子分类：
- E01C1/002： .{道路的设计或布置,例如,街道系统,横断面(E01C1/005, E01C1/007优先;小路、人行道、护道、硬路肩或自行车道E01C15/00);降噪设计,例如,凹陷路(减少结构产生的噪音传播入E01C3/06;吸音铺面的布置方式参见相应铺面组;经空气传导的道路交通噪音的吸收或反射其他装置(例如,栅栏)入E01F8/00)}
- E01C1/005： .{沿道路固定安装消除或中和废气的装置(用中央抽气系统收集废气,例如,在车间或隧道内的入B08B15/002)}
- E01C1/007： .{强制驾驶员减速或谨慎开车的设计或附属结构,例如,曲折的车行道;用于阻止高速或非居民区交通的装置(减速或制动铺面入E01C9/007;路面形成或布置强制减速或谨慎开车的装置(例如,减速带)入E01F9/047)}
- E01C1/02： .道路的平面交叉、平面会合点或平面互相联接{(交通岛修建入E01F1/00)}
- E01C1/04： .道路的立体交叉;立体道路的互相联接
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 41 | 斜面に道路や工事用足場として有用な構造物を作設する方法 | JP2001570907 | 2001-03-23 | JPWO2001073204A1 | 2004-03-18 | 福井 富男 |
| 山地の斜面を切削することなく、即ち山地を傷付けずに、道路や工事用足場を作設するための方法が提供される。本発明では、以下の工程により、斜面に道路や工事用足場を作設する:▲1▼斜面に沿って少なくとも二本の縦索を懸垂させ、▲2▼当該縦索には上下二本一組の横索少なくとも一組を所定の間隔を空けて結合させ、▲3▼これらの横索にそれぞれ棒状の土台構造物を結合させ、▲4▼下方の横索に結合された第一の土台構造物には少なくとも一本の支柱を立設し、▲5▼上方の横索に結合された第二の土台構造物及び支柱の上に板状構造物を載置し、固定する。 | ||||||
| 42 | 騒音防止装置 | JP2014542641 | 2012-11-21 | JP2015501893A | 2015-01-19 | ダンナー トーマス; リヒトベルガー ベルンハルト; マイロファー エリッヒ |
| 本発明は、壁部材長手方向の延伸(28a)を備えた少なくとも1つの壁部材(8)を有し、壁部材(8)が少なくとも1つのベース部材(7)に配置されており、前記ベース部材が壁部材長手方向の延伸(28a)の方向にベース部材長手方向の延伸(12)を有し、ベース部材(7)が第1の端面(14)と第2の端面(15)を有し、かつ2つの端面(14、15)がベース部材長手方向の延伸(12)に沿って互いに対向している、交通ルートに配置するための騒音防止装置(1)に関する。ベース部材(7)の第1の端面(14)が第1の丸み(16)をもって、ベース部材(7)の第2の端面(15)が第2の丸み(17)をもって形成されており、2つの丸み(16、17)がベース部材長手方向の延伸(12)に対して垂直の方向に延びている。【選択図】図2 | ||||||
| 43 | Trough, pavement structure, and construction method of the pavement structure | JP2013058503 | 2013-03-21 | JP5374658B1 | 2013-12-25 | 長門 阿部; 和則 真鍋; 美智男 吉武 |
| 【課題】走行体への非接触での給電に用いるトラフ、舗装構造体、及び舗装構造体の施工方法を提供する。
【解決手段】走行体２に備えられた受電可能な受電装置３に電磁波を介して給電する舗装構造体に用いられるトラフであって、走行体が走行する方向に延伸するトラフ凹部１００を有するトラフ本体部１０ａと、トラフ凹部１００の内側に配置された磁性体部材１１と、磁性体部材１１上に配置され、受電装置３に電磁波を介して給電する給電体１２と、トラフ凹部１００の内側において、給電体１２を覆う給電体保護材１３とを備える。 【選択図】図４ |
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| 44 | Construction of international standard rainbow road consisting of the rainbow colors, installation and installation method thereof | JP2011550044 | 2009-02-26 | JP2012518104A | 2012-08-09 | キム，グムギュ |
| （１）技術領域：本発明は虹色で国際標準虹道路を建設し、及び虹色道路の建設方法に関する。 （２）技術的課題：世界６大陸の地球人誰もが共感する標準化された自転車専用道路がなくて世界一周等長距離自転車旅行が不可能であり、地球の自然環境の破壊が深刻で南極氷河が予想よりずっと早く溶けている。 （３）課題の解決手段：大韓民国を含め世界６大陸に地球人誰もが共感する国際標準虹道路（Ｔｈｅ Ｗｏｒｌｄ Ｓｔａｎｄａｒｄ Ｒａｉｎｂｏｗ Ｈｉｇｈｗａｙ）を建設する。 その虹道路は自転車専用道路として活用し、その色の表示方法は、第一赤色部分は赤色道路用ペイントを、同じ方法で虹色の七色を順次に直接塗布する。 二番目の方法は、ゴム等を使用または利用して虹色で虹道路の形状や形態を作って既存道路に敷いたり覆って建設する。 また、赤色等一つの色幅は３００ｍｍで、虹道路の総幅は２１００ｍｍにし、道路用ペイントの厚さは３７５μｍ、虹道路の長さは制限なく同道路の状況によって設置する。 （４）効果：自然環境に優しい新型国際標準虹道路は世界を誰でも容易に自転車旅行を思いっきり楽しむことができ、地球の温暖化防止に寄与し、世界平和運動と地球の自然親環境復興運動に大きく寄与する。
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| 45 | How to Saku設 useful structures on the slopes as the road and construction for scaffolding | JP2001570907 | 2001-03-23 | JP3753170B2 | 2006-03-08 | 富男 福井 |
| A method of constructing catwalks and building scaffolds without cutting slopes, and without damaging mountainous areas, comprising the steps of 1) dropping at least two vertical ropes along a slope; 2) joining the vertical ropes by a set of upper and lower horizontal ropes, at a predetermined spaced interval; 3) joining these horizontal ropes to bar-like base structures; 4) erecting at least one pillar on the first base structure joined to the lower rope; 5) and placing and fixing plate-like structures on the second base structure joined to the upper horizontal rope and joined on the pillar or pillars. |
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| 46 | 車道境界ブロック及び道路構造 | JP2016230298 | 2016-11-28 | JP2018087420A | 2018-06-07 | 山崎 慎一郎 |
| 【課題】ドライバーの運転技能に頼ることなく、より容易に停留所への正着性を向上し得る車道境界ブロック及び道路構造を提供する。 【解決手段】車道境界ブロック100は、車道10に連なるように設けられる上面部分120を有する。上面部分120の傾斜は、道路幅方向における車道10の水平方向に対する傾斜よりも大きく、上面部分120の道路幅方向に沿った幅は、車道10を走行するバス50のタイヤ接地幅よりも広く、バス50のトレッドよりも狭い。 【選択図】図4 |
