Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3673701B2 - Road surface freezing prevention method that discharges antifreezing liquid to the road surface - Google Patents
[go: Go Back, main page]

JP3673701B2 - Road surface freezing prevention method that discharges antifreezing liquid to the road surface - Google Patents

Road surface freezing prevention method that discharges antifreezing liquid to the road surface Download PDF

Info

Publication number
JP3673701B2
JP3673701B2 JP2000214035A JP2000214035A JP3673701B2 JP 3673701 B2 JP3673701 B2 JP 3673701B2 JP 2000214035 A JP2000214035 A JP 2000214035A JP 2000214035 A JP2000214035 A JP 2000214035A JP 3673701 B2 JP3673701 B2 JP 3673701B2
Authority
JP
Japan
Prior art keywords
road surface
nozzle
discharge nozzle
vehicle
prevention method
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
JP2000214035A
Other languages
Japanese (ja)
Other versions
JP2002030628A (en
Inventor
譲二 加藤
Original Assignee
中島金属工業株式会社
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 中島金属工業株式会社 filed Critical 中島金属工業株式会社
Priority to JP2000214035A priority Critical patent/JP3673701B2/en
Publication of JP2002030628A publication Critical patent/JP2002030628A/en
Application granted granted Critical
Publication of JP3673701B2 publication Critical patent/JP3673701B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Cleaning Of Streets, Tracks, Or Beaches (AREA)
  • Nozzles (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、降雪地或は寒冷地における車両走行路面の凍結を防止するために、吐出ノズルから凍結防止液を吐出するようにした路面に凍結防止液を吐出する路面凍結防止法に関する。
【0002】
【従来の技術】
従来、舗装体Aに埋設した吐出ノズルから凍結防止液を吐出して路面Bに散布することにより、路面Bの凍結を防止するようにした方法として、例えば、特開平10−272386号公報や、特許第2920493号公報に記載の技術が知られている。従来の方法によれば、図5に示すように、吐出ノズル51、51、・・・はノズル支持管52に列設し、路面Bから上端側を突出した状態で道路を横断する方向に配置する。そして、凍結防止液供給装置53から凍結防止液を各吐出ノズル51に供給して散布することにより、凍結防止液は路面Bを走行する車両のタイヤに付着して拡散し、また延展する結果(引きずり効果)、道路横断方向に沿って路面Bの凍結を防止する仕組みである。そこで、各吐出ノズル51はタイヤに凍結防止液を最も効率よく付着させるために、車両の左右のタイヤが通過する走行帯域C、即ち轍の位置に埋設するのが一般的であった。
【0003】
【発明が解決しようとする課題】
しかし、吐出ノズル51を走行帯域Cの位置に埋設すると、吐出ノズル51は当然のことながら通過する車両のタイヤに常時踏み付けられる状態にあり、車両の荷重や、タイヤチェーンによる打撃を受けることにより、更にはタイヤショベルやグレーダー等の重機が除雪する際の排雪板等に引っ掻けられるといった原因で損傷したり、破損してしまうという欠点がある。
【0004】
また、経年に伴なって路面Bのうち走行帯域Cの部分が流動や磨き滑り等により起こる轍掘れ等により舗装が傷んで補修が必要になった時には、轍部分のみをアスファルト合材やコンクリートで盛り付けるレール引き舗装や、道路全体にアスファルト合材を被せるオーバーレイ舗装を行なうことが一般的である。この際に、吐出ノズル51、51、・・・は一旦解体して撤去し、舗装の補修完了した後に新たに各吐出ノズ51ルを設置し直さなければならないという作業や費用の面で無駄があったし、そのための工事の際には車両の通行を規制しなければならないために交通に支障を招くという欠点がある。
【0005】
本発明は、上述した従来技術の諸欠点に鑑みなされたもので、車両の荷重やタイヤチェーンや重機の排雪板による損傷を受けることがないので、吐出ノズルの耐用年数を長くすることができるし、舗装路面の轍部分を補修する場合でも吐出ノズルを撤去する必要がないので補修作業を短期間で行なうことができると共に、そのための費用も低減することができるようにした、路面に凍結防止液を吐出する路面凍結防止法を提供することを目的とする。
【0006】
【課題を解決するための手段】
上述した課題を解決するために構成された本発明の手段は、上端側を路面から突出した状態で舗装体に埋設した吐出ノズルから凍結防止液を吐出することにより、前記路面の凍結を防止する路面凍結防止法において、前記吐出ノズルは前記路面上を走行する車両の走行帯域より外側に位置して前記舗装体に埋設し、ノズル孔を前記路面に対して斜め上方で、かつ前記車両の走行帯域に向けた状態に配設したものからなる。
【0007】
そして、前記吐出ノズルは、舗装体に埋設したノズル配設管に取着され、内部の液通路が該ノズル配設管と連通するノズル取付部材と、上端が閉塞した中空管からなり、下端側が該ノズル取付部材に取着されたノズル本体と、該ノズル本体の上端側に位置して斜め上向きに開口形成したノズル孔とから構成するとよい。
【0008】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づき詳述する。先ず本実施の方法に使用する吐出ノズルについて説明する。図において、1は塩化物系或は非塩化物系の凍結防止液を吐出するための吐出ノズルを示す。2は該吐出ノズル1を構成し、後述するノズル配設管11に着設するためのノズル取付部材で、該ノズル取付部材2は軸方向一側に雄ねじ部2Aが形成され、軸方向他側に六角のトルク掛け部2Bが形成された軸体からなり、内部には段部2Cを介して軸方向一側に液通路2D、他側に該液通路2Dと同軸に大径のナット螺着穴2Eが形成してある。
【0009】
3はノズル本体で、該ノズル本体3は下端3Aが開口し、上端3Bが閉塞して内部に吐出路3Cが形成された中空管からなり、アスファルト合材の溶解温度に耐えられる耐熱性を有し、また繰り返し倒屈によってもへたることのない弾力性を有する材料、例えば高張力弾性ゴムによって成形してある。4は前記吐出路3Cに連通してノズル本体3の上端3B側に形成したノズル孔で、該ノズル孔4は約30度の傾斜角で斜め上向きに開口している。
【0010】
5はノズル本体3をノズル取付部材2に締着するための取付ナットで、該取付ナット5は軸方向一側が前記ナット螺着穴2Eに螺合する雄ねじ部5Aになり、他側が六角形のトルク掛け部5Bになっており、中心にはノズル挿入穴5Cが形成してある。
【0011】
更に、6はノズル本体3の抜け出しを防止するための係止リングを示す。該係止リング6はナット5とノズル取付部材2との間に位置してノズル本体3の外周に嵌合してあり、ノズル本体3の外面に係合し易いように断面略円弧状に形成してある。7は前記係止リング6の位置に対応してノズル本体3の下端側から挿嵌した金属製の受け筒を示し、該受け筒7は筒部7Aと、該筒部7Aの下端から張出した座金部7Bとからなっており、係止リング6の締付力を受承するためのものである。
【0012】
