート等は、破損しやすい直角ではなく、面取り形成部42の形状に沿った(面取りされた)状態で成型されることになり、これにより、筒状部3に隣接する位置で成型されたコンクリート等が破損することが抑制される。 According to such a configuration, the concrete or the like driven into the position adjacent to the tubular portion 3 is molded in a state of being chamfered along the shape of the chamfer forming portion 42, not at a right angle which is easily damaged. As a result, it is possible to prevent the concrete or the like molded at the position adjacent to the tubular portion 3 from being damaged.

尚、本発明の路面成型補助部材は、上述した実施の形態に限定されず、特許請求の範囲に記載した範囲で種々の変形や改良が可能である。 The road surface molding auxiliary member of the present invention is not limited to the above-described embodiment, and various modifications and improvements can be made within the scope described in the claims.

例えば、上記実施の形態では、連通部24が形成されていたが、目詰まり等が起こりにくい状況であれば、連通部24が形成されていなくても良い。 For example, in the above embodiment, the communication portion 24 is formed, but the communication portion 24 may not be formed if clogging or the like is unlikely to occur.

また、上記実施の形態では、連通部24は、格子を形成するように、矩形の本体部2の辺に平行に延びていたが、斜め等の他の方向に延びていても良い。また、連通部24は、必ずしも格子を形成する必要もなく、様々なパターンで形成することができる。更に、他の第1の貫通孔23と連通されていない第1の貫通孔23が存在することを除外するものでもない。 Further, in the above embodiment, the communication portion 24 extends parallel to the side of the rectangular main body portion 2 so as to form a grid, but may extend in another direction such as diagonally. Further, the communication portion 24 does not necessarily have to form a grid, and can be formed in various patterns. Furthermore, it does not preclude the existence of a first through hole 23 that is not in communication with the other first through hole 23.

また、上記実施の形態では、一の本体部2Aの連通部24は、他の本体部2Bの連通部24に連通する位置に形成されていたが、第1の貫通孔23が本体部2の端部に位置する場合には、第1の貫通孔23に直接連通するようにしても良い。 Further, in the above embodiment, the communication portion 24 of one main body portion 2A is formed at a position communicating with the communication portion 24 of the other main body portion 2B, but the first through hole 23 is formed in the main body portion 2. If it is located at the end, it may communicate directly with the first through hole 23.

また、上記実施の形態では、連通部24として、凹状溝を例に説明したが、その他の構造を用いても良い。 Further, in the above embodiment, the concave groove has been described as an example of the communication portion 24, but other structures may be used.

また、上記の実施の形態では、接続部25として、凹凸による接続を例に説明したが、その他の構造による接続であっても良い。 Further, in the above embodiment, the connection portion 25 has been described as an example of connection by unevenness, but connection by other structures may be used.

また、上記実施の形態では、本体部2は、地面Xに敷かれた砕石Y(“載置面”に相当)上に載置されたが、地面Xに直接載置されても良く、この場合には、地面Xが“載置面”に相当することとなる。 Further, in the above embodiment, the main body 2 is placed on the crushed stone Y (corresponding to the “mounting surface”) laid on the ground X, but may be placed directly on the ground X. In that case, the ground X corresponds to the “mounting surface”.

また、本発明の路面成型補助部材は、鉄筋コンクリート等で路面を成型する際にも使用可能である。その場合には、鉄筋は、筒状部3(第1の貫通孔23や第2の貫通孔31)以外に位置に配置されることが好ましい。 Further, the road surface molding auxiliary member of the present invention can also be used when molding a road surface with reinforced concrete or the like. In that case, it is preferable that the reinforcing bar is arranged at a position other than the tubular portion 3 (first through hole 23 or second through hole 31).

1 路面成型補助部材
2 本体部
3 筒状部
4 蓋部材
21 上面
22 下面
23 第1の貫通孔
24 連通部
25 接続部
31 第2の貫通孔
41 挿入部
42 面取り形成部
1 Road surface molding auxiliary member 2 Main body 3 Cylindrical part 4 Lid member 21 Top surface 22 Bottom surface 23 First through hole 24 Communication part 25 Connection part 31 Second through hole 41 Insertion part 42 Chamfer forming part

Claims (7)

