JP3035668U - Drainage device for drainage pavement - Google Patents

Drainage device for drainage pavement

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Publication number
JP3035668U
JP3035668U JP1996009994U JP999496U JP3035668U JP 3035668 U JP3035668 U JP 3035668U JP 1996009994 U JP1996009994 U JP 1996009994U JP 999496 U JP999496 U JP 999496U JP 3035668 U JP3035668 U JP 3035668U
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Japan
Prior art keywords
drainage
drainage channel
shape
pavement
channel
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.)
Expired - Lifetime
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JP1996009994U
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Japanese (ja)
Inventor
貴紀 根木
清 鈴木
耕 山本
Original Assignee
株式会社ダイクレ
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Priority to JP1996009994U priority Critical patent/JP3035668U/en
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Abstract

(57)【要約】 【目的】 排水桝の間隔に排水路を敷設する場合、排水
桝の間隔は一定ではなく場所によって異なる。そのた
め、排水路の定尺サイズだけでは、端部に隙間が出来
る。そこで、排水路の伸縮装置を考案し、現場作業で切
断する作業をなくする。 【構成】 伸縮装置は排水路の伏せた略コの字形状の中
に収まる大きさの挿入部と排水路の伏せた略コの字と同
形状の固定部とからなる。排水装置の挿入部を排水路5
に挿入することで、重なりあう長さを増減することによ
り、排水路の長さを調整するものである。
(57) [Summary] [Purpose] When laying drainage channels at the intervals of drainage basins, the intervals between drainage basins are not constant and vary from place to place. Therefore, a gap is created at the end only with the standard size of the drainage channel. Therefore, we devised an expansion / contraction device for the drainage channel to eliminate the work of cutting on site. [Structure] The expander / contractor comprises an insertion part having a size that can be accommodated in the inverted U-shape of the drainage channel and a fixing part having the same shape as the inverted U-shape of the drainage channel. Insert the drainage device into the drainage channel 5
The length of the drainage channel is adjusted by increasing or decreasing the overlapping length by inserting into the.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、道路、道路橋、高架駐車場あるいは飛行場等(以下道路等)の排水 性舗装における排水路に関する物である。 The present invention relates to a drainage canal in a drainage pavement such as a road, a road bridge, an elevated parking lot or an airfield (hereinafter referred to as a road).

【0002】[0002]

【従来の技術】[Prior art]

道路等の舗装に際しては、排水性表層アスファルトを施工した排水性舗装が普 及してきており、雨水の排水を容易にすると共に、舗装部及び路盤(地盤あるい は床版)の保護が計られている。排水性舗装を施工するには、先ず、横断勾配を 設けられた路盤の表面に、路肩に沿って排水桝間に溝を形成しつつ不透水性基層 アスファルトを敷設し、次に、両側の路肩に沿う構内に透水性排水管を設置し、 その後透水性排水管及び不透水性基層アスファルトを覆う排水性表層アスファル トを敷設して排水性舗装及び排水路が構成されている。透水性排水管は排水性舗 装材料を充填したコンクリート製あるいは、樹脂製、ステンレス製の透水性排水 管であり、路肩に沿って所定間隔をおいて設けられた排水桝に接続されている。 In pavement of roads, etc., drainage pavement constructed with drainage surface asphalt is widely used, which facilitates drainage of rainwater and protects the pavement and roadbed (ground or floor slab). ing. To construct drainage pavement, first lay an impermeable base layer asphalt on the surface of a roadbed with a cross slope while forming a groove along the shoulder between drainage basins, and then on the shoulders on both sides. A drainage pavement and drainage channel are constructed by installing a permeable drainage pipe in the premises along the line and then laying a drainage surface layer asphalt covering the permeable drainage pipe and the impermeable base layer asphalt. The water-permeable drainage pipe is a water-permeable drainage pipe made of concrete, resin, or stainless steel that is filled with a drainage pavement material, and is connected to a drainage basin provided at a predetermined interval along the road shoulder.

