JP2008031779A - Congestion prevention of motorway - Google Patents
Congestion prevention of motorway Download PDFInfo
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- JP2008031779A JP2008031779A JP2006208308A JP2006208308A JP2008031779A JP 2008031779 A JP2008031779 A JP 2008031779A JP 2006208308 A JP2006208308 A JP 2006208308A JP 2006208308 A JP2006208308 A JP 2006208308A JP 2008031779 A JP2008031779 A JP 2008031779A
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Description
自動車専用道路の渋滞を防止する構造に関するものである。 The present invention relates to a structure for preventing traffic congestion on a car road.
自動車専用道路の料金所では、料金を授受するために車両が一時停止するので、通過量が落ちる。そのため流入する車両が多ければ、その個所から手前で渋滞が発生してしまう。その解決法として料金口を増設する方法が取られている。 At the toll booth on the motorway, the vehicle temporarily stops to give and receive the fee, so the passing amount decreases. Therefore, if there are many vehicles that flow in, traffic jams will occur from that location. As a solution to this problem, a method of adding a fee gate has been taken.
しかしそうなると今度は料金口を通過した後、元の車線に戻ろうとしても、車線の数よりも車両の数が多いので、互いに譲り合いながら接触しないように、どうしてもゆっくりした速度や停止を繰り返しながら走行しなければならず、流入車両が増加するにつれて必ず渋滞が起きてしまう。 However, this time, after passing the toll gate, if you try to return to the original lane, there are more vehicles than the number of lanes, so you must drive slowly and stop repeatedly so as not to contact each other There is always a traffic jam as the number of inflowing vehicles increases.
そのため無線で料金別払いの方法(ETC)も取られているが、現金支払の料金口と併設されているため、料金口はスムースに通過するのであるが、その後少ない車線に戻ろうとするETCを搭載していない車両と車線の奪い合いになり、その効果が発揮出来ないでいる。 For this reason, the method of paying separately by fee (ETC) is also taken wirelessly, but because it is attached to the cash payment fee gate, the fee gate passes smoothly, but after that ETC trying to return to the few lanes The lane is competing with the vehicle that is not installed, and the effect cannot be demonstrated.
これと同じ渋滞は流入量により休憩所の出口や、他の道路からの流入口付近でも起きる。この根本的な解決方法は、合流しても車線が減らないように車線を増やせばよいが、そうなると道路の幅を増やしていかなければならず、用地取得や,莫大な費用の問題が出てくる。 The same traffic jam occurs at the exits of rest areas and near the entrances of other roads depending on the amount of inflow. The fundamental solution is to increase the number of lanes so that the number of lanes does not decrease even if they merge, but if that happens, the width of the road must be increased, resulting in problems of land acquisition and enormous costs. come.
用地取得や,莫大な費用の問題を発生させることなく、渋滞が起きないようにしたいし、起きても早く解消したい。 We want to prevent traffic jams without causing land acquisition and huge cost problems, and we want to resolve them as soon as possible.
渋滞発生個所の、その前方と後方の渋滞が影響する区間を全て、他の隣接する車線からは自動車が少なくとも流入しないように、1車線又は複数の車線を分離する。 One lane or a plurality of lanes are separated from the other adjacent lanes so that the vehicle does not flow at least in all the sections where the traffic jams occur in the traffic jam location.
分離された車線を走る車両は渋滞発生個所で、車線を奪い合ったりすることが無くなり、走行速度が落ちないので、通過量も増す。その結果その渋滞発生個所全体で、渋滞が起きなかったり、起きてもより早く解消する。 Vehicles traveling in the separated lanes are where traffic jams occur, and lanes are no longer scrambled, and the traveling speed does not decrease, so the passing amount increases. As a result, the entire traffic jam location is free of traffic jams or even faster.
本発明を料金所の付近と合流点の2ヶ所で説明する。合流点は他の道路からの流入口だけでなく、高速道路上の休憩所の出口やバス合流点等も含む。 The present invention will be described in two places, near the toll gate and at the junction. The junction includes not only entrances from other roads, but also exits of rest areas on highways and bus junctions.
