JP2011122300A - Side ditch block for drainage pavement, form thereof, and drainage road structure - Google Patents

Side ditch block for drainage pavement, form thereof, and drainage road structure Download PDF

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JP2011122300A
JP2011122300A JP2009278201A JP2009278201A JP2011122300A JP 2011122300 A JP2011122300 A JP 2011122300A JP 2009278201 A JP2009278201 A JP 2009278201A JP 2009278201 A JP2009278201 A JP 2009278201A JP 2011122300 A JP2011122300 A JP 2011122300A
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cutting material
die cutting
notch
mold
drainage
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JP5219161B2 (en
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Atsushi Kadoya
敦志 角屋
Eiji Sugimoto
栄治 杉本
Yuzo Tsuchiya
雄三 土屋
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DI SEISAKUSHO KK
Seisakusho Kk Di
TOUBU KK
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DI SEISAKUSHO KK
Seisakusho Kk Di
TOUBU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To increase the strength of a drainage unit to reduce the possibility that the unit may be damaged and to eliminate the need for a filter so as to eliminate the operation of installing the filter and reduce costs. <P>SOLUTION: An inner cutout section is formed by a first cutout section where a cover receiving surface of a side ditch block is cut in the shape of a gutter and a second cutout section where the interior of a rising section is cut in such a way as to continue to the first cutout section. An outer cutout section where the outside of a sidewall is cut correspondingly to the inner cutout section is formed. A thin-walled section that is thinner than the rising section is formed between the inner cutout section and the outer cutout section. A plurality of water holes each in the form of a slit or a small hole are formed in the thin-walled section. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、排水性舗装用側溝ブロック、排水性舗装用側溝ブロックの型枠及び排水道路構造に関する。 The present invention relates to a drainage pavement side groove block, a formwork of a drainage pavement side groove block, and a drainage road structure.

近年、道路に排水性舗装と称される舗装を施工することが増えてきている。
この排水性舗装は、路盤の上にアスファルトなどの不透水性舗装材でなる不透水層を形成し、その上にポーラスコンクリートなどの透水性舗装材でなる透水層を形成したものである。
排水性舗装の道路に沿って、排水性舗装用側溝ブロックが敷設される。これは、ブロックの側板上部に内外に連通する排水部を設けたものである。
排水性舗装を施工した道路上に降った雨水は、透水層の内部に浸透し、その下の不透水層の上面に沿って透水層内部を流れて側溝ブロックに至り、排水部から側溝内部に流れ込んで排水される。
In recent years, pavement called drainage pavement is increasing on roads.
In this drainage pavement, a water-impermeable layer made of a water-impermeable pavement material such as asphalt is formed on a roadbed, and a water-permeable layer made of a water-permeable pavement material such as porous concrete is formed thereon.
A gutter block for drainage pavement is laid along the road of drainage pavement. This is provided with a drainage portion communicating with the inside and outside of the upper side plate of the block.
Rainwater that falls on the road with drainage pavement penetrates into the permeable layer, flows along the upper surface of the impermeable layer below it, reaches the gutter block, and enters the gutter block from the drainage section. It flows in and is drained.

排水性舗装用の側溝ブロックは、例えば、下記特許文献1〜3に開示されている。
これらの側溝ブロックの側壁上部には排水部が設けられている。排水部は側壁の内外を連通する孔で、孔の径は10cm程度又はそれ以上の比較的大きいものであるので、側溝を敷設した後に排水性舗装を施工すると、舗装材が排水部から側溝内部に入り込んでしまう。これを防ぐために、孔の外側面に金属製、プラスチック製などのフィルターを装着している。
The side groove block for drainage pavement is disclosed in, for example, Patent Documents 1 to 3 below.
A drainage portion is provided in the upper part of the side wall of these gutter blocks. The drainage part is a hole that communicates the inside and outside of the side wall, and the diameter of the hole is relatively large, about 10 cm or more. Get in. In order to prevent this, a filter made of metal or plastic is attached to the outer surface of the hole.

特開2004−183216号公報JP 2004-183216 A 特開2007−247402号公報JP 2007-247402 A 特開2008−121290号公報JP 2008-121290 A

従来の排水性舗装用側溝ブロックは、比較的大きな孔からなる排水部が形成されているので、当該部分の強度が弱く、自動車が側溝の上を通過したときなどに、当該部分が損傷するおそれがあった。
また、舗装材が側溝内部に入り込むのを防止する、別部材のフィルターが不可欠で、コスト高となり、フィルターの取り付け作業も煩雑であった。
本発明は、従来に比べて排水部の強度を向上し、当該部分が損傷するおそれを軽減すること、またフィルターを不要にしてフィルターの取り付け作業をなくすと共にコストを低減することを課題とするものである。
The conventional drainage pavement side groove block has a drainage part composed of relatively large holes, so the strength of the part is weak, and the part may be damaged when the automobile passes over the side groove. was there.
Further, a separate filter for preventing the pavement material from entering the inside of the side groove is indispensable, resulting in high cost and complicated filter installation work.
It is an object of the present invention to improve the strength of a drainage part as compared with the conventional case, to reduce the possibility of damaging the part, to eliminate the need for a filter, to eliminate the work of attaching the filter, and to reduce the cost. It is.

