JPH0784758B2 - Drainage structure of asphalt pavement concrete slab - Google Patents

Drainage structure of asphalt pavement concrete slab

Info

Publication number
JPH0784758B2
JPH0784758B2 JP11791188A JP11791188A JPH0784758B2 JP H0784758 B2 JPH0784758 B2 JP H0784758B2 JP 11791188 A JP11791188 A JP 11791188A JP 11791188 A JP11791188 A JP 11791188A JP H0784758 B2 JPH0784758 B2 JP H0784758B2
Authority
JP
Japan
Prior art keywords
water
layer
asphalt
floor slab
drainage
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 - Fee Related
Application number
JP11791188A
Other languages
Japanese (ja)
Other versions
JPH01287324A (en
Inventor
修治 竹内
Original Assignee
株式会社酒井鉄工所
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 株式会社酒井鉄工所 filed Critical 株式会社酒井鉄工所
Priority to JP11791188A priority Critical patent/JPH0784758B2/en
Publication of JPH01287324A publication Critical patent/JPH01287324A/en
Publication of JPH0784758B2 publication Critical patent/JPH0784758B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は高架道路、橋梁等の道路橋その他のアスファル
ト舗装コンクリート構造物の排水構造に関し、鉄筋コン
クリート床版上にアスファルト舗装した路面等におい
て、アスファルト舗装に浸透した水も効率よく排水しう
る排水構造に関するものである。
Description: TECHNICAL FIELD The present invention relates to a drainage structure of an asphalt pavement concrete structure such as a road bridge such as an elevated road, a bridge, and the like. It also relates to a drainage structure that can efficiently drain the water that has permeated the pavement.

〔従来の技術〕[Conventional technology]

高架道路、橋梁等の道路橋において、路面に降った雨水
等を排水するための排水構造は、路面の側方にL字形側
溝及び排水桝を設け、路面を流れる水のみを排水桝の上
面の蓋の流入孔から排水桝に流入せしめるようになって
いる。
In a road bridge such as an elevated road and a bridge, the drainage structure for draining rainwater etc. that has fallen on the road surface is provided with an L-shaped gutter and drainage basin on the side of the road surface, and only the water flowing on the road surface is drained from the upper surface of the drainage basin. It is designed to be able to flow into the drainage basin through the inflow hole of the lid.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

上記従来の道路橋の排水桝は路面を流れる水のみを集水
して排水するものであるが、表面をアスファルト舗装し
た鉄筋コンクリート床版では、舗装面のアスファルトは
かなり多孔質であり若干透水性があるため、雨水の一部
は舗装アスファルト層内に浸透する。このアスファルト
層内に浸透した雨水は更にコンクリート床版内に浸透
し、この浸透水により、コンクリート床版内部の鉄筋や
鋼材が腐食されるばかりでなく、コンクリートの劣化、
特に繰り返し荷重が作用する床版コンクリートの劣化が
促進される。その結果、床版の耐荷力、耐久性に極めて
重大な影響を及ぼす虞がある。
The drainage basin of the above conventional road bridge collects and drains only the water flowing on the road surface, but in the reinforced concrete floor slab with the asphalt pavement surface, the asphalt on the pavement surface is quite porous and slightly permeable. Therefore, some of the rainwater penetrates into the pavement asphalt layer. The rainwater that has penetrated into the asphalt layer further penetrates into the concrete floor slab, and the permeated water not only corrodes the reinforcing bars and steel materials inside the concrete floor slab, but also deteriorates the concrete.
In particular, the deterioration of the slab concrete under repeated load is accelerated. As a result, there is a possibility that the load bearing capacity and durability of the floor slab will be extremely seriously affected.