【0003】 このように構成される排水性舗装及び排水路を施工された道路等において、そ の表面に降った雨は、排水性表層アスファルトに侵入する。排水性表層アスファ ルトに侵入した雨水は不透水性基層アスファルトに遮られて路盤には侵入せず、 排水性表層アスファルト内を流動し、排水性表層アスファルトよりも低い位置に 配置された透水性排水管へ流入し、透水性排水管内を流動して排水桝へ流入し、 排水桝から排水管等へ排水されている。In a road having a drainage pavement and a drainage channel constructed as described above, rain falling on the surface thereof invades the drainage surface asphalt. Rainwater that has entered the drainage surface asphalt does not enter the roadbed because it is blocked by the impermeable base layer asphalt, flows inside the drainage surface asphalt, and is placed in a position lower than the drainage surface asphalt. It flows into the pipe, flows through the permeable drainage pipe, flows into the drainage basin, and is drained from the drainage basin to the drainage pipe.

【0004】 しかし、従来の透水性排水管は、時間の経過と共に、排水性表層アスファルト 内を雨水と共に流れてくるゴミ、土砂等により目詰まりして透水機能が低下し、 透水機能を徐々に消失してしまうし、排水性表層アスファルト自体もゴミ、土砂 等により目詰まりして排水機能が低下するものである。However, the conventional water-permeable drainage pipe is clogged with dust, earth and sand, etc. flowing with rainwater in the drainage surface asphalt with the passage of time, and the water-permeable function deteriorates, and the water-permeable function gradually disappears. In addition, the drainage surface asphalt itself is also clogged with dust, earth and sand, etc., and the drainage function deteriorates.

【0005】 そこで、本願出願人は、特願平8−157585号で、排水性舗装用排水路と して、軸直角断面が伏せた略コの字形状の長尺構造物に通水孔を長さ方向に間隔 をおいて複数箇所に設けた排水路を路肩に沿わせ、通水孔を道路等の車道側にし て不透水性基層アスファルト上に配置し、排水路の通水孔側に、排水枠体と同一 高さの排水性表層アスファルトを敷設する排水性舗装用排水路を開発し特許出願 済みである。Therefore, the applicant of the present application has disclosed, in Japanese Patent Application No. 8-157585, a drainage channel for a drainage pavement in which a water passage hole is provided in a substantially U-shaped long structure with a cross section perpendicular to the axis. Along the shoulders, drainage channels are provided at multiple locations at intervals in the lengthwise direction, and the water passage holes are placed on the impermeable base layer asphalt, with the water passage holes on the side of the roadway. , Has developed and has applied for a patent for a drainage channel for drainage pavement that lays drainage surface asphalt at the same height as the drainage frame.

【0006】[0006]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来の排水性舗装用排水路(以下排水路)は以上のように構成されているため 、次のような課題が存在している。 すなわち既設の排水桝の間隔は、一定ではなく場所によって異なる。そのため、 排水路の定尺サイズだけでは、端部に隙間が出来る。 その隙間を埋める方法としては、隙間にあわせて、定尺サイズの排水路を現場に て切断して敷設する方法があるが、鋼板製の排水路は金属材料が切断できる大が かりな装置により切断する必要があり手間がかかる。 Since the conventional drainage canal for drainage pavement (hereinafter referred to as drainage canal) is configured as described above, it has the following problems. That is, the intervals between the existing drainage basins are not constant and vary from place to place. Therefore, a gap is created at the end only with the standard size of the drainage channel. As a method of filling the gap, there is a method of cutting and laying a standard size drainage channel at the site according to the gap, but the steel plate drainage channel is cut with a large device capable of cutting metal materials. It takes time and effort.