路面の成型時に使用される路面成型補助部材であって、
載置面上に載置され、複数の第1の貫通孔が形成された平板形状を有する本体部と、
前記複数の第1の貫通孔にそれぞれ連通する複数の第2の貫通孔を有し、前記本体部からそれぞれ上方に突出した複数の筒状部と、
を備え、
前記本体部上の前記第2の貫通孔以外の部分にコンクリート、モルタル、セメント、又は、アスファルトが打ち込まれることで、前記第2の貫通孔及び前記第1の貫通孔により排水路が形成されることを特徴とする路面成型補助部材。
It is a road surface molding auxiliary member used when molding the road surface.
A main body portion having a flat plate shape mounted on a mounting surface and having a plurality of first through holes formed therein.
A plurality of tubular portions having a plurality of second through holes communicating with each of the plurality of first through holes and projecting upward from the main body portion, respectively.
Equipped with
By driving concrete, mortar, cement, or asphalt into a portion of the main body other than the second through hole, a drainage channel is formed by the second through hole and the first through hole. A road surface molding auxiliary member characterized by this.
前記本体部の下面には、少なくともいずれか2つの前記第1の貫通孔間を連通させる連通部が形成されていることを特徴とする請求項1に記載の路面成型補助部材。 The road surface molding auxiliary member according to claim 1, wherein a communication portion for communicating between at least two of the first through holes is formed on the lower surface of the main body portion. 前記連通部は、前記本体部の端部まで延び、開放されていることを特徴とする請求項2に記載の路面成型補助部材。 The road surface molding auxiliary member according to claim 2, wherein the communication portion extends to an end portion of the main body portion and is open. 前記本体部の端部には、接続部が形成されており、一の前記本体部の端部に形成された接続部と他の前記本体部の端部に形成された接続部とは互いに接続可能であり、
前記一の本体部に形成された連通部は、前記接続部同士が接続された際に、前記他の本体部に形成された連通部又は第1の貫通孔と連通する位置に形成されていることを特徴とする請求項3に記載の路面成型補助部材。
A connection portion is formed at the end portion of the main body portion, and the connection portion formed at one end portion of the main body portion and the connection portion formed at the other end portion of the main body portion are connected to each other. It is possible
The communication portion formed in the one main body portion is formed at a position of communicating with the communication portion or the first through hole formed in the other main body portion when the connection portions are connected to each other. The road surface molding auxiliary member according to claim 3.
複数の第1の貫通孔が形成された平板形状を有する本体部と、前記複数の第1の貫通孔にそれぞれ連通する複数の第2の貫通孔を有し、前記本体部からそれぞれ上方に突出した複数の筒状部と、を有する路面成型補助部材を用いた路面成型方法であって、
前記複数の筒状部が上方になるように前記路面成型補助部材を載置面上に載置する工程と、
前記本体部上の前記第2の貫通孔以外の部分にコンクリート、モルタル、セメント、又は、アスファルトを打ち込む工程と、
を備えたことを特徴とする路面成型方法。
It has a main body portion having a flat plate shape in which a plurality of first through holes are formed, and a plurality of second through holes communicating with each of the plurality of first through holes, and each protrudes upward from the main body portion. It is a road surface molding method using a road surface molding auxiliary member having a plurality of cylindrical portions.
The step of mounting the road surface molding auxiliary member on the mounting surface so that the plurality of tubular portions face upward, and
A step of driving concrete, mortar, cement, or asphalt into a portion of the main body other than the second through hole.
A road surface molding method characterized by being equipped with.
前記コンクリート、モルタル、セメント、又は、アスファルトを打ち込む工程の前に、各筒状部に蓋部材を取り付ける工程と、
前記コンクリート、モルタル、セメント、又は、アスファルトを打ち込む工程の後に、各筒状部に取り付けられた蓋部材を取り外す工程と、
を更に備えたことを特徴とする請求項5に記載の路面の成型方法。
Before the step of driving the concrete, mortar, cement, or asphalt, the step of attaching the lid member to each cylindrical portion and the step of attaching the lid member.
After the step of driving the concrete, mortar, cement, or asphalt, the step of removing the lid member attached to each tubular portion, and the step of removing the lid member.
The road surface molding method according to claim 5, further comprising.
前記蓋部材は、前記筒状部の第2の貫通孔に挿入される挿入部と、前記挿入部の上部から上方かつ外側に向けて広がる面取り形成部と、を有していることを特徴とする請求項6に記載の路面形成方法。 The lid member is characterized by having an insertion portion inserted into a second through hole of the tubular portion and a chamfer forming portion extending upward and outward from the upper portion of the insertion portion. The road surface forming method according to claim 6.
JP2021112349A 2021-07-06 2021-07-06 Road surface molding auxiliary member and road surface molding method Active JP6982356B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2021112349A JP6982356B1 (en) 2021-07-06 2021-07-06 Road surface molding auxiliary member and road surface molding method
PCT/JP2022/008191 WO2023281807A1 (en) 2021-07-06 2022-02-28 Road surface molding auxiliary member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2021112349A JP6982356B1 (en) 2021-07-06 2021-07-06 Road surface molding auxiliary member and road surface molding method