他方、11は上述の構成からなる吐出ノズル1を道路の所定位置に配置するためのノズル配設管を示す。12は該ノズル配設管11を構成し、内部が液供給路12Aになった鋼管からなる管本体で、該管本体12には軸方向に離間して径方向に取付ねじ穴12Bが複数穿設してある。13はアスファルトの舗装体Aに形成した埋設用溝イに管本体12を安定よく設置するための管安定板を示し、該管安定板13は横長矩形状の金属板からなっており、管本体12の下面側に溶接手段により固着してある。また、14は取付ねじ穴12Bと同心状に管本体12に溶接その他の固着手段により突設した鞘管を示す。該鞘管14の内周面には雌ねじ14Aが刻設してあり、ノズル設置時における異物の混入を防止すると共に、養生のために使用する栓体(但し、図示せず。)を着脱可能に螺着するようになっている。15は位置と方向が決まった吐出ノズル1と鞘管14との間に形成した封止部で、該封止部15はシリコン系シーリング剤を充填したものからなっている。
【0013】
16は各吐出ノズル1に凍結防止液を供給するための凍結防止液供給装置を示し、該凍結防止液供給装置16は凍結防止液を貯える貯液タンク17と、該貯液タンク17に接続した吐出ポンプ18と、該吐出ポンプ18の作動を制御するコントローラ19と、外気温及び降雪の有無を検出して該コントローラ19に信号を送るセンサー20と、吐出ポンプ18をノズル配設管11に接続する連結管21とから構成してある。
【0014】
次に、上述した吐出ノズル1、1、・・・を用いる路面凍結防止法について説明する。図において、31は路面凍結防止液を散布する車道で、該車道31は車道中央線32を中心にして両側に約300cmの幅で上り方向車線33と下り方向車線34が画成してあり、各車線33、34の外側の車両通行帯最外側線35、35から外側に路肩36、36を存して歩車道境界縁石37、37(一方のみ図示)が列設してある。そこで、一側の歩車道境界縁石37から車道31の横断方向に舗装体Aを掘削して埋設用溝イを形成し、埋設用溝イ内にノズル配設管11を設置する。ノズル配設管11には、各車両通行帯最外側線35と交差する位置に1個、車道中央線32と交差する位置に2個の取付ねじ穴12B、・・・を予め穿設しておく。
【0015】
かくして、ノズル配設管11の各取付ねじ穴12Bに着設した吐出ノズル1、1、・・はノズル本体3の上端側3Bを路面Bから突出した状態で上り方向車線33の走行帯域C、及び下り方向車線34の走行帯域Cの各外側に配設してある。また、各吐出ノズル1のノズル孔4は、車両の走行帯域Cに向いた斜め方向に、かつ路面Bの下り斜面の方向に向いた状態になるように設定してある。これにより、吐出ノズル1からは図4に示すように、車輛の走行帯域C、Cに向けて凍結防止液を吐出することができる。なお、図1及び図4において、埋設用溝イから下方は上り方向及び下り方向の両車線33、34共に下り斜面であるので、各吐出ノズル1はノズル孔4の向きを同じ方向にして設置してある。
【0016】
なお、本実施の形態では、各吐出ノズル1は各車両通行帯最外側線35と交差する位置に1個、車道中央線32と交差する位置に2個設置するものとして述べたが、上記各線32、35は配置の目安であってこの位置に限定されるものではなく、各走行車線の走行帯域Cの外側であればよいものである。
【0017】
また、車道31が片側2車線以上の場合には、車道中央線32、車両通行帯境界線及び車両通行帯最外側線35と交差する位置を目安にして吐出ノズル1を設置すればよい。
【0018】
【発明の効果】
本発明は以上詳述した如く構成したから、下記の諸効果を奏する。
(1)吐出ノズルは路面上を走行する車両の走行帯域より外側に位置させて舗装体に埋設して配置することにより、車両の荷重やタイヤチェーンや重機の排雪板による損傷を受けることがないようにしたから、吐出ノズルの耐用年数を長くすることができる。
(2)上記1と同様の理由により、路面の轍部分を補修する場合でも吐出ノズルを撤去する必要がないので補修作業を短期間で行なうことができると共に、そのための費用も低減することができる。
(3)吐出ノズルには斜め上向きにノズル孔を形成し、かつ車両の走行帯域の方向で下り斜面の方向に向けた状態で配設することにより、凍結防止液を広く拡散させた状態に吐出することができる結果、路面の凍結防止効果をより広範囲に得ることができる。
(4)吐出ノズルを構成するノズル本体は上端が閉塞した中空管に形成し、ノズル孔はノズル本体の上端側に位置して斜め上向きに開口形成した構成にしたから、従来技術の上向きのノズル孔のように土埃により目詰まりする事態を解消できるし、ノズル本体の上端側は閉塞した形状をなしているので、外力に対する強度性が高く、耐久性に優れている。
【図面の簡単な説明】
【図1】 図1乃至図4は本発明の実施の形態に係る路面に凍結防止液を吐出する路面凍結防止法の概略説明図である。
【図2】 路面凍結防止法に用いる吐出ノズルの埋設状態を示す断面図である。
【図3】 吐出ノズルの縦断面図である。
【図4】 吐出ノズルから路面に凍結防止液を散布する状態を示す説明図である。
【図5】 従来技術に係る路面に凍結防止液を吐出する路面凍結防止法の概略説明図である。
【符号の説明】
1 吐出ノズル
2 ノズル取付部材
3 ノズル本体
4 ノズル孔
11 ノズル配設管
B 路面
C 走行帯域
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a road surface freezing prevention method for discharging antifreezing liquid onto a road surface in which antifreezing liquid is discharged from a discharge nozzle in order to prevent freezing of a vehicle traveling road surface in a snowy area or a cold area.
[0002]
[Prior art]
Conventionally, as a method for preventing freezing of the road surface B by discharging antifreezing liquid from the discharge nozzle embedded in the paved body A and spraying it on the road surface B, for example, JP-A-10-272386, A technique described in Japanese Patent No. 2920493 is known. According to the conventional method, as shown in FIG. 5, the discharge nozzles 51, 51,... Are arranged in the nozzle support pipe 52 and arranged in a direction crossing the road with the upper end side protruding from the road surface B. To do. Then, by supplying the antifreezing liquid from the antifreezing liquid supply device 53 to the discharge nozzles 51 and spraying the antifreezing liquid, the antifreezing liquid adheres to the tires of the vehicle traveling on the road surface B, and spreads and spreads. This is a mechanism that prevents freezing of the road surface B along the road crossing direction. Therefore, in order to make the antifreezing liquid adhere to the tires most efficiently, each discharge nozzle 51 is generally embedded in the traveling zone C where the left and right tires of the vehicle pass, that is, the position of the eaves.
[0003]
[Problems to be solved by the invention]
However, when the discharge nozzle 51 is embedded at the position of the travel zone C, the discharge nozzle 51 is naturally in a state of being stepped on the tire of the passing vehicle, and by receiving a vehicle load or a hit by a tire chain, Furthermore, there is a drawback that a heavy machine such as a tire excavator or a grader is damaged or broken due to being scratched by a snow plate or the like when removing snow.