図1は本発明の最適例を示す、また図2は従来の、各々料金所の付近を示す簡単な平面図である。車両は図面上右側から左側に走行する。自動車専用道路の料金所の手前までの走行車線を1〜4、料金所の徴収窓口(以後料金口という)11〜19、そこを通過した楕円で示す車両を各々21〜29、料金所から後の走行車線を31〜34とする。
FIG. 1 shows an optimum example of the present invention, and FIG. 2 is a simple plan view showing the vicinity of a conventional toll gate. The vehicle travels from the right side to the left side on the drawing. Driving lanes to the front of the toll booth on the
従来は図2のように料金所の付近ではどの車線でも自由に変更出来たので、流入車両が多い場合は料金口11から19までを通過してきた車両21から29の9台が、その先の4車線に絞られた料金所出口を目指して走行して行くのである。
Conventionally, any lane can be freely changed in the vicinity of the toll gate as shown in FIG. 2, so if there are many inflowing vehicles, nine
出口までは車では直ぐなので速度は出ていないが、隣接する車両と接触する危険性が増すので、さらに速度を落とさざるを得ないし、場合によっては停止して相手を通す場合も出てくる。ETC搭載車が料金口を時速20Kmで抜けられても、前に車両が割り込んで来れば速度を落とさざるを得ない。この状況ではETCを搭載していても、何ら効果が無い。 Since the car is fast until the exit, the speed does not go out, but there is an increased risk of contact with an adjacent vehicle, so the speed must be further reduced, and in some cases, the car stops and passes through the opponent. Even if an ETC-equipped vehicle is able to exit the toll gate at 20 km / h, it must be slowed down if the vehicle comes in front. In this situation, even if ETC is installed, there is no effect.
この渋滞が起きるとこの渋滞は当然後ろに伸びて行き、料金所のはるか手前5Km以上にも伸びて行くが、流入量が多いと前方にもつまり料金所を過ぎて何も無いにも拘わらず、1Km以上も低速で走行する渋滞状態が起きる。これら前後の渋滞を抜けるのに2時間掛かることはざらにある。1時間に3Kmしか進まないとすると、一車両10mを占めるとして、つまり車長を5mとすると車間距離5mとなるが、一車線あたり一時間に300台の通過ということになる。 When this traffic jam occurs, this traffic traffic will naturally extend backwards, and will extend to more than 5 km in front of the toll booth. A traffic jam occurs at a low speed of 1 km or more. It takes about 2 hours to get through these traffic jams. If the vehicle travels only 3 km per hour, it is assumed that it occupies 10 m per vehicle, that is, if the vehicle length is 5 m, the distance between vehicles is 5 m, but 300 vehicles pass per hour per lane.
本発明ではその対策として、例えば2車線を分離しようというもので、走行車線1,2及び31、32をその他の車線と分離させるのである。この分離車線では隣の渋滞車線に比べれば非常に早い走行が可能なので、車線変更禁止ライン程度では容易に車線を変更する車が出るので衝突の危険性が有る。従ってそれを防止出来る程度の柵10を、走行車線2と3、32と33との間に設けるのである。その始まりと終わりは取りあえず過去にこの料金所で渋滞して、伸びた車の最後尾から先端までとすれば、充分である。そして料金口はETC専用とする。
In the present invention, as a countermeasure, for example, two lanes are to be separated, and the
この車線を走るETC搭載車は隣の渋滞を横目に、流れに乗って走れば良い。料金口を通過する速度は現在のところ時速20Kmとしているから、この速度で一車両10mを占めるとすると、一時間に20Km通過するので、一車線あたり一時間の通過車両は2000台となる。さらに料金口の通過速度は無線の受発信の長さを長くすれば改良出来るから、将来例えば時速60Kmになって、一車両20mを占めるとすると、つまり車長を5m、車間距離を15mとすると、一車線あたり通過車両は3000台に増える。 An ETC-equipped vehicle that runs in this lane can run on the flow with the traffic jam next to it. Since the speed passing through the toll gate is currently set at 20 km / h, assuming that this speed occupies 10 m per vehicle, it will pass 20 km per hour, so there will be 2000 vehicles passing per hour per lane. Furthermore, since the rate of passage of the toll gate can be improved by increasing the length of wireless transmission / reception, assuming that in the future, for example, the speed will be 60 km / h and occupy 20 m per vehicle, that is, the vehicle length is 5 m and the distance between vehicles is 15 m. The number of passing vehicles per lane will increase to 3000.