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| 47 | トラフ、舗装構造体、及び舗装構造体の施工方法 | JP2015506533 | 2013-08-12 | JP6149101B2 | 2017-06-14 | 阿部 長門; 真鍋 和則; 吉武 美智男 |
| 48 | 道路工事計画プログラム、道路工事計画方法および情報処理装置 | JP2015007226 | 2015-01-16 | JP2016133933A | 2016-07-25 | 佐々木 博; 谷 弘幸; 増田 精; 谷 真一 |
| 【課題】道路工事計画を立案する際の確認を容易に行うことを可能とする。 【解決手段】実施形態の道路工事計画プログラムは、コンピュータに、特定の施設を基準に設定される施設の周辺の道路の特性の影響範囲を設定可能な画面を表示し、表示された画面において特定の施設に関する特性の影響範囲に含まれ、影響範囲に属することに応じて道路の補修工事の種類の選択候補に影響を受ける道路区間を特定する情報を地図上に表示する処理を実行させる。 【選択図】図1 |
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| 49 | Pavement structure and construction method for the same | JP2013058497 | 2013-03-21 | JP2014181546A | 2014-09-29 | ABE NAGATO; MANABE KAZUNORI; YOSHITAKE MICHIO |
| PROBLEM TO BE SOLVED: To provide a pavement structure capable of supplying electric power in noncontact manner to a traveling body.SOLUTION: A pavement structure 1 supplies electric power via electromagnetic waves to a power receiving device 3 that is provided in a traveling body 2 and that can receive the electric power. The pavement structure 1 includes: a recess 10 that is elongated in the traveling direction of the traveling body 2; a magnetic substance member 11 that is arranged on the inside of the recess 10; a feeding body 12 that is installed on the magnetic substance member 11 and that supplies the electric power via the electromagnetic waves to the power receiving device 3; and a feeding body protection material 13 that covers the feeding body 12 on the inside of the recess 10. | ||||||
| 50 | Roadway widening structure | US15120461 | 2015-02-13 | US09920489B2 | 2018-03-20 | Benoît Boutillier; Stéphane Constant; Cyril Lambert |
| A roadway widening structure including a first portion configured to bear on a support and configured to support a first part of the roadway, the first portion including a frame which has a parallelepiped shape and which includes an enclosure having a parallelepiped shape and configured to receive ballast so as to immobilize the first portion on the support, a lower enclosure wall of the enclosure including a first lattice, a second portion cantilevered, secured to the first portion by a lateral wall and configured to support a second part of the roadway, a lateral enclosure wall of the enclosure, facing the second portion of the roadway widening structure, including a second lattice, and for fastening the first portion and the second portion. | ||||||
| 51 | Trough, paved structure, and construction method for paved structure | US14778179 | 2013-08-12 | US09855847B2 | 2018-01-02 | Nagato Abe; Kazunori Manabe; Michio Yoshitake |
| A trough used for feeding power to a traveling body in a noncontact manner, a paved structure, and a method of constructing the paved structure. The trough used for a paved structure feeding power to a power receiver provided in a traveling body through an electromagnetic wave, includes: a trough body having a trough depression extending in the direction in which the traveling body runs; a magnetic member laid in the trough depression; a power feeding body laid on the magnetic member to feed power to the power receiver through an electromagnetic wave; and a power feeding body protector laid in the trough depression to cover the power feeding body. | ||||||
| 52 | Roadway renewable energy generation system and method | US14776197 | 2014-03-14 | US09735712B2 | 2017-08-15 | Michael J. Erickson |
