JPH0826523B2 - Non-slip construction method for paved road - Google Patents

Non-slip construction method for paved road

Info

Publication number
JPH0826523B2
JPH0826523B2 JP11474794A JP11474794A JPH0826523B2 JP H0826523 B2 JPH0826523 B2 JP H0826523B2 JP 11474794 A JP11474794 A JP 11474794A JP 11474794 A JP11474794 A JP 11474794A JP H0826523 B2 JPH0826523 B2 JP H0826523B2
Authority
JP
Japan
Prior art keywords
rubber
road surface
hole
paved road
slip
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
JP11474794A
Other languages
Japanese (ja)
Other versions
JPH07292609A (en
Inventor
秀雄 高橋
克久 山田
宏志 北原
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.)
Daido Hodo Kk
Original Assignee
Daido Hodo Kk
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 Daido Hodo Kk filed Critical Daido Hodo Kk
Priority to JP11474794A priority Critical patent/JPH0826523B2/en
Publication of JPH07292609A publication Critical patent/JPH07292609A/en
Publication of JPH0826523B2 publication Critical patent/JPH0826523B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、舗装路面の滑り止めに
関するもので、さらに詳しくは、舗装面にゴム製の滑り
止め円盤を埋設する施工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a non-slip paved road surface, and more particularly to a construction method for embedding a rubber anti-slip disk on a paved road surface.

【0002】[0002]

【従来の技術】スパイクタイヤの使用が、環境上の問題
から使用禁止され、凍結路面でのスリップによる制動距
離の増大により事故が多発し、問題になってきている。
今までにも、舗装路面にゴムやプラスチック製の滑り止
めを多数埋設し、滑り止めとする方法が提案されている
(特開昭57−58704、特公平3−4681、特開
平4−209204)が、本願発明はこれらを更に改良
したものである。
2. Description of the Related Art The use of spiked tires is prohibited due to environmental problems, and accidents frequently occur due to an increase in braking distance due to slip on a frozen road surface, which is becoming a problem.
Until now, a method has been proposed in which a large number of rubber or plastic slip stoppers are embedded on the paved road surface to prevent slipping.
(JP-A-57-58704, JP-B-3-4681, and JP-A-4-209204), the present invention is a further improvement of these.

【0003】[0003]

【発明が解決しようとする課題】滑り止めの施工は使用
中の道路に施工するため、交通を一部止めなければなら
ず、従来の施工法は、時間がかかり供用開始までかなり
の時間を必要としたので、通行止めの時間を短縮する急
速施工の開発が必要である。又、滑り止めのゴムと路面
に設けた孔がピッタリと合わず隙間が生ずるため、自動
車の繰り返し通過により滑り止めのゴムが短期間で抜け
出すという欠点があった。
Since the construction of the non-slip construction is carried out on the road in use, a part of the traffic must be stopped, and the conventional construction method is time-consuming and requires a considerable time before the start of operation. Therefore, it is necessary to develop a rapid construction that shortens the time of road closure. Further, since the anti-slip rubber and the hole provided on the road surface do not fit perfectly and a gap is created, there is a drawback that the anti-slip rubber comes out in a short period of time by repeated passing of the automobile.

【0004】[0004]

【課題を解決するための手段】そこで、速硬化型接着剤
によってゴムを路面に設けた孔に固定して早急に交通供
用開始できるようにし、さらに、路面の孔の周壁とゴム
側面の隙間にコーキング剤を充填して孔側壁と滑り止め
のゴムが弾力的に保持されるようにすることによって、
繰り返し交通荷重によっても固定したゴムが簡単に孔か
ら抜けでないようにしたものである。
[Means for Solving the Problems] Therefore, a rubber is fixed to a hole provided on a road surface by a quick-curing adhesive so that traffic service can be started immediately. By filling the caulking agent so that the hole sidewall and the non-slip rubber are held elastically,
It prevents the fixed rubber from easily slipping out of the hole under repeated traffic loads.

【0005】[0005]

【作用】速硬化型の接着剤を使用することによって、交
通を遮断する時間を短縮し、ゴムと孔側壁の間隙にコー
キング剤を充填することによって、ゴム製円盤を弾力的
に支持し、繰り返し交通荷重によっても容易に孔から抜
けでないようにする。また、通過車両の荷重でゴム製円
盤が横に微動し道路表面にできる雪氷の被膜の道路表面
からの剥離を促進する。
[Function] By using a quick-curing adhesive, the time for interrupting traffic is shortened, and by filling the gap between the rubber and the side wall of the hole with a caulking agent, the rubber disc is elastically supported and repeatedly used. Make sure that the hole does not come out easily due to traffic load. Further, the rubber disc slightly laterally moves under the load of the passing vehicle to promote the peeling of the snow and ice coating formed on the road surface from the road surface.