〔請求項1〕
本発明は、側壁上部に蓋を載置する蓋受面が形成され、該蓋受面の外側に起立する立上部を有し、
前記蓋受面を樋状に切り欠く第一切欠部と該第一切欠部に連続して前記立上部の内側を切り欠く第二切欠部により内側切欠部が形成され、
該内側切欠部に対応して側壁外側を切り欠く外側切欠部が形成され、
該内側切欠部と外側切欠部の間に前記立上部よりも肉薄の肉薄部が形成され、
該肉薄部にスリット状又は小穴状の複数の通水孔が形成されていることを特徴とする排水性舗装用側溝ブロックである。
[Claim 1]
The present invention has a lid receiving surface on which a lid is placed on the upper side wall, and has an upright portion that stands on the outside of the lid receiving surface,
An inner notch is formed by a first notch that cuts off the lid receiving surface in a bowl shape and a second notch that is notch the inner side of the upright portion continuously to the first notch.
An outer notch that cuts the outside of the side wall corresponding to the inner notch is formed,
A thin part thinner than the upright part is formed between the inner notch part and the outer notch part,
A drainage pavement side groove block characterized in that a plurality of slit-shaped or small-hole water passage holes are formed in the thin portion.

本発明の側溝ブロックは、通水孔を、肉薄部に設けた複数のスリット状又は穴状にしたので、従来の側溝ブロックの大きな径の孔に比べて断面欠損が少なく、当該部分の強度が向上する。また、側溝を敷設した後に排水性舗装を施工すると、外側切欠部に舗装材が充填され、これによっても当該部分の強度が向上する。
スリット状又は穴状の通水孔は、舗装材が側溝内部に浸入しない大きさに適宜設計できるので、従来のようなフィルターが不要となる。
The side groove block of the present invention has a plurality of slits or holes formed in the thin portion of the water passage hole, so that there are fewer cross-sectional defects than the large diameter hole of the conventional side groove block, and the strength of the part is improves. Moreover, when drainage pavement is constructed after laying the gutter, the outer notch is filled with the pavement material, which also improves the strength of the part.
Since the slit-shaped or hole-shaped water passage holes can be appropriately designed so that the pavement material does not enter the side grooves, a conventional filter is not required.

〔請求項2〕
また本発明は、請求項1の側溝ブロックを成形する型枠であって、前記内側切欠部を成形する内側型抜材と前記外側切欠部を成形する外側型抜材を有し、
前記内側型抜材は前記内側切欠部の形状に対応した形状を有すると共に内面に前記通水孔の内側部分を成形する突出部を有し、
前記外側型抜材は前記外側切欠部の形状に対応した形状を有すると共に内面に前記通水孔の外側部分を成形する突出部を有し、
前記内側型抜材を型枠の内型の前記蓋受面を成形する部分に着脱自在に取り付け、前記外側型抜材を型枠のブロック側面を成形する側板に取り付け、型枠の組み立て状態において前記内側型抜材と外側型抜材の突出部が互いに接触することを特徴とする排水性舗装用側溝ブロックの型枠である。
[Claim 2]
Further, the present invention is a mold for molding the side groove block according to claim 1, comprising an inner die cutting material for molding the inner notch portion and an outer die cutting material for molding the outer notch portion,
The inner die-cutting material has a shape corresponding to the shape of the inner notch and a protrusion for forming the inner portion of the water passage hole on the inner surface.
The outer die-cutting material has a shape corresponding to the shape of the outer notch, and has a protrusion for forming the outer portion of the water passage hole on the inner surface,
In the assembled state of the mold, the inner die cutting material is detachably attached to a portion of the inner mold of the mold that molds the lid receiving surface, and the outer die cutting material is attached to a side plate that molds the block side surface of the mold. The drainage pavement side groove block mold is characterized in that protrusions of the inner die cutting material and the outer die cutting material are in contact with each other.

〔請求項3〕
また本発明は、請求項1の側溝ブロックを成形する型枠であって、前記内側切欠部を成形する内側型抜材と前記外側切欠部を成形する外側型抜材を有し、
前記内側型抜材は前記内側切欠部の形状に対応した形状を有し、前記外側型抜材は前記外側切欠部の形状に対応した形状を有し、
前記内側型抜材又は前記外側型抜材の内面に前記通水孔を成形する突出部を有し、
前記内側型抜材を型枠の内型の前記蓋受面を成形する部分に着脱自在に取り付け、前記外側型抜材を型枠のブロック側面を成形する側板に取り付け、型枠の組み立て状態において前記突出部が他方の型抜材に接触することを特徴とする排水性舗装用側溝ブロックの型枠である。
[Claim 3]
Further, the present invention is a mold for molding the side groove block according to claim 1, comprising an inner die cutting material for molding the inner notch portion and an outer die cutting material for molding the outer notch portion,
The inner die cutting material has a shape corresponding to the shape of the inner notch portion, and the outer die cutting material has a shape corresponding to the shape of the outer notch portion,
A protrusion for forming the water passage hole on an inner surface of the inner die cutting material or the outer die cutting material;
In the assembled state of the mold, the inner die cutting material is detachably attached to a portion of the inner mold of the mold that molds the lid receiving surface, and the outer die cutting material is attached to a side plate that molds the block side surface of the mold. It is a formwork of the side groove block for drainage pavement characterized by the said protrusion part contacting the other die cutting material.