つまり4車線合計で、従来の料金所では時間あたり通過車両は300×4で1200台であるのに、本発明の料金所ならば時速20Kmで走行しても2000×2+300×2で4600台となり、ほぼ4倍になる。時速60Kmで走行すれば5.5倍にもなる。これによって渋滞は発生しないか、しても短時間で解消することが出来る。 In other words, the total number of vehicles in four lanes is 1200 cars at 300x4 per hour at the conventional toll booth, but at the toll booth of the present invention, 4600 cars at 2000x2 + 300x2 even when traveling at 20km / h. , Almost 4 times. If you drive at 60km / h, it will be 5.5 times faster. As a result, there is no traffic jam or it can be resolved in a short time.
この場合分離車線を走行するのはETC搭載車でなければならないので、分離する車線の割合は利用する搭載車の数による。その数が少なければ、車線も少なくしなければならず、効果も落ちる。しかし先程の例の渋滞距離6Km、通過2時間の区間が、時速20Kmで20分、時速60Kmなら6分で通過できるとなったら、ETCを搭載しようとする車が必ず増え、効果も上がる。 In this case, since the ETC-equipped vehicle must travel in the separated lane, the ratio of the separated lane depends on the number of the loaded vehicles used. If the number is small, the number of lanes must be reduced, and the effect is reduced. However, if the traffic jam distance of 6 km and the passage of 2 hours in the previous example can pass in 20 minutes at 20 km / h and in 6 minutes if the speed is 60 km / h, the number of cars to be equipped with ETC will surely increase and the effect will increase.
分離する柵の長さは、その入口が隣接する車線の渋滞に巻き込まれないことが要件である。終わりの料金所から先の渋滞は、図2の例では料金口の数を少なくすれば必ず解消する。しかし始まりの長さは流入する車両の数量による。いくら分離により料金所の効率が上がっても、それを上回る車両が流入すれば渋滞は起きる。従って状況により調節出来るようにするのが便利である。 The length of the fence to be separated is a requirement that the entrance does not get caught in the traffic jam of the adjacent lane. In the example of FIG. 2, the traffic jam ahead of the end toll gate can be resolved by reducing the number of toll gates. However, the starting length depends on the number of vehicles entering. No matter how much the toll gate efficiency increases due to separation, traffic congestion will occur if more vehicles flow in. Therefore, it is convenient to be able to adjust according to the situation.
図3は本発明の、図4は従来の、合流点の付近を示す簡単な平面図である。本流の車線を5、6として、流入する車線を7として、その上の楕円で示す車両を各々45、46、47とすると、従来は、図4のように合流点のでの車両は3車線から2車線に減るので、互いに相手の車線に乱入する可能性が高いのでどうしても速度が落ち、走行車両が多ければ必ず渋滞する。 FIG. 3 is a simple plan view of the present invention, and FIG. 4 is a conventional plan view showing the vicinity of a merging point. Assuming that the main lane is 5 and 6, the inflow lane is 7, and the vehicles indicated by the ellipses above are 45, 46 and 47, respectively, the vehicle at the confluence is conventionally from 3 lanes as shown in FIG. Since it is reduced to two lanes, there is a high possibility that they will intrude into each other's lane, so the speed will inevitably drop, and if there are many traveling vehicles, there will be traffic jams.
