JPH0342364B2 - - Google Patents

Info

Publication number
JPH0342364B2
JPH0342364B2 JP23733984A JP23733984A JPH0342364B2 JP H0342364 B2 JPH0342364 B2 JP H0342364B2 JP 23733984 A JP23733984 A JP 23733984A JP 23733984 A JP23733984 A JP 23733984A JP H0342364 B2 JPH0342364 B2 JP H0342364B2
Authority
JP
Japan
Prior art keywords
gutter
waterproof layer
subgrade
reinforcing
outside
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
Application number
JP23733984A
Other languages
Japanese (ja)
Other versions
JPS61117312A (en
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 filed Critical
Priority to JP23733984A priority Critical patent/JPS61117312A/en
Publication of JPS61117312A publication Critical patent/JPS61117312A/en
Publication of JPH0342364B2 publication Critical patent/JPH0342364B2/ja
Granted legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、高速道路や鉄道高架部等に固設され
ている高欄及び/又は地覆を補修する方法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a method of repairing a railing and/or ground covering that is fixedly installed on a highway or elevated railway section.

(従来技術とその問題点) 高速道路や鉄道高架部等の橋梁には、路面走行
や下路の安全を図る為、道路の側縁に沿つてコン
クリート等からなる高欄が固定されている。この
高欄は、路床部に直接固定される形式のものと、
地覆に植立固定される形式のものとがあるが、近
年に至り、この高欄や地覆のコンクリートが剥離
して下路に落下する事故が多発してきた。
(Prior art and its problems) Parapets made of concrete or the like are fixed to bridges such as expressways and elevated railway sections along the side edges of the road in order to ensure safety on the road surface and on the underpass. These handrails are of the type that is fixed directly to the roadbed,
There are types that are planted and fixed to the ground cover, but in recent years there have been many accidents where the concrete of these handrails and ground cover has peeled off and fallen onto the road below.

この原因は、経年の風害、凍害、塩害、大気汚
染によるコンクリート表面の劣化、並びにコンク
リートに混入する砂に海砂を使用することに起因
して鉄筋が腐食膨張し、これがコンクリートの亀
裂を招来してかぶりの薄いコンクリートを剥離さ
せるためである。
The causes of this are deterioration of the concrete surface due to wind damage, freezing damage, salt damage, and air pollution over time, as well as corrosion and expansion of the reinforcing bars due to the use of sea sand in the concrete, which leads to cracks in the concrete. This is to peel off the thin concrete cover.

これを防止するために、高欄や地覆及びこれに
連続する路床下面全体に塗料を塗布したり、樹脂
とガラスクロスとを組合わせる等した補強防水層
を形成して表面を保護し、コンクリートの剥離の
防止、水の侵入の防止、鉄筋の腐食の防止が行わ
れている。
In order to prevent this, the surface is protected by applying paint to the entire underside of the railing, subgrade, and the subgrade that is connected to it, or by forming a reinforcing waterproof layer such as a combination of resin and glass cloth. This is done to prevent peeling of steel, water intrusion, and corrosion of reinforcing bars.

しかしながら、高欄や地覆及び路床下面全体を
上記の樹脂層で覆つてしまうと、路面から路床へ
染み込んできた水の逃げ道が塞がれてしまい、こ
れが路床層内に溜まつて却つて路床の鉄筋の腐食
を促進したり、予期しない箇所からの漏水が生じ
たりすることになつて不都合が生ずることにな
る。
However, if the entire railing, ground covering, and underside of the subgrade are covered with the above-mentioned resin layer, the escape route for water that has seeped into the subgrade from the road surface will be blocked, and this will accumulate in the subgrade layer and be destroyed. This causes problems such as accelerated corrosion of the reinforcing bars of the roadbed and water leakage from unexpected locations.

(技術課題) 本発明は、高欄や地覆の外壁及び路床下面に補
強防水層を形成するに際し、路床に染み込んでき
た水を円滑に排除できるようにすることを課題と
したものである。
(Technical Problem) The object of the present invention is to enable smooth removal of water that has seeped into the subgrade when forming a reinforcing waterproof layer on the outer wall of the handrail or subgrade and on the lower surface of the subgrade. .