[0004]
In addition, when the pavement is damaged due to dredging, etc. caused by flow, polishing slip, etc. of the road surface B with the passage of time, repair of the pavement is necessary with asphalt mixture or concrete. It is common to perform rail pavement for overlaying or overlay pavement that covers the entire road with asphalt mixture. At this time, the discharge nozzles 51, 51,... Are dismantled once and removed, and after the repair of the pavement is completed, each discharge nozzle 51 must be newly installed, which is wasteful in terms of work and cost. In addition, there is a drawback in that traffic is hindered because the passage of vehicles must be restricted during the construction.
[0005]
The present invention has been made in view of the above-mentioned drawbacks of the prior art, and is not damaged by the load of a vehicle, a tire chain, or a snow plate of a heavy machine, so that the service life of the discharge nozzle can be extended. However, even when repairing the ridge part of the paved road surface, it is not necessary to remove the discharge nozzle, so that repair work can be performed in a short period of time and the cost for that can be reduced. It aims at providing the road surface freezing prevention method which discharges a liquid.
[0006]
[Means for Solving the Problems]
The means of the present invention configured to solve the above-described problem prevents freezing of the road surface by discharging antifreezing liquid from a discharge nozzle embedded in the pavement with the upper end protruding from the road surface. In the road surface freezing prevention method, the discharge nozzle is located outside the travel band of the vehicle traveling on the road surface and is embedded in the pavement, and the nozzle hole is obliquely above the road surface and the vehicle travels. It consists of what was arrange | positioned in the state toward the zone | band .
[0007]
The discharge nozzle is attached to a nozzle arrangement pipe embedded in the pavement, and an inner liquid passage is composed of a nozzle mounting member communicating with the nozzle arrangement pipe, and a hollow pipe whose upper end is closed, The nozzle body may be composed of a nozzle body having a side attached to the nozzle mounting member, and a nozzle hole that is located on the upper end side of the nozzle body and is formed to open obliquely upward.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. First, the discharge nozzle used in the present embodiment will be described. In the figure, reference numeral 1 denotes a discharge nozzle for discharging a chloride-based or non-chloride-based antifreezing liquid. Reference numeral 2 denotes a nozzle mounting member that constitutes the discharge nozzle 1 and is attached to a nozzle arrangement tube 11 to be described later. The nozzle mounting member 2 has a male screw portion 2A on one side in the axial direction and the other side in the axial direction. The shaft is formed with a hexagonal torque hooking portion 2B, and the inside is screwed with a large diameter nut coaxially with the liquid passage 2D on one side in the axial direction and the other side through the step portion 2C. A hole 2E is formed.
[0009]
Reference numeral 3 denotes a nozzle body. The nozzle body 3 is a hollow tube having a lower end 3A opened, an upper end 3B closed and a discharge passage 3C formed therein, and has heat resistance capable of withstanding the melting temperature of the asphalt mixture. It is formed of a material having elasticity that does not sag even when repeatedly bent, such as high-tensile elastic rubber. Reference numeral 4 denotes a nozzle hole formed on the upper end 3B side of the nozzle body 3 so as to communicate with the discharge passage 3C. The nozzle hole 4 is opened obliquely upward at an inclination angle of about 30 degrees.
[0010]
