JPS6229604A - Construction of antiskid joint in paved road - Google Patents

Construction of antiskid joint in paved road

Info

Publication number
JPS6229604A
JPS6229604A JP16688385A JP16688385A JPS6229604A JP S6229604 A JPS6229604 A JP S6229604A JP 16688385 A JP16688385 A JP 16688385A JP 16688385 A JP16688385 A JP 16688385A JP S6229604 A JPS6229604 A JP S6229604A
Authority
JP
Japan
Prior art keywords
joint
antiskid
construction
joints
paved road
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.)
Pending
Application number
JP16688385A
Other languages
Japanese (ja)
Inventor
三浦 輝明
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP16688385A priority Critical patent/JPS6229604A/en
Publication of JPS6229604A publication Critical patent/JPS6229604A/en
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 坂道のスリップ事故は、人命にかかわるものを始め多発
しており、従来から防止策が講じられてきた。その代表
的なものは円形の窪みを路上にたくさん作るものであっ
たが、これでは水捌けかわる(、寒冷期に凍結するので
、かえって危険であった。また水捌けの方法として1両
側側溝の場合は道路の中央を盛り上げ、片側側溝の場合
は側溝の反対側を盛り上げてあったが、これでは複雑な
傾斜を生じるので、歩行者・自転車・単車・自動車のい
ずれにとっても不安定な坂道であった。
[Detailed Description of the Invention] Slip accidents on slopes occur frequently, including those involving human life, and preventive measures have been taken heretofore. A typical method was to make many circular depressions on the road, but this was dangerous because it would freeze in the cold season. The center of the road was raised, and in the case of one side gutter, the opposite side of the road was raised, but this created a complicated slope, making it unstable for pedestrians, bicycles, motorcycles, and cars. .

本発明はこれらの欠点を取り除くためになされたもので
あって、水捌けをよくし、凍結を予防し、単純傾斜によ
って通行の安全度を増し、目地によって滑り止め効果を
あげることが出来た。
The present invention has been made to eliminate these drawbacks, and has improved water drainage, prevented freezing, increased the safety of passage through simple slopes, and increased the anti-slip effect through joints.

その施工方法は単純なものである。図面において坂道が
上下の方向だけの単一傾斜となるように路面を生コンク
リートで平面に粗仕上し、目地棒を木鏝で軽(叩きなが
ら埋設する。目地棒の形状は、坂の上下を縦貫する縦目
地1を造るために、断面の台形の底辺が30朋、高さが
20朋程度のものを使用する。埋設に当たっては、目地
棒の断面が逆台形となるように埋め込み、取り外しを容
易にする。
The construction method is simple. Roughly finish the road surface with ready-mixed concrete to a flat surface so that the slope has a single slope only in the up and down directions as shown in the drawing, and bury the joint rods while tapping them with a wooden trowel. In order to create a vertical joint 1 that runs through the length, use a trapezoid with a base of 30 mm and a height of about 20 mm. make it easier.

次に平面2を150mm程づつに区切る横目地3を作る
。この場合使用する目地棒は断面台形の底辺が25朋、
他の三辺が20mmを下回らない程度とし、逆台形とな
るように埋め込む。横目地が縦目地と交わるところが5
個所ぐらい出来るたびに刷毛仕上げをすれば、再び足を
踏み入れることがなく、仕上げることができる。目地の
配列を規則正しくするために、目安棒を使用することが
肝要である。その配列は矢羽状とすることが原則である
が、横目地3が約10m並んだところで、両側側溝の場
合、横目地4のとおり逆矢羽状に変換したものをつくる
が、縦目地と交わるところが5箇所ぐらい出来たところ
で、また元の矢羽状の目地に移るという具合に繰り返す
ものとする。片側側溝の場合は、横目地をくの字形に曲
げないで、−直線に渡し、水を側溝へ落とす工夫が必要
となる。
Next, create horizontal joints 3 that divide the plane 2 into sections of about 150 mm. In this case, the joint rod used has a trapezoidal cross section with a base of 25mm,
The other three sides should be no less than 20 mm and embedded in an inverted trapezoidal shape. The place where the horizontal joint intersects with the vertical joint is 5
If you brush the area every time you complete it, you can finish it without having to step on it again. It is important to use a guide rod to ensure regular alignment of the joints. In principle, the arrangement should be in the form of arrow feathers, but when the horizontal joints 3 are lined up for about 10 meters, in the case of gutters on both sides, they are converted into a reverse arrow shape as shown in horizontal joint 4, but when the horizontal joints 3 When about 5 points of intersection have been created, repeat the process by moving to the original arrow-like joints. In the case of a one-sided gutter, it is necessary to devise a way to run the horizontal joint in a straight line, rather than bending it into a dogleg shape, to allow water to drain into the gutter.