(技術的手段及びその作用) この技術課題を解決するために、本発明では、
高欄や地覆を固設した路床側部の下面に長手方向
に沿つて樋状体を固定せしめた後、高欄や地覆の
少なくとも外側壁、これに連続する路床及び樋状
体の外側に補強防水層を被覆固着せしめて防水層
の内側で路床側部に沿つた水の染みだし部を確保
し、樋状体及び補強防水層に適宜の間隔で水抜き
孔を形成して樋状体に流入した水を自然に排除さ
せること、を技術的手段としたものである。
(Technical means and their effects) In order to solve this technical problem, in the present invention,
After fixing the gutter-like body along the longitudinal direction to the lower surface of the side of the roadbed on which the handrail or ground covering is fixed, at least the outer wall of the handrail or ground covering, and the outside of the roadbed and gutter-like body that are continuous with this. Cover and fix the reinforcing waterproof layer to the inside of the waterproof layer to ensure a spot for water to seep out along the side of the roadbed, and form drainage holes at appropriate intervals in the gutter-like body and the reinforced waterproof layer to form the gutter. This is a technical means to allow the water that has flowed into the body to naturally drain away.

(本発明の効果) この技術的手段によれば、複雑な作業をするこ
となく、脆くなつた高欄や地覆、路床表面を保護
すると共にコンクリートの剥離や落下を防止する
ことができ、路床に染み込んできた水を樋状体を
通して自然に排除させてコンクリートの健全化を
図ることができる。
(Effects of the present invention) According to this technical means, it is possible to protect fragile handrails, ground coverings, and roadbed surfaces, and prevent concrete from peeling and falling, without performing complicated work. Water that has seeped into the floor can be naturally removed through the gutter-like body, helping to improve the health of the concrete.

また、樋状体は、路床の側部に沿つて補強防水
層自体に下向きの凸部を形成させることになるた
め、高欄や地覆の外側を伝つて降りてきた水が路
床の桁側へ移行するのを阻止する水切り作用をも
果たし、桁を支える支柱を保護する上でも好都合
である。
In addition, since the gutter-like body forms a downward convex part on the reinforcing waterproof layer itself along the side of the subgrade, water that has descended from the outside of the handrails and ground covering can be absorbed by the girder of the subgrade. It also serves as a drain to prevent water from moving to the side, and is convenient for protecting the columns that support the girder.

尚、樋状体は下から補強防水層で支持されてこ
れが外れて落下する恐れはない。
Note that the gutter-like body is supported from below by a reinforcing waterproof layer, so there is no fear that this will come off and fall.

(実施態様) 上記の技術的手段における水抜き孔の形成は、
補強防水層を固着せしめてからドリル等を用いて
孔をあけても良いし、予め樋状体に孔を形成して
おいて補強防水層を被覆する際にこの孔を閉塞し
ないようにしても良い。
(Embodiment) The formation of the drainage hole in the above technical means is as follows:
The holes may be made using a drill etc. after the reinforcing waterproof layer is fixed, or the holes may be formed in the gutter-like body in advance and the holes may not be blocked when covering with the reinforcing waterproof layer. good.

(実施例) 図面は、高速道路の縦断面の要部を拡大した概
略図であり、路床2の側縁に沿つて直接高欄3を
固設させた道路桁1の補修状態を示している。
(Example) The drawing is a schematic enlarged view of the main part of the longitudinal section of the expressway, and shows the state of repair of the road girder 1 in which the handrail 3 is directly fixed along the side edge of the road bed 2. .

路床2の側部下面には、上部端を外側へ水平に
屈折させて固定片とした断面略V字形のプラスチ
ツク製の樋4を直接路床2の下面に接着剤5で接
着させてある。接着剤5は、固定片上に点状に塗
布させてあつて、固定片と路床2との〓間からも
水が樋4内に進入できるようになつている。ま
た、樋4の固定は、これが補強防水層で支えられ
るため、必ずしも強固に固定しておく必要はな
く、仮止めしたものであつてもよい。
On the lower surface of the side of the roadbed 2, a plastic gutter 4 with a substantially V-shaped cross section is directly bonded to the lower surface of the roadbed 2 with an adhesive 5, with its upper end horizontally bent outward and used as a fixed piece. . The adhesive 5 is applied in dots on the fixed piece so that water can enter the gutter 4 from between the fixed piece and the subgrade 2. Further, since the gutter 4 is supported by the reinforcing waterproof layer, it is not necessarily necessary to securely fix the gutter 4, and it may be temporarily fixed.

高欄3の内外両壁には、エポキシ樹脂層6が被
覆固着されており、この樹脂層6内にはガラスク
ロス7が埋設してあつて、強固な補強防水層とな
つている。この補強防水層6,7は、高欄3の外
側壁から連続して路床2の下面及び樋4の外側を
も被覆している。
An epoxy resin layer 6 is coated and fixed on both the inner and outer walls of the balustrade 3, and a glass cloth 7 is embedded within this resin layer 6, forming a strong reinforcing waterproof layer. The reinforcing waterproof layers 6 and 7 continue from the outer wall of the railing 3 and cover the lower surface of the subgrade 2 and the outer side of the gutter 4.