従って、本発明は路面を流れる水だけでなく、舗装面の
アスファルトに浸透した水をも排水して、その浸透水が
更に鉄筋コンクリート床版に浸透するのを防止しうる新
規な排水構造を提供することを目的とする。
Therefore, the present invention provides a novel drainage structure that can drain not only the water flowing on the road surface but also the water that has permeated the asphalt of the pavement surface and prevent the permeated water from further permeating the reinforced concrete floor slab. The purpose is to

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成すべく、本発明者は鋭意研究を重ねた結
果、舗装アスファルト層とその下の床版の鉄筋コンクリ
ートの間に水を透過しない不透層を設け、その上のアス
ファルト層の一部にアスファルト層より水を透過し易い
層よりなり、排水桝に連通する通水層を設けることによ
り、アスファルト層に浸透した水を、通水層を通じて排
水桝に排水することができることを見いだし、本発明を
完成するに至った。
In order to achieve the above object, the present inventor has conducted diligent research and as a result, provides a water-impermeable impermeable layer between the paved asphalt layer and the reinforced concrete of the floor slab below it, and a part of the asphalt layer above it. It was found that water that permeates the asphalt layer can be drained to the drainage basin through the water permeable layer by providing a water permeable layer that is more easily permeable to water than the asphalt layer and that communicates with the drainage basin. The invention was completed.

即ち、本発明は鉄筋コンクリート床版上にアスファルト
舗装した構造物において、舗装アスファルト層とコンク
リート床版の界面に水の透過性の小さい不浸透層を設け
ると共に、該構造物上面に開口して構造物表面の流水を
流入せしめる流入孔を有する蓋を上端に有し下端を排水
管に接続した排水桝を該構造物上面に埋設し、該排水桝
の側面部の該不浸透層の上面に接する位置に通水孔を設
け、該コンクリート床版上の一部に、該不浸透層の上面
に接して該通水孔に連通する多孔性の透水材よりなる通
水層を設けてなるアスファルト舗装コンクリート床版の
排水構造を要旨とする。
That is, the present invention is a structure in which asphalt pavement is laid on a reinforced concrete floor slab, and an impervious layer having low water permeability is provided at the interface between the pavement asphalt layer and the concrete floor slab, and the structure is opened on the upper surface of the structure. A position where a drainage basin having a lid having an inflow hole for allowing flowing water to flow in at the upper end and having a lower end connected to a drainage pipe is embedded in the upper surface of the structure, and which is in contact with the upper surface of the impermeable layer on the side surface of the drainage basin. An asphalt pavement concrete in which a water passage hole is provided in the concrete floor slab and a water passage layer made of a porous water permeable material which is in contact with the upper surface of the impermeable layer and communicates with the water passage hole is provided in a part of the concrete floor slab. The gist is the drainage structure of the floor slab.

次に本発明の内容を図面により詳細に説明する。第1図
及び第2図は本発明のアスファルト舗装コンクリート床
版の排水構造を備えた道路橋の一例の正面断面図及び平
面図、第3図及び第4図は同AA断面図及びBB断面図であ
る。図面において(1)はコンクリート床版であって、
その上をアスファルト層(2)により舗装してある。コ
ンクリート床版(1)とアスファルト層(2)の界面に
は不透水性アスファルト、合成樹脂等の不透水材よりな
る不透水層(3)を設ける。(4)は排水桝であって、
鋳鉄等よりなり、上面に格子状その他の水の流入孔
(5)を有する蓋(6)を嵌合する。
Next, the contents of the present invention will be described in detail with reference to the drawings. 1 and 2 are a front sectional view and a plan view of an example of a road bridge having a drainage structure for an asphalt pavement concrete floor slab of the present invention, and FIGS. 3 and 4 are the same AA sectional view and BB sectional view. Is. In the drawing, (1) is a concrete floor slab,
The asphalt layer (2) is paved on it. A water impermeable layer (3) made of a water impermeable material such as water impermeable asphalt or synthetic resin is provided at the interface between the concrete floor slab (1) and the asphalt layer (2). (4) is a drainage basin,
A lid (6) made of cast iron or the like and having a grid-like or other water inflow hole (5) on the upper surface is fitted.