その時図3のように車線5と6の間に通行不可能な柵10を、渋滞の影響のある限りの区間設ける。そうすると車線5を走る車両45は、車線6と車線7の混乱をよそに、先程の料金所のように、その車線の流れに乗ってスムースに走行出来るのである。これによって通過車両は増加するので、その分はこの合流点全体の通過量の増大に貢献する。
At that time, as shown in FIG. 3, the
渋滞が解消又は時間が短くなることにより、物流や人の動きが速くなり、社会的効率が非常に高くなる。 By eliminating traffic jams or shortening the time, logistics and people move faster, and social efficiency becomes very high.
スムースに道路を通行出来るのは、運転者の精神に非常に良いだけでなく、疲労も少なくなるので、事故の減少につながる。 The ability to pass smoothly on the road is not only very good for the driver's spirit but also reduces fatigue, leading to a reduction in accidents.
渋滞中に消耗される無駄な石油エネルギーが少なくなるだけでなく、炭酸ガス等の排出量も少なくなる。 Not only is unnecessary oil energy consumed during traffic jams reduced, but emissions of carbon dioxide and the like are also reduced.
本発明の考え方から自動車専用道路の構造を考えれば、無駄な道路幅や車線、料金所増設を無くすことが出来、必要な投資を効率よくすることが出来る。 Considering the structure of an automobile road from the concept of the present invention, it is possible to eliminate useless road widths, lanes, and toll booths, and to efficiently make necessary investments.
本発明の料金所であれば、ETCの効果が非常に高いので、搭載しようとするドライバーが多くなるので、自動車専用道路全体の自動化、効率も高くなる可能性が高い。 In the toll gate according to the present invention, since the effect of ETC is very high, the number of drivers to be mounted increases, so there is a high possibility that the efficiency and efficiency of the entire automobile exclusive road will be increased.
1〜4 料金所の手前までの走行車線
10 車線を分離する柵
11〜19 料金口
21〜29 料金口を通過した車両
31〜34 料金所から後の走行車線
5,6 合流点の本流の車線
7 合流点の流入する車線
45〜47 合流点の車線5〜7を走る車両
1-4 Driving lane to the front of the
31-34 Driving lane after the
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Cited By (9)
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WO2014091440A1 (en) * | 2012-12-12 | 2014-06-19 | Xu Jun | Multi-layer compact highway toll station |
CN104603362A (en) * | 2012-12-12 | 2015-05-06 | 南宁马许科技有限公司 | Situation-adaptive multi-layered highway toll station |
CN104641041A (en) * | 2012-12-12 | 2015-05-20 | 南宁马许科技有限公司 | Multi-layer compact highway toll station |
CN107268358A (en) * | 2017-06-22 | 2017-10-20 | 邹建东 | A kind of highway is met an urgent need gateway |
CN108221519A (en) * | 2013-12-23 | 2018-06-29 | 福州欧冠知识产权服务有限公司 | Large-scale oblique line formula charge station |
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WO2014091440A1 (en) * | 2012-12-12 | 2014-06-19 | Xu Jun | Multi-layer compact highway toll station |
WO2014091451A3 (en) * | 2012-12-12 | 2014-08-07 | Xu Jun | Situation-adaptive multi-layered highway toll station |
CN104603362A (en) * | 2012-12-12 | 2015-05-06 | 南宁马许科技有限公司 | Situation-adaptive multi-layered highway toll station |
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CN108221519A (en) * | 2013-12-23 | 2018-06-29 | 福州欧冠知识产权服务有限公司 | Large-scale oblique line formula charge station |
CN107268358A (en) * | 2017-06-22 | 2017-10-20 | 邹建东 | A kind of highway is met an urgent need gateway |
CN109610376A (en) * | 2018-12-20 | 2019-04-12 | 张作玮 | A kind of protection formula limit for width device that municipal works use |
DE102021107669A1 (en) | 2020-03-30 | 2021-09-30 | Toyota Jidosha Kabushiki Kaisha | INFORMATION PROCESSING DEVICE, INFORMATION PROCESSING METHOD, AND NON-VOLATILE STORAGE MEDIUM |
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