【0006】[0006]

【実施例】舗装道路面1に直径50mm、深さ30mm
の孔2をコアドリルによって千鳥状に開け、孔内を清掃
した。速硬化型二液性エポキシ樹脂接着剤(スリーロン
ジーF109、スリーボンド社製)を混合して調製し、
上表面に複数の突起4を有するゴム性円盤3の底面に接
着剤を適量塗布し、路面に作成した孔内に埋設固定し
た。更に、ゴム製円盤3と孔2の隙間にコーキング剤
(スリーボンド社製、シリコーンシーラント5211
E)ガンで注入充填した。
[Example] Diameter 50 mm, depth 30 mm on paved road surface 1
The holes 2 of No. 3 were staggered with a core drill to clean the inside. Prepared by mixing a fast-curing two-component epoxy resin adhesive (Three Longie F109, manufactured by ThreeBond Co., Ltd.),
An appropriate amount of an adhesive was applied to the bottom surface of the rubber disk 3 having a plurality of protrusions 4 on the upper surface, and embedded and fixed in the hole formed on the road surface. Furthermore, a caulking agent (manufactured by ThreeBond Co., Ltd., silicone sealant 5211) is provided in the gap between the rubber disk 3 and the hole 2.
E) Filled with a gun.

【0007】既存の路面に孔を削孔する代わりに、孔を
予め設けたブロックを路面に複数敷き詰め、固定し、同
様に孔の中に上表面に複数の突起を有するゴム製円盤を
接着剤で固定し、コーキング剤で隙間を充填する方法も
ある。
Instead of drilling holes on the existing road surface, a plurality of blocks having holes are previously spread and fixed on the road surface, and a rubber disk having a plurality of protrusions on the upper surface is also glued in the holes. There is also a method of fixing with, and filling the gap with a caulking agent.

【0008】ゴム製円盤3の材質は、低温でも弾性能力
の劣化が少なく、耐磨耗性に優れたものを選択する。ス
タッドレスタイヤに使用されるゴムが好ましい。更に、
ゴムの色、形状を変えて道路面の標識として利用するこ
ともできる。表面にガラスビーズを混合したものは、例
えば、横断歩道に使用すれば、運転者の注意を喚起する
ことにもなる。また、ゴム製円盤を導電性とすることに
より適当な電気抵抗値を有するようにすると、通電によ
って発熱し、熱によって路面の凍結を防止することも可
能である。
The material of the rubber disk 3 is selected so that the elastic capacity is not deteriorated even at a low temperature and the abrasion resistance is excellent. The rubber used for studless tires is preferred. Furthermore,
It can also be used as a road sign by changing the color and shape of rubber. If the surface is mixed with glass beads, for example, if it is used for a pedestrian crossing, it will call the attention of the driver. Further, if the rubber disc is made conductive so as to have an appropriate electric resistance value, it is possible to prevent the road surface from freezing due to heat generated by energization.

【0009】舗装道路面に直径75mm、深さ20m
m、及び直径20mm、深さ20mmの穴を千鳥状、格
子状、斜め格子状と円盤の大きさと配列を変形してみた
が同様な効果が得られた。この事から、円盤の大きさ、
及び穴の直径と深さは、設置条件、費用などを勘案して
適宜変更することが可能である。
75 mm in diameter and 20 m in depth on the paved road surface
m and holes having a diameter of 20 mm and a depth of 20 mm were deformed in a staggered shape, a lattice shape, an oblique lattice shape and the size and arrangement of the disks, but similar effects were obtained. From this, the size of the disk,
The diameter and depth of the hole can be changed as appropriate in consideration of installation conditions, cost, and the like.

【0010】[0010]

【効果】ゴム製円盤によって車両及び歩行者のスリップ
を防止し、さらに、ゴム製円盤と孔の隙間に注入された
コーキング剤がゴム製円盤を孔内に弾性的に保持固定
し、交通荷重によっても簡単に抜け出ないようにすると
ともに路面の雪氷の剥離を促進する。
[Effect] The rubber disc prevents slippage of vehicles and pedestrians, and the caulking agent injected into the gap between the rubber disc and the hole elastically holds and fixes the rubber disc in the hole, and It also prevents the snow and ice from coming off easily and promotes the separation of snow and ice on the road surface.

【0011】また、通過車両の荷重でゴム製円盤が歪
み、道路表面にできる雪氷の被膜の道路表面からの剥離
が促進され、自動車の制動時のスリップおよび歩行者の
スリップによる転倒を防止することができる。
Further, the rubber disc is distorted by the load of the passing vehicle, the peeling of the snow and ice film formed on the road surface from the road surface is promoted, and the vehicle is prevented from slipping due to slip during braking and pedestrian slip. You can

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

【図1】本発明の実施例。FIG. 1 is an example of the present invention.

【図2】本発明の実施例。FIG. 2 is an embodiment of the present invention.

【図3】ゴム製円盤を示す実施例。FIG. 3 is an example showing a rubber disc.