請求項1の側溝ブロックは、請求項2,3の型枠で容易に製造することができる。
従来、側溝ブロックにフィルターが不要なスリット状又は穴状の通水孔を形成することは困難とされていたが、型抜材を内側型抜材と外側型抜材に分割し、内側型抜材を型枠の内型の蓋受面を成形する部分に着脱自在に取り付け、外側型抜材を型枠のブロック側面を成形する側板に取り付けることで可能になった。
脱型時に、外側型抜材は側板を開いたときに側板と共にコンクリートから離脱し、内側型抜材はコンクリート内に入ったままブロックと共に脱型される(図18)。内側型抜材は、ブロックを型枠から脱型した後、ブロック内から抜き出すことができる(図19)。
通水孔を成形する突出部は、内側型抜材の内面、外側型抜材の内面の双方に設けてもよいし(請求項2)、どちらか一方に設けてもよい(請求項3)。
The gutter block according to claim 1 can be easily manufactured with the mold according to claims 2 and 3.
Conventionally, it has been difficult to form slit-shaped or hole-shaped water passage holes that do not require a filter in the side groove block, but the die cutting material is divided into an inner die cutting material and an outer die cutting material. This is made possible by detachably attaching the material to the part of the mold that forms the lid receiving surface of the inner mold, and attaching the outer mold blank to the side plate that molds the block side surface of the mold.
At the time of demolding, the outer die-cutting material is detached from the concrete together with the side plate when the side plate is opened, and the inner die-cutting material is demolded together with the block while remaining in the concrete (FIG. 18). The inner die cutting material can be extracted from the block after the block is removed from the mold (FIG. 19).
The protrusions for forming the water passage holes may be provided on both the inner surface of the inner die cutting material and the inner surface of the outer die cutting material (Claim 2), or may be provided on either one (Claim 3). .

通常の側溝ブロックを成形する型枠に、内側型抜材と外側型抜材を取り付けることで、本発明の型枠となり、本発明の排水性舗装用側溝ブロックを製造できる。したがって、本発明の型枠は容易かつ低コストに製造でき、本発明側溝ブロックも低コストで製造できる。   By attaching an inner die-cutting material and an outer die-cutting material to a mold that forms a normal gutter block, the mold according to the present invention is obtained, and the drainage pavement side-groove block according to the present invention can be manufactured. Therefore, the formwork of the present invention can be manufactured easily and at low cost, and the side groove block of the present invention can also be manufactured at low cost.

〔請求項4〕
また本発明は、前記内側型抜材が樹脂製である請求項2又は3に記載の排水性舗装用側溝ブロックの型枠である。
[Claim 4]
Moreover, this invention is a formwork of the side groove block for drainage pavement of Claim 2 or 3 whose said inner side die cutting material is resin.

内側型抜材は、金属、木材、樹脂など種々の材質とすることが可能であるが、特に樹脂製とすることで、複雑な形状を安価に製造でき、また適度な弾性を有することでコンクリートからの抜き出しが容易となる。
樹脂は、軟質樹脂やゴム(ウレタンゴムなど)のように適度の弾性を有するものが特に好ましい。
外側型抜材も金属、木材、樹脂など種々の材質とすることが可能である。外側型抜材はコンクリートからの抜き出しが容易であるので、金属製にしても全く不都合はないが、樹脂製とすることで安価に製造することができる。
The inner die-cutting material can be made of various materials such as metal, wood, and resin. However, it is possible to produce a complicated shape at a low cost by using resin in particular, and to provide concrete with appropriate elasticity. Easy to extract from
The resin is particularly preferably a resin having moderate elasticity such as a soft resin or rubber (such as urethane rubber).
The outer die cutting material can also be made of various materials such as metal, wood and resin. Since the outer die-cutting material is easy to be extracted from the concrete, there is no inconvenience even if it is made of metal, but it can be manufactured at low cost by using resin.

〔請求項5〕
また本発明は、型枠の組み立て状態において前記内側型抜材と外側型抜材が接触したときに、内側型抜材と外側型抜材が相互に押圧して圧縮状態になっている請求項4に記載の排水性舗装用側溝ブロックの型枠である。
[Claim 5]
Further, in the present invention, when the inner die cutting material and the outer die cutting material are in contact with each other in an assembled state of the mold, the inner die cutting material and the outer die cutting material are pressed against each other to be in a compressed state. 4 is a formwork of the drainage pavement side groove block according to 4;

型枠の組み立て状態において内側型抜材と外側型抜材が圧縮状態になっていると、内側型抜材及び外側型抜材の、打設されるコンクリートの衝撃による変形、移動、脱落が防止される。   When the inner die cutting material and the outer die cutting material are in a compressed state in the assembled state of the mold, the inner die cutting material and the outer die cutting material are prevented from being deformed, moved and dropped due to the impact of the placed concrete. Is done.

〔請求項6〕
また本発明は、前記内側型抜材が、内蔵する磁石によって、前記内型の蓋受面を成形する部分に着脱自在に取り付けられる請求項2〜5のいずれかに記載の排水性舗装用側溝ブロックの型枠である。
[Claim 6]
Further, according to the present invention, the drainage pavement side groove according to any one of claims 2 to 5, wherein the inner die cutting material is detachably attached to a portion of the inner die cover receiving surface formed by a built-in magnet. Block formwork.

内側型抜材を、内型の蓋受面を成形する部分に着脱自在に取り付けるには、種々の公知手段を採用できるが、磁石により取り付けることによって、きわめて容易に着脱が可能となる。   Various well-known means can be employed for detachably attaching the inner die cutting material to the portion of the inner die that receives the lid receiving surface. However, attachment by a magnet makes it extremely easy to attach and detach.