排水桝(4)の側面部の不透水層(3)の上面に接する
位置に通水孔(7)を設け、この通水孔(7)に接し
て、排水桝(4)の周囲の不透水層(3)より上の部分
に透水性アスファルト等の透水性材料よりなる通水層
(8)を設ける。(9)は通水層(8)を上部からの荷
重に対して保護する支持枠(9)であって、鋼板等によ
り格子状に構成され、その格子状の鋼板には適宜通水用
の切欠き(11)を設けてある。
A water passage hole (7) is provided on a side surface of the drainage basin (4) at a position in contact with the upper surface of the impermeable layer (3), and the water passage hole (7) is contacted with the water passageway (7) so that the area around the drainage basin (4) is not contacted. A water permeable layer (8) made of a water permeable material such as water permeable asphalt is provided above the water permeable layer (3). Reference numeral (9) is a support frame (9) for protecting the water-permeable layer (8) against a load from above, and is constituted by a steel plate or the like in a grid shape, and the grid-shaped steel plate is used for water passage as appropriate. A notch (11) is provided.

支持枠(9)の上面は鋼板よりなる被覆板(10)で覆
い、被覆板(10)上面が路面と同一面になるように仕上
げる。
The upper surface of the support frame (9) is covered with a covering plate (10) made of a steel plate, and the upper surface of the covering plate (10) is finished to be flush with the road surface.

通水層(8)としては、アスファルト層(2)より透水
性の大なる透水性アスファルト、砂と結合剤よりなる多
孔性材料、多孔性樹脂、その他任意の多孔性の透水性材
料を用いることができる。
As the water-permeable layer (8), use a water-permeable asphalt having a higher water permeability than the asphalt layer (2), a porous material composed of sand and a binder, a porous resin, or any other porous water-permeable material. You can

第5図は本発明のアスファルト舗装コンクリート床版の
排水構造の他の実施態様の一部を切欠いた斜視図であ
る。この実施態様の排水構造では、通水層(8)は道路
の側端の地覆部(12)に沿って細長く連続して設けら
れ、排水桝(4)の通水層(8)に連通する。この細長
い通水層(8)は第6図の断面図に示すように、不透水
層(3)の平面上に設けるのが、効率よく集水するため
には好ましい。
FIG. 5 is a perspective view in which a part of another embodiment of the drainage structure for an asphalt pavement concrete floor slab of the present invention is cut away. In the drainage structure of this embodiment, the water-permeable layer (8) is provided in an elongated continuous manner along the ground cover (12) at the side end of the road and communicates with the water-permeable layer (8) of the drainage basin (4). To do. As shown in the sectional view of FIG. 6, it is preferable to provide the elongated water-permeable layer (8) on the plane of the impermeable layer (3) for efficient water collection.

更に第5図に示すように、道路の幅方向に平行に適当な
間隔で、細長い通水層(13)を伸縮継手付近に設け、そ
の通水層(13)のそれぞれの末端を地覆部(12)に沿う
通水層(8)に連通すれば、路面の中央部でアスファル
ト層(2)に浸透した水も、速やかに通水層(13)及び
通水層(8)を経て、排水桝(4)に集めることができ
る。
Further, as shown in FIG. 5, elongated water-permeable layers (13) are provided near the expansion joint at appropriate intervals in parallel with the width direction of the road, and each end of the water-permeable layers (13) is covered with a ground cover. Water that has penetrated into the asphalt layer (2) at the central portion of the road surface can quickly pass through the water passage layer (13) and the water passage layer (8) by communicating with the water passage layer (8) along (12), It can be collected in the drainage basin (4).

第5図に示す細長い通水層(8)、(13)は第1〜4図
に示す排水桝(4)を平面状に囲む通水層(8)と併用
してもよいし、第1〜4図の平面状通水層(8)に代え
て用いてもよい。
The elongated water-permeable layers (8) and (13) shown in FIG. 5 may be used together with the water-permeable layer (8) which surrounds the drainage basin (4) shown in FIGS. 4 may be used instead of the planar water-permeable layer (8).

地覆部(12)近くの不透水層(3)はコンクリート床版
(1)の平面全体にわたって設けると、更に集水性能が
向上する。
When the impermeable layer (3) near the ground cover (12) is provided over the entire plane of the concrete floor slab (1), the water collecting performance is further improved.