【符号の説明】[Explanation of symbols]

1 路面 2 孔 3 ゴム製円盤 4 突起 1 Road surface 2 hole 3 Rubber disk 4 Protrusion

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 舗装道路面を円形に削孔し、削孔の底面
に速硬化型接着剤を注入し、この孔内に上表面に複数の
突起を有するゴム製円盤を埋設して固定し、孔の周壁と
ゴム製円盤側面の隙間にコーキング剤を充填する舗装道
路面の滑り止め施工法。
1. A pavement road surface is drilled in a circular shape, a quick-curing adhesive is injected into the bottom surface of the drilled hole, and a rubber disk having a plurality of protrusions on its upper surface is embedded and fixed in the hole. , A method to prevent slipping on the paved road surface by filling caulking agent in the gap between the peripheral wall of the hole and the side of the rubber disk.
【請求項2】 路面に孔を有するブロックを敷並べて固
定し、孔の底面に速硬化型接着剤を注入し、この孔内に
上表面に複数の突起を有するゴム製円盤を埋設して固定
し、孔の周壁とゴム側面の隙間にコーキング剤を充填す
る舗装道路面の滑り止め施工法。
2. A block having holes on a road surface is lined up and fixed, a quick-curing adhesive is injected into the bottom surface of the hole, and a rubber disk having a plurality of protrusions on its upper surface is embedded and fixed in the hole. Then, a non-slip construction method on the paved road surface where the caulking agent is filled in the gap between the peripheral wall of the hole and the rubber side surface.
【請求項3】 円盤のゴムが導電性ゴムである請求項1
または2の舗装道路面の滑り止め施工法。
3. The rubber of the disk is a conductive rubber.
Or method 2 of non-slip construction on the paved road surface.
【請求項4】 コーキング剤は、シリコン系コーキング
剤である請求項1、2または3項の舗装道路面の滑り止
め施工法。
4. The non-slip construction method for a paved road surface according to claim 1, 2 or 3, wherein the caulking agent is a silicon-based caulking agent.
JP11474794A 1994-04-27 1994-04-27 Non-slip construction method for paved road Expired - Fee Related JPH0826523B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11474794A JPH0826523B2 (en) 1994-04-27 1994-04-27 Non-slip construction method for paved road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11474794A JPH0826523B2 (en) 1994-04-27 1994-04-27 Non-slip construction method for paved road

Publications (2)

Publication Number Publication Date
JPH07292609A JPH07292609A (en) 1995-11-07
JPH0826523B2 true JPH0826523B2 (en) 1996-03-13

Family

ID=14645665

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11474794A Expired - Fee Related JPH0826523B2 (en) 1994-04-27 1994-04-27 Non-slip construction method for paved road

Country Status (1)

Country Link
JP (1) JPH0826523B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030056964A (en) * 2001-12-28 2003-07-04 주식회사 에스티 The constructing method for prevent slip of road

Also Published As

Publication number Publication date
JPH07292609A (en) 1995-11-07

Similar Documents

Publication Publication Date Title
US4577992A (en) Snowplowable road marker apparatus
KR101079727B1 (en) Grooving structural body and the spatial-temporal method of asphalt pavement
EP1123445A1 (en) Surface covering intended to be used on marking coverings for roads, parking areas and the like
JPH0826523B2 (en) Non-slip construction method for paved road
KR102508000B1 (en) Lane sign bottles for motorways
KR100961621B1 (en) Road sign
KR20230126086A (en) A car tire with a heating coil
KR100949672B1 (en) Road signs with anti-slip function
KR200221869Y1 (en) signpost protecting device
CN211547145U (en) Preset slope frame and slope frame assembly
KR200252877Y1 (en) A nonskid plate
KR100433654B1 (en) Constructing method and structure for sliding prevention section on the road
KR200252878Y1 (en) A road line indicator
KR101079724B1 (en) Method constructing grooves for non-slip of paved road
KR200208145Y1 (en) A signpost for a secession prevention structure
US5785782A (en) Slip-preventing vehicle tire
JP3168428B2 (en) Non-slip structure on pavement
JPH08333705A (en) Antifreezing road block and laying method thereof
KR200427777Y1 (en) Device for constructing road marking and non-slip part including pedestrian crossing
KR200232865Y1 (en) Structure for sliding prevention section on the road
JPH07315012A (en) Antislip tire
KR200373136Y1 (en) Overspeed checker
JP3014071U (en) Anti-slip pin to be attached to automobile tires.
KR950003520Y1 (en) Traffic studs
JPH07233511A (en) Road surface mark, and setting method therefor

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080313

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100313

Year of fee payment: 14

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110313

Year of fee payment: 15

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110313

Year of fee payment: 15

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120313

Year of fee payment: 16

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130313

Year of fee payment: 17

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130313

Year of fee payment: 17

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140313

Year of fee payment: 18

LAPS Cancellation because of no payment of annual fees