| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 181 | Verbundplattenelement für Spurbahnen und Verfahren zu dessen Verlegung | EP86114827.8 | 1986-10-24 | EP0224048A2 | 1987-06-03 | Schul, Otto, Dipl.-Ing. |
Ein Verbundplattenelement (11) für Spurbahnen weist gekrümmte Stoßflächen (12, l3) zur Bildung von im wesentlichen kreisbogenförmigen Stoßfugen auf. Die konvexe Stoßfuge trägt eine Nut (15) und die konkave eine Feder (14). Deren Querschnittsbegrenzungen sind derart bogenförmig, daß sich in der Stoßfuge zwischen benachbarten, gleichartigen, im Verbund auf einer elastischen Bettung verlegten Elementen (11) eine elastische Einspannung ergibt, die eine mit Zunahme der zu übertragenden Kräfte zunehmende Neigungsdifferenz zwischen den benachbarten Elementen zuläßt. Insbesondere können die Querschnittsbegrenzungen etwa kreisbogenförmig sein. Auf diese Weise lassen sich bei Verlegung auf einer elastischen Bettung die auf ein Element wirkenden Verkehrskräfte zum Teil auf benachbarte Elemente übertragen und auf die Bettung ableiten. Ein Verfahren zur Verlegung dieser Verbundplattenelemente besteht darin, daß vom bereits verlegten Spurweg aus ein weiteres Element abgelegt und dann gegen das stirnseitige Ende des Spurwegs gepreßt wird. |
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| 182 | Aufrollbarer Bodenbelag einer Verkehrsfläche | EP83110309.8 | 1983-10-15 | EP0108292A2 | 1984-05-16 | Kahmann, Rüdiger; Münkner, Walter |
Der Bodenbelag besteht aus gelenkig miteinander verbundenen Tragelementen (1), die als Hohlprofil mit einer im wesentlichen ebenen oberen Fläche (10) und einer von einer Ebene abweichenden unteren Fläche (11) ausgebildet sind, und die an ihrer einen Längskante einen zylindrischen Wulst (26) und an ihrer anderen Längskante eine hohlzylindrische Vertiefung (27) aufweisen, wobei die Vertiefung (27) und der in ihr befindliche Wulst (26) die gelenkige Verbindung der Tragelemente darstellen. Die nicht ebene untere Fläche (11) der Tragelemente (1) weist erhabene und versenkte Knickkanten (16 bzw. 17) auf, wobei die erhadeben Knickkanten zusätzlich mit einer Rippe (23) versehen sind. Zur Aufnahme von Befestigungselementen (35) nimmt die Breite der Tragelemente (1) von der Längskante mit der Vertiefung (27) zu der Längskante mit dem Wulst (26) hin ständig ab. Der Bodenbelag kann auf nicht festem Untergrund sowie auf Vertiefungen, wie Gräben od. dgl. verlegt werden. |
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| 183 | 노면트램용 레일의 설치방법 | KR1020210093448 | 2021-07-16 | KR102509161B1 | 2023-03-10 | |
| 184 | 제2 레일과 가이드 레일을 교차시키기 위해 설계된 레일 크로싱 | KR1020157030326 | 2014-06-10 | KR1020160025493A | 2016-03-08 | 안드레죵-루키 |
| 본발명은노면(4)에매립된가이드레일(21)과노면(4)에매립된제1 레일(5)을교차시키기위해설계된레일크로싱장치(1)에관한것이다. 상기레일크로싱장치는상기가이드레일(21)에제공된적어도하나의확장형부품(32) 및적어도하나의조종수단(33)을포함한다. 이러한조종수단(33)은상기확장형부품(32)을종방향으로연장및 수축하도록설계되고, 차량또는임의의다른가동장치가이러한레일을따라주행하도록상기가이드레일(21)의일단부(28)가제1 레일(5)로부터분리되는수축위치, 및상기가이드레일(21) 상에서차량을가이드하기위하여상기가이드레일(21)의상기단부(28)가제1 레일(5)을향해이동되는연장위치를규정한다. | ||||||