〔請求項7〕
また本発明は、道路に沿って敷設した請求項1の側溝ブロックと、道路面を覆って施工した排水性舗装からなり、該排水性舗装の透水舗装材が前記外側切欠部に充填されることを特徴とする排水道路構造である。
[Claim 7]
Moreover, this invention consists of the gutter block of Claim 1 laid along the road, and the drainage pavement constructed so as to cover the road surface, and the permeable pavement material of the drainage pavement is filled in the outer notch. It is a drainage road structure characterized by

排水性舗装の透水舗装材が外側切欠部に充填されることによって、通水孔付近(排水部)の強度が向上し、側溝の上を自動車が通過したときなどに、側溝の当該部分が損傷するおそれがほとんどなくなる。   By filling the outer notch with drainable pavement permeable pavement material, the strength near the water passage hole (drainage part) is improved, and when the car passes over the side groove, the relevant part of the side groove is damaged. There is almost no risk of doing so.

本発明の排水性舗装用側溝ブロックは、従来の側溝ブロックに比べて排水部の強度を大きくすることができるので、当該部分が損傷するおそれが低減される。また別部材としてのフィルターが不要であるので、フィルターの製造・取り付けコストが不要であり、煩雑なフィルター取り付け作業もなくなる。
本発明の型枠は、本発明の側溝ブロックを容易かつ安価に製造できる。
本発明の排水道路側溝は、側溝ブロックの排水部の強度が大きくなるので、側溝の上を自動車が通過したときなどに、側溝の当該部分が損傷するおそれがほとんどなくなる。
Since the drainage pavement side groove block of the present invention can increase the strength of the drainage part as compared with the conventional side groove block, the possibility of damaging the part is reduced. Further, since a filter as a separate member is unnecessary, the manufacturing and mounting costs of the filter are unnecessary, and complicated filter mounting work is eliminated.
The formwork of this invention can manufacture the side groove block of this invention easily and cheaply.
Since the drainage road side groove of the present invention increases the strength of the drainage part of the side groove block, there is almost no possibility that the part of the side groove is damaged when an automobile passes over the side groove.

実施例の側溝ブロックの側面図である。It is a side view of the side groove block of an Example. 図1におけるA−A線断面図である。It is the sectional view on the AA line in FIG. 外側切欠部の正面図である。It is a front view of an outside notch. 内側切欠部の正面図である。It is a front view of an inner notch part. 図15におけるB−B線断面図である。It is the BB sectional view taken on the line in FIG. 図15におけるC−C線断面図である。It is CC sectional view taken on the line in FIG. 図15におけるD−D線断面図である。It is the DD sectional view taken on the line in FIG. 内側切欠部の斜視図である。It is a perspective view of an inner side notch part. 内側型抜材の説明図である。It is explanatory drawing of an inner side die cutting material. 外側型抜材の説明図である。It is explanatory drawing of an outer side die cutting material. 内側型抜材と外側型抜材の組合せ状態の平面図である。It is a top view of the combination state of an inner side die cutting material and an outer side die cutting material. 内側型抜材と外側型抜材の組合せ状態の側面図である。It is a side view of the combination state of an inner side die cutting material and an outer side die cutting material. 型枠を組み立てた状態の要部断面説明図である。It is principal part cross-section explanatory drawing of the state which assembled the formwork. 型枠で側溝ブロックを製造する手順の説明図である。It is explanatory drawing of the procedure which manufactures a gutter block with a formwork. 型枠で側溝ブロックを製造する手順の説明図である。It is explanatory drawing of the procedure which manufactures a gutter block with a formwork. 型枠で側溝ブロックを製造する手順の説明図である。It is explanatory drawing of the procedure which manufactures a gutter block with a formwork. 型枠で側溝ブロックを製造する手順の説明図である。It is explanatory drawing of the procedure which manufactures a gutter block with a formwork. 型枠で側溝ブロックを製造する手順の説明図である。It is explanatory drawing of the procedure which manufactures a gutter block with a formwork. 型枠で側溝ブロックを製造する手順の説明図である。It is explanatory drawing of the procedure which manufactures a gutter block with a formwork. 実施例の排水道路構造の要部断面説明図である。It is principal part sectional explanatory drawing of the drainage road structure of an Example. 内側型抜材と外側型抜材(他例)の組合せ状態の平面図である。It is a top view of the combination state of an inner side die cutting material and an outer side die cutting material (other examples). 内側型抜材と外側型抜材(他例)の組合せ状態の平面図である。It is a top view of the combination state of an inner side die cutting material and an outer side die cutting material (other examples). 内側型抜材(他例)の内面図である。It is an inner surface figure of an inner side die cutting material (other examples). 外側型抜材(他例)の内面図である。It is an inner surface figure of an outer side die cutting material (other example). 図23の内側型抜材と図24の外側型抜材の組合せ状態の平面図である。It is a top view of the combined state of the inner side die cutting material of FIG. 23, and the outer side die cutting material of FIG. 図23の内側型抜材と図24の外側型抜材の組合せ状態の側面図である。It is a side view of the combined state of the inner side die cutting material of FIG. 23, and the outer side die cutting material of FIG. 図25,26の内側型抜材と外側型抜材を用いた側溝の外側切欠部の正面図である。It is a front view of the outer side notch part of the side groove | channel using the inner side die cutting material and outer side die cutting material of FIG. 図27におけるF−F線断面図である。It is the FF sectional view taken on the line in FIG.