【0007】 また切断個所の亜鉛めっき処理部が切断され、切断面を現場塗装で処理しても 、亜鉛めっきと比較すると、耐食性は大幅に劣る 本考案は以上のような課題を解決するためになされたものであり、排水路の長 さを伸縮できる装置の提供を目的とする。Further, even if the galvanized portion at the cutting location is cut and the cut surface is treated by painting in-situ, the corrosion resistance is significantly inferior to that of galvanization. The present invention is intended to solve the above problems. The purpose is to provide a device that can expand and contract the length of the drainage channel.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するために、本考案による排水性舗装用排水路(以下排水路) の伸縮装置は以下のように構成されている。 伸縮装置は排水路の伏せた略コの字形状の中に収まる大きさの挿入部と排水路 の伏せた略コの字と同形状の固定部とからなる。 排水装置の挿入部を排水路5に挿入することで、重なりあう長さを増減するこ とにより、排水路の長さを調整するものである。 伸縮装置のコの字の片側側面と上面に相当する板部には、排水路5と同様に通 水孔6aを複数箇所に設け排水性能を確保している。 排水桝の間隔に、定尺サイズのみを割り付けていき、隙間が発生する場合は、 本伸縮装置を1本あるいは2本敷設することであらゆる隙間を埋めることが可能 である。 In order to achieve the above object, the expansion / contraction device for the drainage channel for drainage pavement (hereinafter referred to as drainage channel) according to the present invention is configured as follows. The expansion / contraction device consists of an insert part that fits in the inverted U-shape of the drainage canal and a fixed part that has the same shape as the inverted U-shape of the drainage canal. By inserting the insertion portion of the drainage device into the drainage channel 5, the length of the drainage channel is adjusted by increasing or decreasing the overlapping length. Similar to the drainage channel 5, water holes 6a are provided at a plurality of locations on a plate portion corresponding to one side surface and an upper surface of the U-shape of the expansion / contraction device to secure drainage performance. If only a standard size is assigned to the drainage basin and a gap is created, it is possible to fill all the gaps by laying one or two expansion devices.

【0009】[0009]

【考案の実施の形態】[Embodiment of the invention]

以下、図面と共に本考案による排水性舗装用排水路の伸縮装置の好適な実施の 形態について詳細に説明する。図1は本考案による伸縮装置を適用した排水性舗 装の構成を示す斜視断面図、図2は本考案による伸縮装置の実施例を示す(A) 平面図、(B)正面図、(C)右側面図(D)左側面図である。 Hereinafter, a preferred embodiment of a telescopic device for a drainage pavement drainage device according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a perspective sectional view showing the construction of a drainage pavement to which the expansion / contraction device according to the present invention is applied, FIG. 2 shows an embodiment of the expansion / contraction device according to the present invention, (A) a plan view, (B) a front view, and (C). ) Right side view (D) Left side view.

【0010】 図1において、符号1で示すものは道路等の横断勾配を設けられて平面状に形 成された路盤であり、路盤1の側部には道路等に沿って路肩1aが設けられてい る。また、該路盤1には路肩1aに沿って、適宜間隔で排水桝2が設けられてい る。また前記路盤1の表面には、前面にわたり不透水性基層アスファルト4が敷 設されている。該不透水性基層アスファルト4の上には、前記路肩1aにそって 、前記排水桝2間を接続する排水路5が設けられている。排水桝2間に定尺サイ ズの排水路5を割り付けていくと隙間が発生する。 そこで、本考案の伸縮装置6を1本又は2本敷設することにより排水路5の伏せ た略コの字形状の中に伸縮装置の挿入部を重ねあわせることで排水路の長さを増 減するものである。In FIG. 1, reference numeral 1 denotes a roadbed that is formed in a plane shape with a transverse gradient such as a road, and a side shoulder of the roadbed 1 is provided along a road or the like. ing. The roadbed 1 is also provided with drainage basins 2 along the road shoulder 1a at appropriate intervals. An impermeable base layer asphalt 4 is laid over the front surface of the roadbed 1. On the water-impermeable base layer asphalt 4, a drainage channel 5 is provided along the road shoulder 1a for connecting the drainage basins 2. When the standard size drainage channel 5 is allocated between the drainage basins 2, a gap is created. Therefore, the length of the drainage canal can be increased or decreased by laying one or two telescopic devices 6 of the present invention so that the insertion part of the telescopic device is overlapped with the inverted U-shape of the drainage canal 5. To do.