| 185 | 전기구동차 유도용 유도선 시공방법 | KR1020140035483 | 2014-03-26 | KR1020150111740A | 2015-10-06 | 박용철 |
| 본발명은골프장의카트카를포함하는전기구동차의운행노선을유도하기위한유도선시공방법에관한것으로서더욱상세하게는절개로형성후 상기절개로에유도선을매설하고그 상부측으로완충재를삽입한다음콜탈, 몰탈, 우레탄또는이지죠인트등의밀봉재를주입함에따라완충재가외부충격이나환경변화로부터유도선을완충보호하여유도선의단선또는전선훼손등을방지할수 있는전기구동차유도용유도선시공방법에관한것이다. 이를위해본 발명은본 발명은도로면으로유도선을매립할구간에절개로를형성하는단계와; 상기절개로내측으로유도선을매설하는단계와; 상기절개로내 유도선상부측으로위치되도록완충재를내입하는단계와; 상기절개로내 완충재상부측으로콜탈, 몰탈, 우레탄또는이지죠인트가주입되는단계;를포함하여이루어진다. 여기서상기절개로는폭 8mm 내지 10mm이면서깊이 30mm 내지 40mm로형성되며, 상기절개로에매설되는유도선및 완충재는수직단면이원형으며유도선은절개로의폭보다작게형성되고완충재는절개로의폭보다 2mm 이상큰 것이바람직하며, 상기절개로를형성하는단계전에유도선을매립할구간으로부터 1m 이내에통신선또는전력선이매설되었는지를검사하는단계와, 검사하여통신선또는전력선이매설된경우유도선매립구간을통신선또는전력선으로부터 1m 이상외측으로이동하거나 4mm 내지 10mm 두께의철판으로유도선매립구간과통신선또는전력선간이서로차단되도록매설하는단계가더 포함된다. | ||||||
| 186 | 바이모달 트램의 친환경 전용선로 자동 유지관리 시스템 | KR1020120090950 | 2012-08-20 | KR1020140024673A | 2014-03-03 | 윤희택; 장세기; 박영곤 |
| The present invention relates to an automatic maintenance system of environment-friendly tracks only for a bimodal tram, the automatic maintenance system comprising: a water tank for supplying water to natural materials that are planted around the tracks on which the bimodal tram; a water spray nozzle for spraying water in the water tank onto the natural materials; a pump for pressurizing and discharging the water in the water tank through the water spray nozzle; a rotary cutter which protrudes from the side of the bimodal tram and which cuts the natural materials higher than a fixed height; a control panel for controlling the operation of the pump and the rotary cutter; and a power supply unit. The automatic maintenance system of environment-friendly tracks only for a bimodal tram according to the present invention is provided to have natural materials such as grass applied to a road surface, thereby improving a noise reduction effect, a city heat island effect, and city appearance; to mow the lawn if necessary or spray water periodically, thereby preventing the grass form being dried up or the travelling of the bimodal tram from being hindered by overgrown grass; and, in particular, to have a maintenance vehicle connected thereto, thereby facilitating a maintenance work such as automatic moisture supply. [Reference numerals] (152) Battrery | ||||||
| 187 | 차량용 분기장치 | KR1020110142130 | 2011-12-26 | KR101299273B1 | 2013-08-23 | 이용주 |
| 본 발명은 차량에 결합되기 위한 본체, 분기점에서 차량의 운행경로가 전환되도록 안내하는 복수개의 분기륜을 포함하는 분기부, 및 차량의 운행경로가 전환되는 방향에 따라 상기 분기륜들 중에서 어느 하나가 상기 분기점에 설치된 분기레일들 중에서 어느 하나에 접촉되도록 상기 분기륜들을 개별적으로 이동시키는 이동부를 포함하는 차량용 분기장치에 관한 것으로,
본 발명에 따르면, 차상분기 방식과 지상분기 방식를 병행함으로써, 하나의 분기점에서 3개 이상의 운행경로가 분기 가능하도록 구현됨으로써, 3개 이상의 운행경로를 구성하기 위한 설치공간을 줄임으로써, 공간활용에 대한 효율성을 향상시킬 수 있다. |
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| 188 | 차량용 분기장치 | KR1020110142130 | 2011-12-26 | KR1020130074204A | 2013-07-04 | 이용주 |