本発明のアスファルト舗装コンクリート床版の排水構造
は、道路橋だけでなくアスファルト舗装したあらゆるコ
ンクリート構造物に適用することができる。
The drainage structure of an asphalt pavement concrete slab of the present invention can be applied not only to road bridges but also to any asphalt-paved concrete structure.

〔作用〕[Action]

本発明のアスファルト舗装コンクリート床版の排水構造
によれば、アスファルト舗装された道路上に降った雨水
はアスファルト層(2)に浸透し、コンクリート床版
(1)の傾斜に沿って流れ、通水層(13)及び通水層
(8)に入る。この通水層(8)は多孔性で通水性に富
むため、水は速やかに通水層(8)に沿って流れ、排水
桝(4)の通水孔(7)から排水桝(4)に流入して排
水される。
According to the drainage structure of the asphalt pavement concrete floor slab of the present invention, rainwater that has fallen on the asphalt pavement road permeates the asphalt layer (2) and flows along the slope of the concrete floor slab (1) to pass water. Enter the layer (13) and the aquifer (8). Since this water passage layer (8) is porous and rich in water permeability, water quickly flows along the water passage layer (8), and from the water passage hole (7) of the drainage basin (4) to the drainage basin (4). And then drained.

〔発明の効果〕〔The invention's effect〕

本発明のアスファルト舗装コンクリート床版の排水構造
によれば、道路橋の路面からアスファルト層(2)に浸
透し、コンクリート床版(1)とアスファルト層(2)
の界面に達した水は直ちに通水層(8)を経て排水桝
(4)に流入して排水され、長時間その界面上に滞留し
ないため、コンクリート床版(1)内への浸透水は最小
に抑えられる。その結果、コンクリート床版(1)内の
鉄筋や鋼材の腐食を防止すると共に、床版の耐荷力、耐
久力の低下を防止することができる。
According to the drainage structure of the asphalt pavement concrete floor slab of the present invention, the concrete floor slab (1) and the asphalt layer (2) penetrate into the asphalt layer (2) from the road surface of the road bridge.
The water that has reached the interface of No. 3 immediately flows into the drainage basin (4) through the water-permeable layer (8) and is drained and does not stay on the interface for a long time, so the permeated water into the concrete floor slab (1) is Can be kept to a minimum. As a result, it is possible to prevent corrosion of the reinforcing bars and steel materials in the concrete floor slab (1) and to prevent the load capacity and durability of the floor slab from decreasing.

従来の路面の排水構造では排水桝の周辺の舗装部が重車
両通行の振動等により破損する場合が多いが、排水桝の
周囲に通水層を設け、その上を鋼板等の被覆板で被覆す
れば、この部分の損傷がなくなり、道路の維持管理が容
易となる。
In the conventional road surface drainage structure, the pavement area around the drainage basin is often damaged by vibration of heavy vehicles, but a water passage layer is provided around the drainage basin and covered with a covering plate such as a steel plate. If this is done, damage to this part will be eliminated and road maintenance will be easier.