Reference numeral 5 denotes a mounting nut for fastening the nozzle body 3 to the nozzle mounting member 2. The mounting nut 5 has a male screw portion 5A that is screwed into the nut screwing hole 2E on one side in the axial direction, and a hexagonal shape on the other side. It is a torque application portion 5B, and a nozzle insertion hole 5C is formed at the center.
[0011]
Reference numeral 6 denotes a locking ring for preventing the nozzle body 3 from coming off. The locking ring 6 is located between the nut 5 and the nozzle mounting member 2 and is fitted to the outer periphery of the nozzle body 3 and is formed in a substantially arc shape in cross section so that it can be easily engaged with the outer surface of the nozzle body 3. It is. 7 shows a metal receiving tube inserted from the lower end side of the nozzle body 3 corresponding to the position of the locking ring 6, and the receiving tube 7 projects from the cylindrical portion 7A and the lower end of the cylindrical portion 7A. It consists of a washer portion 7B and is for receiving the tightening force of the locking ring 6.
[0012]
On the other hand, 11 indicates a nozzle arrangement pipe for arranging the discharge nozzle 1 having the above-described configuration at a predetermined position on the road. Reference numeral 12 denotes a tube main body comprising the nozzle-arranged pipe 11 and made of a steel pipe having a liquid supply passage 12A inside. The pipe main body 12 is provided with a plurality of mounting screw holes 12B in the radial direction and spaced apart in the axial direction. It is set up. Reference numeral 13 denotes a pipe stabilizer for stably installing the pipe main body 12 in the embedding groove A formed in the asphalt pavement A. The pipe stabilizer 13 is made of a horizontally long rectangular metal plate. 12 is fixed to the lower surface side by welding means. Reference numeral 14 designates a sheath pipe projecting from the pipe body 12 by welding or other fixing means concentrically with the mounting screw hole 12B. A female screw 14A is engraved on the inner peripheral surface of the sheath tube 14 to prevent foreign matter from entering when the nozzle is installed, and a plug (not shown) used for curing can be attached and detached. It is designed to be screwed on. Reference numeral 15 denotes a sealing portion formed between the discharge nozzle 1 whose position and direction are determined and the sheath tube 14, and the sealing portion 15 is made of a silicon-based sealing agent.
[0013]
Reference numeral 16 denotes an antifreezing liquid supply device for supplying antifreezing liquid to each discharge nozzle 1, and the antifreezing liquid supply device 16 is connected to a liquid storage tank 17 for storing the antifreezing liquid and the liquid storage tank 17. A discharge pump 18, a controller 19 that controls the operation of the discharge pump 18, a sensor 20 that detects the outside air temperature and the presence or absence of snow and sends a signal to the controller 19, and the discharge pump 18 is connected to the nozzle arrangement pipe 11. And a connecting pipe 21 to be connected.
[0014]
Next, the road surface freezing prevention method using the discharge nozzles 1, 1,. In the figure, reference numeral 31 denotes a roadway on which a road surface antifreezing liquid is sprayed. The roadway 31 has an upward lane 33 and a downward lane 34 defined by a width of about 300 cm on both sides centering on the roadway centerline 32. Walkway boundary curbs 37 and 37 (only one is shown) are arranged in a row with road shoulders 36 and 36 on the outside from the outermost lines 35 and 35 of the vehicle lanes outside the lanes 33 and 34. Therefore, the pavement A is excavated in the transverse direction of the roadway 31 from the pedestrian boundary curb 37 on one side to form a buried groove a, and the nozzle arrangement pipe 11 is installed in the buried groove a. In the nozzle arrangement pipe 11, one mounting screw hole 12B,... Is drilled in advance at a position intersecting with the outermost line 35 of each vehicle traffic zone and at a position intersecting with the road center line 32. deep.