| PURPOSE: A switching device for a vehicle is provided to improve space utilization by reducing an installation space for comprising three or more driving routes. CONSTITUTION: A switching device (1) for a vehicle comprises a main body (2), a branching part (3), and a moving part (4). The branching part guides to shift the driving route of a vehicle in a branching point and comprises three or more branching wheels (31). The branching part comprises an auxiliary branching wheel and a straight branching wheel to guide the vehicle to move straight. The moving part separately elevates the branching wheels to make the branching wheel come in touch with one of branching rails. | ||||||
| 189 | 노면트램용 복합레일 및 이를 이용한 트램궤도 | KR1020110079319 | 2011-08-09 | KR101132952B1 | 2012-04-09 | 박정근 |
| PURPOSE: A composite rail for a tram and a rail track using the same are provided to reduce manufacturing cost by saving steel that is expensive material and prevent noise and vibration due to driven a tram. CONSTITUTION: A composite rail for a tram(10) comprises driving rails, a reinforcing rail, and an elastic filler. Each driving rail has a wheel groove on which wheels of the tram are rolled while driving. The reinforcing rail is made of precast concrete beam comprising rail grooves where the driving rails are coupled. The reinforcing rail comprises connection grooves with a screw hole in the floor. The elastic filler is filled in the rail groove of the reinforcing rail with the driving rail and hardened in order to stick the driving rail and the reinforcing rail. | ||||||
| 190 | Method for constructing magnetic-bar in exclusive track of magnetic field-type for bimodal tram | KR20090102335 | 2009-10-27 | KR100972386B1 | 2010-07-27 | PARK YOUNG KON; YOON HEE TAEK; BYUN YEUN SUB; MOK JAI KYUN; BAE EUL HO; KIM RYANG GYUN; LEE YONG GI; BAIK JIN KI |
| PURPOSE: A construction method of a magnetic bar for a magnetic field induction form private railway of a bimodal tram is provided to mount a magnetic bar on an edge of a paved road. CONSTITUTION: A construction method of a magnetic bar comprises: a step of measuring the center of a magnetic bar(222); a step of deciding an installation location according to the vertical location and horizontal location of the magnetic bar; a step of using a hand drill; a step of drilling a magnetic bar installation hole on concrete pavement to a fixed depth; a step of installing the magnetic bar on a through hole; a step of fixing the gap of the magnetic bar and the through hole using epoxy grouting; and a step of finishing a concrete pavement surface after curing epoxy. | ||||||
| 191 | Method for installing magnetic-bar in general track of magnetic field-type for bimodal tram | KR20090102334 | 2009-10-27 | KR100972385B1 | 2010-07-27 | YOON HEE TAEK; PARK YOUNG KON; BYUN YEUN SUB; MOK JAI KYUN; BAE EUL HO; KIM RYANG GYUN; LEE YONG GI; KIM KYUNG MAN |