【0011】 前記不透水性基層アスファルト4の上には、該排水路5及び伸縮装置6の上面 と連続する表面を形成するように、排水性表層アスファルト7が敷設されて排水 性舗装が施工され、排水路5が構成されている。On the water-impermeable base layer asphalt 4, a drainage surface layer asphalt 7 is laid so as to form a surface continuous with the drainage channel 5 and the upper surface of the expansion device 6, and drainage pavement is constructed. The drainage channel 5 is configured.

【0012】 図2において、前記伸縮装置6は、軸直角断面が伏せた略コの字形状の鋼板製 長尺構造物であり、本実施例では、偏平な形状に構成されている。該伸縮装置6 の固定部は、コの字の両端辺に相当する板部の端部は同一高さ及び同一方向に折 り曲げられ、一方の板部は外側へ他方の板部は内側へそれぞれ直角に折り曲げら れている。また、挿入部は、軸直角断面が伏せた略コの字形状の長尺構造物であ りコの字の両端辺に相当する板部の端部は同一高さ及び同一方向に折り曲げられ ているだけであり、排水路の伏せた略コの字形状の中に挿入できるように成形さ れている。In FIG. 2, the expansion / contraction device 6 is a substantially U-shaped steel plate elongated structure having a cross section perpendicular to the axis, and in this embodiment, the expansion device 6 has a flat shape. The fixed part of the expansion / contraction device 6 is bent at the same height and in the same direction at the end portions of the plate portions corresponding to both ends of the U-shape, and one plate portion is outward and the other plate portion is inward. Each is bent at a right angle. In addition, the insertion part is a long U-shaped structure with the cross section perpendicular to the axis turned down, and the ends of the plate part corresponding to both ends of the U-shape are bent at the same height and in the same direction. It is shaped so that it can be inserted into the inverted U-shape of the drainage channel.

【0013】 また、伸縮装置の固定部及び挿入部には、共に略コの字の片側側面と上面に相 当する板部には、通水孔6aを複数箇所に設けられており、排水性能を確保して いる。 前記通水孔6aの形状は円形に限定されるものではなく、楕円形、長円形、多 角形、星型、スリット等でもよく、配置位置により大きさを変更してもよい。ま た、前記板部の折り曲げ部には、アンカー孔6bが設けられている。 伸縮装置6は、このような構造のため、排水路の長さ調整が容易にできる。In addition, in the fixing portion and the inserting portion of the expansion and contraction device, water holes 6a are provided at a plurality of positions in a plate portion that corresponds to one side surface and an upper surface of a substantially U-shape, and the drainage performance is improved. Has been secured. The shape of the water passage hole 6a is not limited to a circular shape, but may be an elliptical shape, an oval shape, a polygonal shape, a star shape, a slit, or the like, and the size may be changed depending on the arrangement position. Further, an anchor hole 6b is provided in the bent portion of the plate portion. Because of the structure of the expansion / contraction device 6, the length of the drainage channel can be easily adjusted.

【0014】[0014]

【考案の効果】[Effect of the invention]

本考案による排水性舗装用排水路の伸縮装置は以上のように構成されているこ とにより、次のような効果を得ることができる。すなわち、排水路と排水桝の隙 間が如何なる寸法にあろうと、伸縮装置を1本または2本敷設することであとは 、定尺の排水路のみを使用して割り付ければよく、現場にて切断する必要が無い 。 そのため、切断個所の亜鉛めっき処理部が切断され、耐食性が劣るといった 障害が発生することがない。 また、排水枠体が鋼板製であることにより、排水性舗装工事に際し、不透水性 基層アスファルト上に路肩に沿って設置してアンカー止めにより固定するのみで 施工が容易であると共に、繰り返し使用が可能である。 The expansion / contraction device for the drainage pavement drainage path according to the present invention is configured as described above, so that the following effects can be obtained. In other words, no matter what the size of the gap between the drainage channel and drainage basin is, laying one or two expansion devices means that only the standard length drainage channel is used for allocation. No need to disconnect. Therefore, the galvanized part at the cutting point is not cut, and the corrosion resistance is not deteriorated. Also, since the drainage frame is made of steel plate, it can be installed easily along the road shoulder on the impermeable basement asphalt and fixed by anchoring during drainage pavement work, and it can be used repeatedly. It is possible.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案による伸縮装置を適用した排水性舗装の
構成を示す斜視断面図である。
FIG. 1 is a perspective sectional view showing a structure of a drainage pavement to which an expansion / contraction device according to the present invention is applied.