Publications (2)

Publication Number Publication Date
JP6982356B1 true JP6982356B1 (en) 2021-12-17
JP2023008635A JP2023008635A (en) 2023-01-19

Family

ID=79169973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2021112349A Active JP6982356B1 (en) 2021-07-06 2021-07-06 Road surface molding auxiliary member and road surface molding method

Country Status (1)

Country Link
JP (1) JP6982356B1 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0853808A (en) * 1994-08-12 1996-02-27 S K Eng Kk Water permeable sidewalk block
JP3031108U (en) * 1996-05-13 1996-11-22 株式会社丸亀工業所 Perforated concrete plate
JPH08338002A (en) * 1995-06-14 1996-12-24 Shinko Yogyo Kk Tile
JP2006118296A (en) * 2004-10-25 2006-05-11 Aabo Kk Drainage structure of side-ditch block, and percolation plate
JP2006132302A (en) * 2004-06-04 2006-05-25 Shinichiro Hayashi New material for civil engineering and paving using the same for storing rain water or the like under paved surface or allowing rain water or the like to flow out
JP2010011805A (en) * 2008-07-04 2010-01-21 Hayashi Bussan Hatsumei Kenkyusho:Kk Green passage, and material for the same
JP2010138577A (en) * 2008-12-10 2010-06-24 Ohbayashi Corp Block for structure
CN110616614A (en) * 2019-09-26 2019-12-27 湖北科思达节能环保科技有限公司 Adopt a small amount of concrete that permeates water to practice thrift cost's environmental protection brick

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0853808A (en) * 1994-08-12 1996-02-27 S K Eng Kk Water permeable sidewalk block
JPH08338002A (en) * 1995-06-14 1996-12-24 Shinko Yogyo Kk Tile
JP3031108U (en) * 1996-05-13 1996-11-22 株式会社丸亀工業所 Perforated concrete plate
JP2006132302A (en) * 2004-06-04 2006-05-25 Shinichiro Hayashi New material for civil engineering and paving using the same for storing rain water or the like under paved surface or allowing rain water or the like to flow out
JP2006118296A (en) * 2004-10-25 2006-05-11 Aabo Kk Drainage structure of side-ditch block, and percolation plate
JP2010011805A (en) * 2008-07-04 2010-01-21 Hayashi Bussan Hatsumei Kenkyusho:Kk Green passage, and material for the same
JP2010138577A (en) * 2008-12-10 2010-06-24 Ohbayashi Corp Block for structure
CN110616614A (en) * 2019-09-26 2019-12-27 湖北科思达节能环保科技有限公司 Adopt a small amount of concrete that permeates water to practice thrift cost's environmental protection brick

Also Published As

Publication number Publication date
JP2023008635A (en) 2023-01-19

Similar Documents

Publication Publication Date Title
JP7028422B1 (en) Road surface molding auxiliary member and road surface molding method
JP7028421B1 (en) Road surface molding auxiliary member and road surface molding method
JP6982356B1 (en) Road surface molding auxiliary member and road surface molding method
JP3648219B2 (en) Precast flexible box culvert and its construction method
KR20060031586A (en) Block assembly for plants
WO2023281807A1 (en) Road surface molding auxiliary member
KR20070033305A (en) Construction auxiliary device of footway block
KR100712403B1 (en) Construction auxiliary device of footway block and constructing method using the same
JP2009046942A (en) Foundation block for retaining wall
JPH115205A (en) Steric frame-like block, form apparatus for the block and method for using the block
JP7289177B1 (en) Road surface molding auxiliary member and road surface molding method
JP7276793B1 (en) Road surface molding auxiliary member and road surface molding method
KR101755590B1 (en) Modular filled conduit for road and construction
KR100577851B1 (en) Road drainpipe protection apparatus for secession prevention
KR101657279B1 (en) Permanent embedded anchor type slope ditch water way and slope ditch water way construction method using thereof
KR200357962Y1 (en) Prefabricated concrete retaining wall
KR100712405B1 (en) Construction auxiliary device of footway block
JP2826818B1 (en) Concrete molding, L-shaped retaining wall, and box culvert
JP2000190313A (en) Manufacture of water permeable block and water permeable block
JP2622897B2 (en) Construction method of wall and drainage method of soil behind wall
JP3017999B2 (en) Construction method of L-shaped shade concrete block
KR20230064567A (en) Filling layer drainage method for sidewalk block
KR20210004501A (en) Retaining wall block with improved cohesion
JP3121135B2 (en) Unit subbase material embedding frame
JPH078562Y2 (en) Water permeable tile block

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20211006

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20211006

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20211102

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20211112

R150 Certificate of patent or registration of utility model

Ref document number: 6982356

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350