図1,2に示す実施例の側溝ブロック1は、対向する2枚の側壁11の下部を底板12で連結一体化した、いわゆるU字溝で、側壁11の上部に蓋を載置する蓋受面13が形成され、蓋受面13の外側に起立する立上部14を有する。また、道路側の一方の側壁11の上部に4カ所の排水部1aが形成されている。
図3〜8に側溝ブロック1の排水部1aの詳細を示す。
排水部1aは、内側切欠部15、外側切欠部16を有する。内側切欠部15は蓋受面13を樋状に切り欠く第一切欠部15aと、これに連続して立上部14の内側を切り欠く第二切欠部15bからなる。外側切欠部16は、内側切欠部15に対応する位置の側壁11外側を切り欠いた部分である。
内側切欠部と外側切欠部の間に立上部14よりも肉薄の肉薄部17が形成され、肉薄部17にスリット状の3個の通水孔18が形成されている。このため、肉薄部17は2本の柱状となっており、これにより排水部1aの強度が大きくなっている。
The side groove block 1 of the embodiment shown in FIGS. 1 and 2 is a so-called U-shaped groove in which the lower portions of two opposing side walls 11 are connected and integrated by a bottom plate 12. A surface 13 is formed and has a raised portion 14 that stands on the outside of the lid receiving surface 13. Further, four drainage portions 1a are formed on the upper portion of one side wall 11 on the road side.
The detail of the drainage part 1a of the gutter block 1 is shown in FIGS.
The drainage part 1 a has an inner notch part 15 and an outer notch part 16. The inner notch portion 15 includes a first notch portion 15a in which the lid receiving surface 13 is notched in a bowl shape, and a second notch portion 15b in which the inside of the upright portion 14 is continuously cut out. The outer cutout portion 16 is a portion in which the outside of the side wall 11 at a position corresponding to the inner cutout portion 15 is cut out.
A thin portion 17 thinner than the upright portion 14 is formed between the inner notch portion and the outer notch portion, and three slit-shaped water passage holes 18 are formed in the thin portion 17. For this reason, the thin part 17 becomes two pillar shape, and the intensity | strength of the drainage part 1a is large by this.

本実施例の側溝ブロック1は、内側型抜材3及び外側型抜材4を取り付けた型枠によって製造される。
図9に示されるように、内側型抜材3は、内側切欠部15の形状に対応した外形形状を有すると共に、内面(側壁の内側方向を向いた面)に通水孔18の内側部分を成形する突出部33が形成されている。また、磁石34、位置決めのためのボルト35、補強のための補強鉄板36を内蔵し、ボルト35の先端部は外部に突出している。内側型抜材3はウレタンゴム製で、磁石34、ボルト35、補強鉄板36を金型にインサートした射出成形(インサート成形)により製造することができる。なお、ボルト35及び補強鉄板36は、必ずしも必要なものではない。
The side groove block 1 of the present embodiment is manufactured by a mold frame to which an inner die cutting material 3 and an outer die cutting material 4 are attached.
As shown in FIG. 9, the inner die cutting material 3 has an outer shape corresponding to the shape of the inner notch 15, and the inner portion of the water passage hole 18 is formed on the inner surface (the surface facing the inner side of the side wall). A projecting portion 33 to be molded is formed. Further, a magnet 34, a bolt 35 for positioning, and a reinforcing iron plate 36 for reinforcement are built in, and the tip of the bolt 35 protrudes to the outside. The inner die cutting material 3 is made of urethane rubber, and can be manufactured by injection molding (insert molding) in which a magnet 34, a bolt 35, and a reinforcing iron plate 36 are inserted into a mold. Note that the bolt 35 and the reinforcing iron plate 36 are not necessarily required.

図10に示されるように、外側型抜材4は、外側切欠部16の形状に対応した外形形状を有すると共に、内面(側壁の内側方向を向いた面)に通水孔18の外側部分を成形する突出部41が形成されている。外側型抜材4もウレタンゴム製で、通常の射出成形により製造することができる。   As shown in FIG. 10, the outer die cutting material 4 has an outer shape corresponding to the shape of the outer notch 16, and an outer portion of the water passage hole 18 on the inner surface (the surface facing the inner side of the side wall). A projecting portion 41 to be molded is formed. The outer die cutting material 4 is also made of urethane rubber and can be manufactured by ordinary injection molding.

内側型抜材3、外側型抜材4は、図13に示すように側溝ブロック1を成形する型枠2に取り付けられる。
型枠2は、流水溝内面、蓋受面、立上部の内面と上面を成形する内型21、側壁外面を成形する側板22及び端面を成形する妻板(図示せず)を有する。
内型21の蓋受面成形部21aには、位置決め用の穴24が設けられており、内側型抜材のボルト35先端を穴24に挿入することで、内側型抜材3が内型21の蓋受面成形部21aの所定位置に磁石34の磁力によって着脱自在に取り付けられる。
外側型抜材4は、側板22の所定位置に接着剤により取り付けられる。外側型抜材4の取り付け方法は接着に限るものではなく、外側型抜材にボルトを埋め込んでおき、ボルトナットによって取り付けるなど、任意の方法で取り付けることができる。また、外側型枠材を金属製にした場合は,溶接により取り付けることができる。
The inner die cutting material 3 and the outer die cutting material 4 are attached to a mold 2 for forming the side groove block 1 as shown in FIG.
The mold frame 2 has a running water groove inner surface, a lid receiving surface, an inner mold 21 that molds the inner surface and upper surface of the upright portion, a side plate 22 that molds the outer surface of the side wall, and a face plate (not shown) that molds the end surface.
The lid receiving surface molding portion 21a of the inner mold 21 is provided with a positioning hole 24. By inserting the tip of the bolt 35 of the inner mold cutting material into the hole 24, the inner mold cutting material 3 is moved to the inner mold 21. The lid receiving surface molding portion 21a is detachably attached to the predetermined position by the magnetic force of the magnet 34.
The outer die cutting material 4 is attached to a predetermined position of the side plate 22 with an adhesive. The method of attaching the outer die cutting material 4 is not limited to adhesion, and it can be attached by any method such as embedding bolts in the outer die cutting material and attaching them with bolts and nuts. When the outer formwork is made of metal, it can be attached by welding.