【図2】本考案による伸縮装置の1実施例を示す。FIG. 2 shows an embodiment of a telescopic device according to the present invention.

【符号の説明】[Explanation of symbols]

1 路盤 1a 路肩 2 排水桝 4 不透水性基層アスファルト 5 排水路 6 伸縮装置 6a 通水孔 6b アンカー孔 7 排水性表層アスファルト 1 Roadbed 1a Road shoulder 2 Drainage basin 4 Impermeable base layer asphalt 5 Drainage channel 6 Expansion and contraction device 6a Water passage hole 6b Anchor hole 7 Drainage surface asphalt

Claims (1)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 道路等に排水性舗装を敷設する場合、路
肩1aに沿って設けられた排水桝2間を軸直角断面が伏
せた略コの字形状の鋼板製の長尺構造物であり、コの字
の片側側面と上部に相当する板部に、通水孔を長さ方向
に間隔をおいて複数箇所に設けられた排水路5を不透水
性基層アスファルト4上に配置し、前記排水路の片側側
面の通水孔側に排水路と同一高さの排水性表層アスファ
ルト7が敷設されてなる排水路5において、伸縮装置6
の挿入部が排水路5の伏せた略コの字形状の中に収まる
大きさの略コの字形状に形成され、排水路への挿入量を
増減することにより、排水路の長さを調整するものであ
り、伸縮装置6の挿入部にもコの字の片側側面と上面に
相当する板部に通水孔6aを複数箇所に設けられている
ことを特徴とする排水性舗装用排水路の伸縮装置。
1. When a drainage pavement is laid on a road or the like, it is a long structure made of a substantially U-shaped steel plate in which a cross section perpendicular to an axis extends between drainage basins 2 provided along a road shoulder 1a. , A plate portion corresponding to the one side surface and the upper portion of the U-shape, the drainage channels 5 provided at a plurality of water passage holes at intervals in the lengthwise direction are arranged on the impermeable base layer asphalt 4. In the drainage channel 5 in which the drainage surface asphalt 7 having the same height as the drainage channel is laid on the water passage side on one side surface of the drainage channel, the expansion device 6
The insertion part of is formed into a substantially U-shape that fits in the inverted U-shape of the drainage channel 5, and the length of the drainage channel is adjusted by increasing or decreasing the amount of insertion into the drainage channel. The drainage channel for drainage pavement is characterized in that the insertion portion of the expansion / contraction device 6 is also provided with water passage holes 6a at a plurality of positions in a plate portion corresponding to one side surface and an upper surface of the U-shape. Telescopic device.
JP1996009994U 1996-09-11 1996-09-11 Drainage device for drainage pavement Expired - Lifetime JP3035668U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1996009994U JP3035668U (en) 1996-09-11 1996-09-11 Drainage device for drainage pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1996009994U JP3035668U (en) 1996-09-11 1996-09-11 Drainage device for drainage pavement

Publications (1)

Publication Number Publication Date
JP3035668U true JP3035668U (en) 1997-03-28

Family

ID=43170473

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1996009994U Expired - Lifetime JP3035668U (en) 1996-09-11 1996-09-11 Drainage device for drainage pavement

Country Status (1)

Country Link
JP (1) JP3035668U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015063833A (en) * 2013-09-25 2015-04-09 カネソウ株式会社 Groove path constitution device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015063833A (en) * 2013-09-25 2015-04-09 カネソウ株式会社 Groove path constitution device

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