[0015]
Thus, the discharge nozzles 1, 1,... Installed in the respective mounting screw holes 12B of the nozzle arrangement pipe 11 are the traveling band C of the upward lane 33 with the upper end side 3B of the nozzle body 3 protruding from the road surface B, And on the outer side of the traveling band C of the downward lane 34. Further, the nozzle holes 4 of the respective discharge nozzles 1 are set so as to face in a diagonal direction toward the traveling zone C of the vehicle and in a downward slope of the road surface B. Thereby, as shown in FIG. 4, the antifreezing liquid can be discharged from the discharge nozzle 1 toward the traveling zones C and C of the vehicle. 1 and 4, since both the upward and downward lanes 33 and 34 are downward slopes from the embedding groove a, each discharge nozzle 1 is installed with the nozzle holes 4 oriented in the same direction. It is.
[0016]
In the present embodiment, it has been described that one discharge nozzle 1 is installed at a position intersecting with the vehicle outermost line 35 and two at each position intersecting the roadway center line 32. 32 and 35 are indications of arrangement and are not limited to this position, but may be outside the travel band C of each travel lane.
[0017]
In addition, when the roadway 31 has two or more lanes on one side, the discharge nozzle 1 may be installed with reference to the position intersecting the roadway center line 32, the vehicle lane border, and the vehicle lane outermost line 35.
[0018]
【The invention's effect】
Since the present invention is configured as described in detail above, the following effects can be obtained.
(1) By disposing the discharge nozzle outside the traveling band of the vehicle traveling on the road surface and burying it in the pavement, the discharge nozzle may be damaged by the load of the vehicle, the snow chains of the tire chains or heavy machinery. Since this is not done, the service life of the discharge nozzle can be extended.
(2) For the same reason as 1 above, even when repairing the ridge portion of the road surface, it is not necessary to remove the discharge nozzle, so that the repair work can be performed in a short period of time and the cost for that can be reduced. .
(3) The discharge nozzle is formed in a state in which the antifreezing liquid is diffused widely by forming a nozzle hole obliquely upward and disposing the nozzle hole in the direction of the down slope in the direction of the traveling zone of the vehicle. As a result, the effect of preventing freezing of the road surface can be obtained in a wider range.
(4) Since the nozzle body constituting the discharge nozzle is formed in a hollow tube whose upper end is closed and the nozzle hole is formed on the upper end side of the nozzle body so as to open obliquely upward, The problem of clogging with dust like a nozzle hole can be eliminated, and the upper end side of the nozzle body has a closed shape, so it has high strength against external force and is excellent in durability.
[Brief description of the drawings]
1 to 4 are schematic explanatory views of a road surface freezing prevention method for discharging an antifreezing liquid onto a road surface according to an embodiment of the present invention.
FIG. 2 is a cross-sectional view showing an embedding state of a discharge nozzle used in a road surface freezing prevention method.
FIG. 3 is a longitudinal sectional view of a discharge nozzle.
FIG. 4 is an explanatory view showing a state in which antifreezing liquid is sprayed from the discharge nozzle to the road surface.
FIG. 5 is a schematic explanatory view of a road surface freezing prevention method for discharging an antifreezing liquid onto a road surface according to the prior art.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Discharge nozzle 2 Nozzle attachment member 3 Nozzle main body 4 Nozzle hole 11 Nozzle arrangement pipe | tube B Road surface C Traveling zone