| A roadway renewable energy generation system and method, that includes a plurality of plunger devices, electrically connected in series, and each plunger device configured to generate a predetermined amount of electricity, through reciprocating linear motion, when actuated by an object; a plurality of grooves formed within a ground surface configured to house the plurality of plunger devices therein, wherein a top portion of each plunger device extends a predetermined distance above the ground surface; a transformer configured to transform the electricity generated by the plurality of plunger devices; and a storage device configured to store the electricity from the transformer. The system is embedded into roadways and parking garages/ramp entrances, for example, to enable electricity generated when each plunger device is depressed as the vehicle tires pass over the roadways to be stored and reused for electric vehicles and power/utility grids. | ||||||
| 53 | ROADWAY WIDENING STRUCTURE | US15120461 | 2015-02-13 | US20170030025A1 | 2017-02-02 | Benoît BOUTILLIER; Stéphane CONSTANT; Cyril LAMBERT |
| The present invention concerns a roadway widening structure (1) comprising: a first portion (10) intended to bear on a support intended to support a first portion of the roadway, and a cantilevered second portion (20) secured to the first portion by a lateral wall (18, 25) and intended to support a second portion of the roadway. | ||||||
| 54 | Method and system for collecting, storing and distributing solar energy using networked trafficable solar panels | US12800060 | 2010-05-07 | US08907202B1 | 2014-12-09 | Scott David Brusaw; Julie A. Brusaw |
| A system and method for generating electricity using networked traffic bearing solar panels. A plurality of networked solar roadway panels, each formed of an upper surface layer, medial electronics layer and lower base, are sufficiently strong to support vehicular and pedestrian traffic directly thereon. Each panel carries plural photovoltaic cells, plural light emitting diodes, a heating element, a controller and related circuitry, and communicates with an energy storage device. The plurality of solar roadway panels operatively communicate with an external electrical grid and with a communication grid. The trafficable panels generate power, self-heat, provide communication links and channel storm water run-off to a storm water collection system. This system provides a self-healing, decentralized smart grid intelligent traffic bearing system. | ||||||
| 55 | SYSTEM AND METHOD FOR INCREASING ROADWAY WIDTH INCORPORATING A REVERSE ORIENTED RETAINING WALL AND SOIL NAIL SUPPPORTS | US13749269 | 2013-01-24 | US20130136538A1 | 2013-05-30 | Robert K. BARRETT; Albert C. RUCKMAN; Timothy Allen RUCKMAN; Colby BARRETT; Cameron LOBATO; Nathan BEARD |
| A system and method are provided for increasing the width of an existing roadway. The system incorporates a reverse-oriented retaining wall and soil nail supports. The retaining wall is formed by a first set of soil nails, wire mesh material, and one or more geotextile material layers. An alternate embodiment forms the retaining wall with a plurality of concrete blocks stacked and spaced to form a block wall. The blocks are mounted over the first set of nails and can be filled with mortar. Backfill material fills a gap between the existing sloping surface and the retaining wall. A second set of soil nails can be provided for additional subsurface support. An upper surface of the backfill material can be paved to form the extended roadway width. The cantilevered configuration of the reverse-oriented retaining wall provides a solution for a less costly retaining wall structure. This reverse-oriented retaining wall is also easier to install than traditional vertical retaining walls that may have to be installed at greater vertical and lateral distances from the existing roadway. | ||||||
| 56 | SYSTEM AND METHOD FOR INCREASING ROADWAY WIDTH INCORPORATING A REVERSE ORIENTED RETAINING WALL AND SOIL NAIL SUPPORTS | US12785321 | 2010-05-21 | US20110286795A1 | 2011-11-24 | Robert K. BARRETT; Albert C. RUCKMAN; Timothy Allen RUCKMAN; Colby BARRETT; Cameron LOBATO; Nathan BEARD |