| PURPOSE: An installation method of a magnetic bar for magnetic field induction form general railway of a bimodal tram is provided to install a magnetic bar at a correct location in concrete and asphalt paving. CONSTITUTION: An installation method of a magnetic bar for magnetic field induction comprises: a step of measuring the center of a magnetic bar; a step of deciding the installation location according the vertical location and horizontal location of the magnetic bar; a step of using a hand drill; a step of drilling a magnetic bar(105) installation hole on concrete pavement to a fixed depth; a step of installing the magnetic bar on a through hole; a step of fixing the gap of the magnetic bar and the through hole using epoxy grouting; and a step of finishing a concrete pavement surface after curing epoxy(113). | ||||||
| 192 | 높이 조절이 가능한 철제 거푸집을 이용한 콘크리트 주행로 시공방법 | KR1020150091324 | 2015-06-26 | KR1020170001395A | 2017-01-04 | 공태익; 김윤구 |
| 본발명은높이조절이가능한철제거푸집을이용한콘크리트주행로시공방법에관한것이다. 본발명에따른높이조절이가능한철제거푸집을이용한콘크리트주행로시공방법은, 기초콘크리트면상의먹매김위치에철제거푸집들을위치시키고서로연결하여고정하는단계; 마킹위치에앙카볼트삽입용홀을천공하여앙카볼트를삽입하고, 앙카볼트에너트를체결하여철제거푸집을기초콘크리트에고정하는단계; 철제거푸집의높이를레벨측정용지그(jig) 및레이저빔을이용하여측정하고, 높이조절용볼트를조정하여거푸집의높이를조절하는단계; 철제거푸집의조립상태의좌우편차를레벨측정용지그를이용하여측정하고, 편차가있을경우편차가없도록조립상태를조정하는단계; 철제거푸집과기초콘크리트면에의해형성된공간에콘크리트를타설하는단계; 및콘크리트타설후, 면고르기장치용레일에면고르기장치를안착및 수평으로이동시키면서콘크리트표면에대해면고르기를수행하고양생하는단계;를포함한다. 이와같은본 발명에의하면, 콘크리트주행로의면을일정하게유지하여콘트리트주행로를정밀하게시공할수 있고, 콘크리트타설과함께면고르기작업을바로수행하여연마, 연삭작업을최소화하게된다. | ||||||
| 193 | 높이 조절이 가능한 철제 거푸집 | KR1020150091321 | 2015-06-26 | KR1020170001392A | 2017-01-04 | 공태익; 김윤구 |
| 본발명은높이조절이가능한철제거푸집에관한것이다. 본발명에따른높이조절이가능한철제거푸집은기초콘크리트와거푸집을연결하는고정거푸집; 및고정거푸집의일측에설치되며, 높이조절용수단을이용하여거푸집의높이를조절할수 있도록구성된높이조절용거푸집을포함하며, 높이조절용거푸집의소정부위에는주행로콘크리트타설시콘크리트표면고르기작업을위한면고르기장치용이동수단이설치되어있다. 이와같은본 발명에의하면, 거푸집이기초콘크리트에고정되는고정거푸집과고정거푸집과결합및 분리가가능한높이조절용거푸집으로구성되어있고, 또한높이조절용거푸집에는면고르기장치용레일이설치되어있어, 콘크리트주행로의타설시시공현장의상황에따라높이조절용거푸집에의해거푸집의높이를가변적으로조절해줌으로써콘크리트주행로의면을일정하게유지할수 있고, 이에따라콘트리트주행로를정밀하게시공할수 있다. 또한, 면고르기장치용레일을이용하여면고르기장치를현장에서운용할수 있어콘크리트타설과함께면고르기작업을바로수행할수 있으며, 이에따라연마, 연삭작업을최소화하는장점이있다. | ||||||
| 194 | 타이어를 갖춘 자기 안내식 도시 운송 차량용 궤도의 조립식 모듈 | KR1020107006016 | 2008-08-22 | KR101541559B1 | 2015-08-06 | 앙드레,장-루크; 크루츠,마틴 |
| 본발명은도시운송차량용운행궤도형성을위한조립식궤도모듈(1)을제공한다. 본발명에따른도시운송차량용운행궤도형성을위한조립식궤도모듈(1)은콘크리트로형성되며, 차량의바퀴를위한주행통로로사용되는상부면(5)을구비한두 개의사이드실(side sill)(4)과상기사이드실(4)들을평행하게유지하면서그것들을이어주는연결크로스바(8)들을포함하며, 상기사이드실(4) 및연결크로스바(8)의하부면(6, 39)은바닥지지면이되는, 하나의지지구조(2); 및상기지지구조물(2) 위에바람직하게는대칭적으로장착되어있고, I자형 단면을갖으며, 필러재료(13)로덮인하부를갖는가이드레일(3)을포함하는것을특징으로한다. 이모듈(1)은직선이든곡선이든다져진바닥으로되어있는긴 도랑내에또는기존포장도로위에설치되도록되어있고운행궤도를형성하도록순차적으로조립된다. | ||||||
| 195 | automatic maintenance and management system for bimodal tram | KR20150004386 | 2015-01-12 | KR20150021973A | 2015-03-03 | YOON HEE TAEK; CHANG SE KY; PARK YOUNG KON |
| 본 발명은 서프 바이크에 관한 것으로서, 더욱 상세하게는 서프 바이크에 관한 것이다.