図11,12は、内側型抜材3と外側型抜材4が型枠内で組み合わさった状態を示している。内側型抜材の突出部33と外側型抜材の突出部41の内面どうしが接触し、この部分にコンクリートが充填されないため、突出部33,41によってスリット状の通水孔18が成形される。
内側型抜材3と外側型抜材4の幅寸法の合計を、側溝ブロック側壁の当該部分の幅寸法よりも若干大きく(1〜5mm程度)することで、図13のように型枠が組み立てられたとき、内側型抜材3と外側型抜材4が相互に押圧して圧縮状態になり、打設されるコンクリートの衝撃による変形、移動、脱落が防止される。
11 and 12 show a state in which the inner die cutting material 3 and the outer die cutting material 4 are combined in the mold frame. Since the inner surface of the projecting portion 33 of the inner die-cutting material and the inner surface of the projecting portion 41 of the outer die-cutting material are in contact with each other, and this portion is not filled with concrete, the slit-shaped water passage hole 18 is formed by the projecting portions 33 and 41. .
The frame is assembled as shown in FIG. 13 by making the total width dimension of the inner die cutting material 3 and the outer die cutting material 4 slightly larger (about 1 to 5 mm) than the width dimension of the portion of the side groove block side wall. When this is done, the inner die-cutting material 3 and the outer die-cutting material 4 are pressed against each other to be in a compressed state, preventing deformation, movement, and dropping off due to the impact of the placed concrete.

次に、図14〜19に基づいて、側溝ブロック1の製造過程を説明する。
なお、図14〜19の型枠2は、U字溝を成形する最も一般的なものを例示したものであり、本発明の型枠はこれに限るものではない。
型枠2は、流水溝内面、蓋受面、立上部の内面と上面を成形する内型21、側壁外面を成形する側板22及び端面を成形する妻板(図示せず)を有し、側溝ブロック1を上下逆さまにした状態で成形するものである。
内型21は、流水溝内面を成形するU字状の流水溝成形面に続いて、蓋受面成形部21a、立上部内面成形部21b、立上面上面成形部21cが一体に設けられている。側板22は枢着部23によって回動自在に内型の基部に取り付けられており、コンクリートを流し込むときは図16のように起立状態に組み立てられ、脱型するときは図18のように傾斜状態にする。
Next, the manufacturing process of the side groove block 1 will be described based on FIGS.
Note that the mold 2 shown in FIGS. 14 to 19 exemplifies the most general one for forming a U-shaped groove, and the mold of the present invention is not limited to this.
The mold frame 2 includes a flow groove inner surface, a lid receiving surface, an inner mold 21 for forming the inner surface and upper surface of the upright portion, a side plate 22 for forming the outer surface of the side wall, and a face plate (not shown) for forming the end surface. 1 is formed in an upside down state.
The inner mold 21 is integrally provided with a lid receiving surface molding portion 21a, an upright inner surface molding portion 21b, and a rising upper surface upper surface molding portion 21c, following a U-shaped running water groove molding surface that molds the inner surface of the flowing water groove. . The side plate 22 is pivotally attached to the base of the inner mold by a pivoting portion 23, and is assembled in an upright state as shown in FIG. 16 when pouring concrete, and in an inclined state as shown in FIG. 18 when demolding. To.

図14は、内側型抜材3を内型の蓋受面成形部21aに着脱自在に取り付けようとするところである。外側型抜材4は、予め側板22に接着固定(完全固定)されている。
図15は、内側型抜材3を内型の蓋受面成形部21aに着脱自在に取り付けたところである。内側型抜材3は磁石により固定されるので、取り付け作業はきわめて容易である。
図16は、図15の状態から側板22を起立させて、型枠を組み立てた状態である。
図17は、図16の型枠内にコンクリートを打設した状態である。コンクリートの上面は金ごて仕上を行い、コンクリートが硬化するまで養生される。
図18は、コンクリート硬化後に、側板22を傾斜させ、成形した側溝ブロックを上方に引き上げて脱型している状態である。外側型抜材4は、側板22に完全固定されており、側板22を開いたときに側板と共にコンクリート内から離脱する。内側型抜材3は磁力で内型21に固定されているだけなので、コンクリート内に留まったまま側溝ブロック1と共に脱型される。
図19は、脱型した側溝ブロック1内から内側型抜材3を取り出したところである。内側型抜材3は、矢印に示すように内側方向に引き抜くことで側溝ブロックから取り出すことができる。
図14〜19を繰り返すことで、側溝ブロック1を容易に製造することができる。
FIG. 14 shows a case where the inner die cutting material 3 is detachably attached to the inner lid receiving surface molding portion 21a. The outer die cutting material 4 is bonded and fixed (completely fixed) to the side plate 22 in advance.
FIG. 15 shows a state in which the inner die cutting material 3 is detachably attached to the inner die cover receiving surface molding portion 21a. Since the inner die cutting material 3 is fixed by a magnet, the attaching operation is very easy.
FIG. 16 shows a state in which the side plate 22 is erected from the state shown in FIG.
FIG. 17 shows a state in which concrete is placed in the mold shown in FIG. The top surface of the concrete is finished with a gold iron and cured until the concrete hardens.
FIG. 18 shows a state in which the side plate 22 is inclined and the molded side groove block is pulled upward and demolded after the concrete is hardened. The outer die cutting material 4 is completely fixed to the side plate 22 and is detached from the concrete together with the side plate when the side plate 22 is opened. Since the inner die-cutting material 3 is only fixed to the inner die 21 by a magnetic force, it is removed from the mold together with the side groove block 1 while remaining in the concrete.
FIG. 19 shows a state where the inner die-cutting material 3 is taken out from the removed side groove block 1. The inner die-cutting material 3 can be taken out from the side groove block by being pulled out in the inner direction as indicated by an arrow.
The side groove block 1 can be easily manufactured by repeating FIGS.