樋4と補強防水層6,7には適宜の間隔で垂直
方向の水抜き孔8が穿設されていて、樋4の排水
口となつている。
Vertical drainage holes 8 are bored in the gutter 4 and the reinforced waterproof layers 6 and 7 at appropriate intervals, and serve as drainage ports for the gutter 4.

尚、この実施例では水抜き孔から水が下路に直
接落下させるようにしているが、水抜き孔にパイ
プを連結して側溝の排水パイプへ導くようにして
も良い。
In this embodiment, the water is allowed to fall directly from the drain hole to the lower passageway, but a pipe may be connected to the drain hole to guide the water to the drainage pipe of the side gutter.

上記の実施例では、補強防水層とてエポキシ樹
脂とガラスクロスとを用いたが、他の公知の樹脂
や補強材を用いてもよいのは勿論である。
In the above embodiments, epoxy resin and glass cloth were used as the reinforcing waterproof layer, but it goes without saying that other known resins and reinforcing materials may be used.

また、樋の形状や材質は、上記実施例で説明し
たものに限定するものではなく、適宜当業者が選
択するものである。
Further, the shape and material of the gutter are not limited to those described in the above embodiments, but can be appropriately selected by those skilled in the art.

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

図面は、本発明方法によつて補修した場合の実
施例を示したもので、要部を拡大した道路の概略
縦断面図である。 2:路床、3:高欄、4:樋。
The drawing shows an example of a road repaired by the method of the present invention, and is a schematic longitudinal sectional view of a road with its main parts enlarged. 2: Roadbed, 3: Railing, 4: Gutter.

Claims (1)

【特許請求の範囲】 1 高欄、地覆を固設した路床側部の下面に長手
方向に沿つて樋状体を固定せしめた後、高欄、地
覆の少なくとも外側壁、及びこれに連続する路床
下面及び樋状体の外側に補強防水層を被覆固着せ
しめ、樋状体及び補強防水層に適宜の間隔で水抜
き孔を形成することを特徴とする高欄、地覆の補
修方法。 2 補強防水層があらかじめ樋状体に形成された
水抜き孔を閉塞させないようにしてその外側に被
覆固着される特許請求の範囲第1項に記載の補修
方法。 3 水抜き孔が樋状体の外側に補強防水層を被覆
固着せしめた後にその外側から穿孔して形成され
る特許請求の範囲第1項に記載の補修方法。
[Scope of Claims] 1. After fixing a gutter-like body along the longitudinal direction to the lower surface of the roadbed side part on which the handrail and ground covering are fixed, A method for repairing balustrades and ground coverings, characterized by coating and fixing a reinforcing waterproof layer on the lower surface of the subgrade and the outside of the gutter-like body, and forming drainage holes at appropriate intervals in the gutter-like body and the reinforcing waterproof layer. 2. The repair method according to claim 1, wherein the reinforcing waterproof layer is coated and fixed on the outside of a drainage hole previously formed in the gutter-like body so as not to block it. 3. The repair method according to claim 1, wherein the drain hole is formed by covering and fixing a reinforcing waterproof layer on the outside of the gutter-like body and then drilling from the outside.
JP23733984A 1984-11-09 1984-11-09 Repairing of handrail and base cover Granted JPS61117312A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23733984A JPS61117312A (en) 1984-11-09 1984-11-09 Repairing of handrail and base cover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23733984A JPS61117312A (en) 1984-11-09 1984-11-09 Repairing of handrail and base cover

Publications (2)

Publication Number Publication Date
JPS61117312A JPS61117312A (en) 1986-06-04
JPH0342364B2 true JPH0342364B2 (en) 1991-06-27

Family

ID=17013914

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23733984A Granted JPS61117312A (en) 1984-11-09 1984-11-09 Repairing of handrail and base cover

Country Status (1)

Country Link
JP (1) JPS61117312A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4735223B2 (en) * 2005-12-08 2011-07-27 株式会社大林組 Reinforcement structure of existing wall body
JP5886076B2 (en) * 2012-02-27 2016-03-16 東日本高速道路株式会社 Protective structure and construction method for construction parts such as wall railings for floor slab waterproofers

Also Published As

Publication number Publication date
JPS61117312A (en) 1986-06-04

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Legal Events

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