なお、道幅が47+1以上の広い坂道では、その広さに
応じて縦目地の数を増やすので、これらと交わる横目地
はジグザグ模様で路面を横断することになる。また横目
地をくの字形でな(−直線にする方法は、必要に応じて
随所に応用することができる。
In addition, on a wide slope with a road width of 47+1 or more, the number of vertical joints is increased according to the width, so the horizontal joints that intersect with these will cross the road surface in a zigzag pattern. Also, the method of making horizontal joints in a dogleg shape (-straight line) can be applied anywhere as needed.

このように目地棒を埋設してから2日乃至3ソ 日でコンクリートが固まるので、目地棒を取り外せば舗
装は完成する。実験によって、矢羽状の目地は単一傾斜
の坂道でも極めて水捌けがよく、土・砂なども洗い流し
、凍結を予防することが実証された。この程度の目地の
幅であれば、自転車の細い車輪あるいは歩行者も足を取
られることがなく、適度の滑り止めとなり、単一傾斜と
相まって安定度を増すのである。
After burying the joint rods in this way, the concrete hardens in two to three days, and the pavement is completed when the joint rods are removed. Experiments have demonstrated that arrow-shaped joints can drain water extremely well even on single-slope slopes, wash away dirt and sand, and prevent freezing. With a joint width of this size, narrow bicycle wheels or pedestrians will not get caught, and it will provide a suitable level of anti-slip, which, combined with the single slope, increases stability.

本発明によって、無数に点在する坂道が舗装されるなら
ば、交通史全土その効果は測り知れないものがある。
If the present invention paved countless slopes, the effect on the entire transportation history would be immeasurable.

); を−吋 口q); - 吋 Mouth

Claims (1)

【特許請求の範囲】[Claims] 坂道に舗装する際、逆台形の凹みをもつ目地を、路面上
から側溝に通じるように、矢羽状に施工すること。
When paving on a slope, joints with inverted trapezoidal depressions are constructed in the shape of arrows so that they lead from the road surface to the side gutters.
JP16688385A 1985-07-30 1985-07-30 Construction of antiskid joint in paved road Pending JPS6229604A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16688385A JPS6229604A (en) 1985-07-30 1985-07-30 Construction of antiskid joint in paved road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16688385A JPS6229604A (en) 1985-07-30 1985-07-30 Construction of antiskid joint in paved road

Publications (1)

Publication Number Publication Date
JPS6229604A true JPS6229604A (en) 1987-02-07

Family

ID=15839383

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16688385A Pending JPS6229604A (en) 1985-07-30 1985-07-30 Construction of antiskid joint in paved road

Country Status (1)

Country Link
JP (1) JPS6229604A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04262002A (en) * 1990-10-24 1992-09-17 Westinghouse Electric Corp <We> Stationary blade structure for steam turbine

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61106809A (en) * 1984-10-30 1986-05-24 横浜ゴム株式会社 Surface structure in steel floor panel paved road surface

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61106809A (en) * 1984-10-30 1986-05-24 横浜ゴム株式会社 Surface structure in steel floor panel paved road surface

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04262002A (en) * 1990-10-24 1992-09-17 Westinghouse Electric Corp <We> Stationary blade structure for steam turbine

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