図20は、側溝ブロック1を敷設した後、排水性舗装で道路5を施工した、実施例の排水道路構造の要部断面図である。
排水性舗装は、路盤53の上にアスファルトなどの不透水性舗装材でなる不透水層52を形成し、その上にポーラスコンクリートなどの透水性舗装材でなる透水層51を形成したものである。透水層51の透水舗装材が外側切欠部16及び通水孔18の一部に充填されるため、排水部の強度が大きくなり、側溝の上を自動車が通過しても側溝の当該部分が損傷するおそれがほとんどなくなる。
FIG. 20 is a cross-sectional view of an essential part of the drainage road structure of the embodiment in which the road 5 is constructed by drainage pavement after the gutter block 1 is laid.
In the drainage pavement, an impermeable layer 52 made of an impermeable pavement material such as asphalt is formed on a roadbed 53, and a permeable layer 51 made of a water permeable pavement material such as porous concrete is formed thereon. . Since the water-permeable pavement material of the water-permeable layer 51 is filled in a part of the outer cutout portion 16 and the water passage hole 18, the strength of the drainage portion increases, and even if the automobile passes over the side groove, the portion of the side groove is damaged. There is almost no risk of doing so.

図21は、内側型抜材3と外側型抜材4の他例を示している。この場合、内側型抜材3には突出部が形成されておらず、外側型抜材4のみに突出部41が形成されている。   FIG. 21 shows another example of the inner die cutting material 3 and the outer die cutting material 4. In this case, no protrusion is formed on the inner die cutting material 3, and the protrusion 41 is formed only on the outer die cutting material 4.

図22は、図21とは逆に、内側型抜材3のみに突出部33が形成されて、外側型抜材4に突出部が形成されていない例である。
このように、突出部は内側型抜材3又は外側型抜材4の一方のみに設けることもできる。
FIG. 22 shows an example in which the protruding portion 33 is formed only on the inner die-cutting material 3 and the protruding portion is not formed on the outer die-cutting material 4, contrary to FIG. 21.
As described above, the protruding portion can be provided only on one of the inner die cutting material 3 and the outer die cutting material 4.

図23〜26は、内側型抜材3と外側型抜材4の突出部33,41を円板状にした例である。このようにすると、図27,28に示されるように、側溝ブロックの通水孔18が穴状に形成される。   23 to 26 are examples in which the protruding portions 33 and 41 of the inner die cutting material 3 and the outer die cutting material 4 are formed in a disk shape. In this way, as shown in FIGS. 27 and 28, the water passage hole 18 of the side groove block is formed in a hole shape.

上記の実施例は、側溝ブロックがいわゆるU字溝である場合について説明したが、本発明はU字溝のみならず、いわゆる可変勾配型の側溝や暗渠型の側溝など、蓋受面と立上部を有する側溝全般に適用することができる。   In the above embodiment, the case where the side groove block is a so-called U-shaped groove has been described. However, the present invention is not limited to the U-shaped groove, and the lid receiving surface and the upright portion such as a so-called variable gradient type side groove and a culvert type side groove. It can be applied to all side grooves having

1 側溝ブロック
1a 排水部
11 側壁
12 底板
13 蓋受面
14 立上部
15 内側切欠部
15a 第一切欠部
15b 第二切欠部
16 外側切欠部
17 肉薄部
18 通水孔
2 型枠
21 内型
21a 蓋受面成形部
21b 立上部内面成形部
21c 立上部上面成形部
22 側板
23 枢着部
24 穴
3 内側型抜材
31 第一切欠部成形部
32 第二切欠部成形部
33 突出部
34 磁石
35 ボルト
36 補強鉄板
4 外側型抜材
41 突出部
5 道路
51 透水層
52 不透水層
53 路盤
DESCRIPTION OF SYMBOLS 1 Side groove block 1a Drain part 11 Side wall 12 Bottom plate 13 Lid receiving surface 14 Standing upper part 15 Inner notch part 15a First notch part 15b Second notch part 16 Outer notch part 17 Thin part 18 Water flow hole 2 Form frame 21 Inner type 21a Lid receiving surface molding part 21b Standing upper part inner molding part 21c Standing upper part upper molding part 22 Side plate 23 Pivoting part 24 Hole 3 Inner die cutting material 31 First notch molding part 32 Second notch molding part 33 Projection part 34 Magnet 35 Bolt 36 Reinforced steel plate 4 Outer die cutting 41 Projection 5 Road 51 Water permeable layer 52 Water impermeable layer 53 Roadbed

Claims (7)