Claims (2)

上端側を路面から突出した状態で舗装体に埋設した吐出ノズルから凍結防止液を吐出することにより、前記路面の凍結を防止する路面凍結防止法において、前記吐出ノズルは前記路面上を走行する車両の走行帯域より外側に位置して前記舗装体に埋設し、ノズル孔を前記路面に対して斜め上方で、かつ前記車両の走行帯域に向けた状態に配設することを特徴とする路面に凍結防止液を吐出する路面凍結防止法。In the road surface freezing prevention method for preventing freezing of the road surface by discharging antifreezing liquid from a discharge nozzle embedded in the pavement with the upper end protruding from the road surface, the discharge nozzle is a vehicle that runs on the road surface. Freezing on the road surface, characterized in that it is embedded in the pavement located outside the travel zone of the vehicle, and the nozzle hole is disposed obliquely above the road surface and facing the travel zone of the vehicle. Road surface freezing prevention method that discharges prevention liquid. 前記吐出ノズルは、舗装体に埋設したノズル配設管に取着され、内部の液通路が該ノズル配設管と連通するノズル取付部材と、上端が閉塞した中空管からなり、下端側が該ノズル取付部材に取着されたノズル本体と、該ノズル本体の上端側に位置して斜め上向きに開口形成したノズル孔とから構成してあることを特徴とする請求項1記載の路面に凍結防止液を吐出する路面凍結防止法。  The discharge nozzle is attached to a nozzle arrangement pipe embedded in the pavement, and an internal liquid passage is composed of a nozzle mounting member communicating with the nozzle arrangement pipe and a hollow pipe whose upper end is closed, and a lower end side of the discharge nozzle. 2. The road surface according to claim 1, further comprising: a nozzle body attached to the nozzle mounting member; and a nozzle hole which is located at an upper end side of the nozzle body and is formed to open obliquely upward. Road surface freezing prevention method that discharges liquid.
JP2000214035A 2000-07-14 2000-07-14 Road surface freezing prevention method that discharges antifreezing liquid to the road surface Expired - Fee Related JP3673701B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000214035A JP3673701B2 (en) 2000-07-14 2000-07-14 Road surface freezing prevention method that discharges antifreezing liquid to the road surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000214035A JP3673701B2 (en) 2000-07-14 2000-07-14 Road surface freezing prevention method that discharges antifreezing liquid to the road surface