| A system and method are provided for increasing the width of an existing roadway. The system incorporates a reverse-oriented retaining wall and soil nail supports. The retaining wall is formed by a first set of soil nails, wire mesh material, and one or more geotextile material layers. An alternate embodiment forms the retaining wall with a plurality of concrete blocks stacked and spaced to form a block wall. The blocks are mounted over the first set of nails and can be filled with mortar. Backfill material fills a gap between the existing sloping surface and the retaining wall. A second set of soil nails can be provided for additional subsurface support. An upper surface of the backfill material can be paved to form the extended roadway width. The cantilevered configuration of the reverse-oriented retaining wall provides a solution for a less costly retaining wall structure. This reverse-oriented retaining wall is also easier to install than traditional vertical retaining walls that may have to be installed at greater vertical and lateral distances from the existing roadway. | ||||||
| 57 | HIGHWAY OVERPASS BRIDGE MODIFICATION SYSTEM AND METHOD | US12696940 | 2010-01-29 | US20110188929A1 | 2011-08-04 | Randall C. Schultz; Michael Waters; Charles Keit Tipton |
| An example method of expanding a highway have a multiple lanes passing under a highway overpass bridge having a center pier is described. The center pier may be between lanes passing in opposite directions. The center pier may be replaced with two replacement central piers having a gap there between. Additional lanes may be added through the gap between the replacement central piers. Various methods of construction and detailed designs for such bridges are also described. | ||||||
| 58 | Method for installing paving blocks | US10893812 | 2004-07-19 | US07244076B2 | 2007-07-17 | Robert L. Whitson |
| A method of installing paving blocks comprises preparing an area to be paved to a desired grade. A preformed, load-bearing sheet of material, e.g., extruded polystyrene, is placed on the prepared area. Paving blocks are then laid in a desired pattern on the sheet of material. | ||||||
| 59 | Method for calculating parameters in road design of S-type clothoid, complex clothoid and egg type clothoid | US11015932 | 2004-12-17 | US07010412B1 | 2006-03-07 | Gyu-Seok Song |
| The present invention relates to a method for calculating parameters in a road design of a S type, a complex type and an egg type clothoid, and in particular to a method for calculating a parameter value capable of determining the size of a clothoid that is inserted when designing a S-shaped and interchange, a connection road, etc. in an egg shape. In the present invention, it is possible to easily calculate the clothoid parameter A in a S shape, complex type and egg type road design, and a road design can be fast finished. In addition, in the present invention, it is possible to achieve an easier design of a S shape and egg type clothoid by determining a design specification without using CAD. The design can be achieved based on a simulation using a center coordinate of two circles for achieving an optimum design. | ||||||
| 60 | Method for installing paving blocks | US10893812 | 2004-07-19 | US20060013653A1 | 2006-01-19 | Robert Whitson |
| A method of installing paving blocks comprises preparing an area to be paved to a desired grade. A preformed, load-bearing sheet of material, e.g., extruded polystyrene, is placed on the prepared area. Paving blocks are then laid in a desired pattern on the sheet of material. | ||||||
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