側壁上部に蓋を載置する蓋受面が形成され、該蓋受面の外側に起立する立上部を有し、
前記蓋受面を樋状に切り欠く第一切欠部と該第一切欠部に連続して前記立上部の内側を切り欠く第二切欠部により内側切欠部が形成され、
該内側切欠部に対応して側壁外側を切り欠く外側切欠部が形成され、
該内側切欠部と外側切欠部の間に前記立上部よりも肉薄の肉薄部が形成され、
該肉薄部にスリット状又は小穴状の複数の通水孔が形成されていることを特徴とする排水性舗装用側溝ブロック。
A lid receiving surface on which the lid is placed is formed on the upper portion of the side wall, and has a raised portion that stands on the outside of the lid receiving surface;
An inner notch is formed by a first notch that cuts off the lid receiving surface in a bowl shape and a second notch that is notch the inner side of the upright portion continuously to the first notch.
An outer notch that cuts the outside of the side wall corresponding to the inner notch is formed,
A thin part thinner than the upright part is formed between the inner notch part and the outer notch part,
A drainage pavement side groove block characterized in that a plurality of slit-shaped or small hole-shaped water passage holes are formed in the thin portion.
請求項1の側溝ブロックを成形する型枠であって、前記内側切欠部を成形する内側型抜材と前記外側切欠部を成形する外側型抜材を有し、
前記内側型抜材は前記内側切欠部の形状に対応した形状を有すると共に内面に前記通水孔の内側部分を成形する突出部を有し、
前記外側型抜材は前記外側切欠部の形状に対応した形状を有すると共に内面に前記通水孔の外側部分を成形する突出部を有し、
前記内側型抜材を型枠の内型の前記蓋受面を成形する部分に着脱自在に取り付け、前記外側型抜材を型枠のブロック側面を成形する側板に取り付け、型枠の組み立て状態において前記内側型抜材と外側型抜材の突出部が互いに接触することを特徴とする排水性舗装用側溝ブロックの型枠。
A mold for molding the side groove block according to claim 1, comprising an inner die cutting material for molding the inner notch portion and an outer die cutting material for molding the outer notch portion,
The inner die-cutting material has a shape corresponding to the shape of the inner notch and a protrusion for forming the inner portion of the water passage hole on the inner surface.
The outer die-cutting material has a shape corresponding to the shape of the outer notch, and has a protrusion for forming the outer portion of the water passage hole on the inner surface,
In the assembled state of the mold, the inner die cutting material is detachably attached to a portion of the inner mold of the mold that molds the lid receiving surface, and the outer die cutting material is attached to a side plate that molds the block side surface of the mold. The drainage pavement side groove block form, wherein the inner die cutting material and the outer die cutting member are in contact with each other.
請求項1の側溝ブロックを成形する型枠であって、前記内側切欠部を成形する内側型抜材と前記外側切欠部を成形する外側型抜材を有し、
前記内側型抜材は前記内側切欠部の形状に対応した形状を有し、前記外側型抜材は前記外側切欠部の形状に対応した形状を有し、
前記内側型抜材又は前記外側型抜材の内面に前記通水孔を成形する突出部を有し、
前記内側型抜材を型枠の内型の前記蓋受面を成形する部分に着脱自在に取り付け、前記外側型抜材を型枠のブロック側面を成形する側板に取り付け、型枠の組み立て状態において前記突出部が他方の型抜材の内面に接触することを特徴とする排水性舗装用側溝ブロックの型枠。
A mold for molding the side groove block according to claim 1, comprising an inner die cutting material for molding the inner notch portion and an outer die cutting material for molding the outer notch portion,
The inner die cutting material has a shape corresponding to the shape of the inner notch portion, and the outer die cutting material has a shape corresponding to the shape of the outer notch portion,
A protrusion for forming the water passage hole on an inner surface of the inner die cutting material or the outer die cutting material;
In the assembled state of the mold, the inner die cutting material is detachably attached to a portion of the inner mold of the mold that molds the lid receiving surface, and the outer die cutting material is attached to a side plate that molds the block side surface of the mold. The formwork of the side groove block for drainage pavement characterized by the above-mentioned projection part contacting the inner surface of the other die cutting material.
前記内側型抜材が樹脂製である請求項2又は3に記載の排水性舗装用側溝ブロックの型枠。   The formwork of the drainage pavement side groove block according to claim 2 or 3, wherein the inner die cutting material is made of resin. 型枠の組み立て状態において前記内側型抜材と外側型抜材が接触したときに、内側型抜材と外側型抜材が相互に押圧して圧縮状態になっている請求項4に記載の排水性舗装用側溝ブロックの型枠。   The drainage according to claim 4, wherein the inner die cutting material and the outer die cutting material are pressed against each other when the inner die cutting material and the outer die cutting material are in contact with each other in the assembled state of the mold. Form for side groove block for pavement. 前記内側型抜材が、内蔵する磁石によって、前記内型の蓋受面を成形する部分に着脱自在に取り付けられる請求項2〜5のいずれかに記載の排水性舗装用側溝ブロックの型枠。   The formwork of the side groove block for drainage pavement according to any one of claims 2 to 5, wherein the inner die cutting material is detachably attached to a portion of the inner die that receives the lid receiving surface by a built-in magnet. 道路に沿って敷設した請求項1の側溝ブロックと、道路面を覆って施工した排水性舗装からなり、該排水性舗装の透水舗装材が前記外側切欠部に充填されることを特徴とする排水道路構造。   A drainage comprising the gutter block according to claim 1 laid along a road and a drainage pavement constructed so as to cover the road surface, and the permeable pavement material of the drainage pavement is filled in the outer notch. Road structure.
JP2009278201A 2009-12-08 2009-12-08 Drainage pavement side gutter block, drainage pavement gutter block formwork and drainage road structure. Expired - Fee Related JP5219161B2 (en)

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