Publications (2)

Publication Number Publication Date
JP2002030628A JP2002030628A (en) 2002-01-31
JP3673701B2 true JP3673701B2 (en) 2005-07-20

Family

ID=18709690

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000214035A Expired - Fee Related JP3673701B2 (en) 2000-07-14 2000-07-14 Road surface freezing prevention method that discharges antifreezing liquid to the road surface

Country Status (1)

Country Link
JP (1) JP3673701B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100715462B1 (en) * 2005-05-17 2007-05-07 신동헌 Snow removal agent on the road
JP6553423B2 (en) * 2015-06-29 2019-07-31 東日本旅客鉄道株式会社 Rail-to-rail snowplow
CN108686446B (en) * 2018-04-23 2020-11-06 湘潭大学 Urban haze treatment method based on traffic light intersection automobile exhaust treatment
CN112813789A (en) * 2020-08-19 2021-05-18 中铁十九局集团第五工程有限公司 Highway is road sign spraying device for road surface construction for engineering management

Also Published As

Publication number Publication date
JP2002030628A (en) 2002-01-31

Similar Documents

Publication Publication Date Title
KR102314754B1 (en) Cooling and clean road system capable of adjusting a nozzle height and construction method thereof
KR100936930B1 (en) Road indicator with liquid spray
JP3673701B2 (en) Road surface freezing prevention method that discharges antifreezing liquid to the road surface
EP0822296B1 (en) Cover for underground structures
JPH08120604A (en) Paving body
KR920003634B1 (en) Raised pavement marking apparatus and method
JP2920493B2 (en) Road surface anti-freeze liquid discharge nozzle, buried type nozzle array pipe, road surface anti-freeze liquid discharge device and installation method of road surface anti-freeze liquid discharge nozzle
KR102578279B1 (en) Clean road apparatus and construction method thereof
KR200272128Y1 (en) A manhole for height adjustment
JP3002246U (en) Sidewalk curb block for snow-melting roads
JPH0218151Y2 (en)
KR200252792Y1 (en) Road Stud
KR200188402Y1 (en) Snow removal device using car waste gas
KR100398952B1 (en) Road Stud
KR200154814Y1 (en) F.R.P special median
JP3861082B2 (en) Steel curb and drainage unit
KR200262801Y1 (en) Supporting block for inclined parking on rode
JP3567454B2 (en) Connection structure of snow removal blocks
CN214695753U (en) Road pipe well and protective cover used for maintenance and well lifting around road pipe well
JP4010620B2 (en) Freezing prevention structure of road surface
JP3058473U (en) Snow removal block
JP3903262B2 (en) Outdoor parking
KR200202302Y1 (en) Falling rocks and sato downfall on mountain roads
JP2592589Y2 (en) Snow-absorbing blocks for forming snow-absorbing roads
KR200256849Y1 (en) Vertical direction joint cover of bridge slab

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20041115

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20041130

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050131

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050329

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050425

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20090428

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20100428

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20110428

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20120428

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20130428

Year of fee payment: 8

LAPS Cancellation because of no payment of annual fees