상기한 목적을 달성하기 위한 본 발명은 |
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| 196 | 볼록형 버스전용차로 | KR1020090097331 | 2009-10-13 | KR101130852B1 | 2012-04-12 | 이용재 |
| 본 발명은 일반 차량의 진입이 확실하게 차단되고, 버스의 안전운행을 유도하며, 추가 도로시설을 확보할 수 있는 버스전용차로에 관한 것이다. 본 발명은 버스 주행시에 버스(B,B')의 바퀴(T,T')가 접하고 인접 도로(20) 보다 높게 형성되며 한 쌍이 평행하게 설치되는 주행트랙(11)과, 상기 주행트랙(11) 사이에 오목하게 형성되고 주행트랙(11)의 연장방향과 나란히 형성되는 녹지부(15), 그리고 상기 주행트랙(11)과 상기 인접 도로(20) 사이에 경사지게 형성되는 외측경사부(13)를 포함하여 구성된다. 버스 전용, 차로, 주행트랙, 자전거 전용도로 | ||||||
| 197 | 볼록형 버스전용차로 | KR1020090097331 | 2009-10-13 | KR1020110040166A | 2011-04-20 | 이용재 |
| PURPOSE: A convex exclusive bus lane is provided to secure the driving safety of bus by preventing the approach of normal vehicles by forming a driving track higher than an adjacent road. CONSTITUTION: A convex exclusive bus lane comprises a driving track(11), a vegetative area(15) and an outside declined part(13). A pair of driving tracks is installed to be higher than a neighboring road. The vegetative area is concavely formed between the driving tracks in parallel with the extension direction of the driving track. The outside declined part is formed between the driving track and neighboring road at a tilt. | ||||||
| 198 | 타이어를 갖춘 자기 안내식 도시 운송 차량용 궤도의 조립식 모듈 | KR1020107006016 | 2008-08-22 | KR1020100046056A | 2010-05-04 | 앙드레,장-루크; 크루츠,마틴 |
| The invention relates to a prefabricated module (1) to be used to form a track for an urban transport vehicle, comprising: an integral carrier structure (2) made of concrete and comprising two side sills (4) having an upper surface (5) used as a driving pathway for the vehicle wheels, and connecting crossbars (8) connecting said sills while holding them substantially parallel, the lower surfaces (6, 39) of the sills and of the crossbars being ground-bearing surfaces; and a guiding rail section (3) mounted on the carrier structure, preferably symmetrical, having an I section and having a lower portion coated with a filler material (13). The modules, whether rectilinear or curved, are to be placed on an existing road layout or in a trench with a compacted bottom, and are assembled one after the other in order to form a driving track. | ||||||
| 199 | 고무차륜 경량전철용 주행판 | KR1020070086083 | 2007-08-27 | KR1020090021513A | 2009-03-04 | 박춘복; 권호진; 박광련; 윤병현; 오의진; 조홍식; 이호용; 이안호 |
| A driving board for the rubber wheel LRT is provided that the structure is simplified and the same coefficient of skin friction is maintained even the running surface. A driving board for the rubber wheel LRT comprises an upper plate portion(10) having the thickness of the predetermined and width and the fixed space(12) it is formed with the square shape, a supporting plate part(20) perpendicularly formed from both end part and center of the upper plate portion with the integrally. | ||||||
| 200 | 산화물 위스커로 피복된 페라이트 스테인리스강의 제조 방법 | KR1019890015825 | 1989-10-30 | KR1019910008231A | 1991-05-30 | 김지태 |
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