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

第1図及び第2図は本発明のアスファルト舗装コンクリ
ート床版の排水構造の一例の正面断面図及び平面図、第
3図及び第4図は同AA断面図及びBB断面図である。第5
図は本発明のアスファルト舗装コンクリート床版の排水
構造の他の実施態様の一部を切欠いた斜視図、第6図は
同断面図である。 (1)……コンクリート床版、(2)……アスファルト
層、(3)……不透水層、(4)……排水桝、(5)…
…流入孔、(6)……蓋、(7)……通水孔、(8)、
(13)……通水層、(9)……支持枠、(10)……被覆
板、(11)……切欠き、(12)……地覆部。
1 and 2 are a front sectional view and a plan view of an example of a drainage structure for an asphalt pavement concrete floor slab of the present invention, and FIGS. 3 and 4 are a sectional view taken along the line AA and a sectional view taken along the line BB. Fifth
FIG. 6 is a partially cutaway perspective view of another embodiment of the drainage structure for an asphalt pavement concrete floor slab of the present invention, and FIG. 6 is a sectional view of the same. (1) …… Concrete floor slab, (2) …… Asphalt layer, (3) …… Impermeable layer, (4) …… Drainage basin, (5)…
… Inflow hole, (6) …… Lid, (7) …… Water passage hole, (8),
(13) ... water flow layer, (9) ... support frame, (10) ... cover plate, (11) ... notch, (12) ... ground cover.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】鉄筋コンクリート床版上にアスファルト舗
装した構造物において、舗装アスファルト層とコンクリ
ート床版の界面に水の透過性の小さい不浸透層を設ける
と共に、該構造物上面に開口して構造物表面の流水を流
入せしめる流入孔を有する蓋を上端に有し下端を排水管
に接続した排水桝を該構造物上面に埋設し、該排水桝の
側面部の該不浸透層の上面に接する位置に通水孔を設
け、該コンクリート床版上の一部に、該不浸透層の上面
に接して該通水孔に連通する多孔性の透水材よりなる通
水層を設けたことを特徴とするアスファルト舗装コンク
リート床版の排水構造。
1. A structure in which asphalt pavement is laid on a reinforced concrete floor slab, an impervious layer having low water permeability is provided at the interface between the pavement asphalt layer and the concrete floor slab, and the structure is opened on the upper surface of the structure. A position where a drainage basin having a lid having an inflow hole for allowing flowing water to flow in at the upper end and having a lower end connected to a drainage pipe is embedded in the upper surface of the structure, and which is in contact with the upper surface of the impermeable layer on the side surface of the drainage basin. And a water-permeable layer made of a porous water-permeable material that is in contact with the upper surface of the impermeable layer and communicates with the water-permeable hole. Drainage structure for asphalt pavement concrete slab.
【請求項2】該排水桝を囲む一定の面積部分の該アスフ
ァルト層の代わりに該通水層を設け、その通水層上に鋼
板等よりなる被覆板を被覆した請求項1記載のアスファ
ルト舗装コンクリート床版の排水構造。
2. The asphalt pavement according to claim 1, wherein the water-permeable layer is provided in place of the asphalt layer in a constant area surrounding the drainage basin, and a coating plate made of a steel plate or the like is coated on the water-permeable layer. Drainage structure of concrete floor slab.
【請求項3】該構造物が道路橋であって、該通水層を道
路側端の地覆部に沿って細長く設けた請求項1又は2記
載のアスファルト舗装コンクリート床版の排水構造。
3. The drainage structure for an asphalt pavement concrete floor slab according to claim 1 or 2, wherein the structure is a road bridge, and the water-permeable layer is elongated along the ground cover of the road side edge.
JP11791188A 1988-05-13 1988-05-13 Drainage structure of asphalt pavement concrete slab Expired - Fee Related JPH0784758B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11791188A JPH0784758B2 (en) 1988-05-13 1988-05-13 Drainage structure of asphalt pavement concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11791188A JPH0784758B2 (en) 1988-05-13 1988-05-13 Drainage structure of asphalt pavement concrete slab

Publications (2)

Publication Number Publication Date
JPH01287324A JPH01287324A (en) 1989-11-20
JPH0784758B2 true JPH0784758B2 (en) 1995-09-13

Family

ID=14723231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11791188A Expired - Fee Related JPH0784758B2 (en) 1988-05-13 1988-05-13 Drainage structure of asphalt pavement concrete slab

Country Status (1)

Country Link
JP (1) JPH0784758B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2850243B2 (en) * 1988-12-31 1999-01-27 ニチレキ株式会社 Drainage structure of bridge pavement with waterproof layer
KR100437718B1 (en) * 2002-02-15 2004-06-30 안병원 Working method for draining a penetrated water while constructing a bridge
JP2009155812A (en) * 2007-12-25 2009-07-16 Daichi Koei Kk Bridge face drainage treatment system
JP6442898B2 (en) * 2013-07-25 2018-12-26 株式会社Ihi Bridge
JP6951703B2 (en) * 2017-05-30 2021-10-20 中大実業株式会社 Drainage pipe for bridge deck
JP6775217B1 (en) * 2019-06-24 2020-10-28 橋梁技建株式会社 Drainage basin construction method

Also Published As

Publication number Publication date
JPH01287324A (en) 1989-11-20

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