WO2017018565A1 - Hybrid spreader having features of water sprinkler - Google Patents

Hybrid spreader having features of water sprinkler Download PDF

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Publication number
WO2017018565A1
WO2017018565A1 PCT/KR2015/008420 KR2015008420W WO2017018565A1 WO 2017018565 A1 WO2017018565 A1 WO 2017018565A1 KR 2015008420 W KR2015008420 W KR 2015008420W WO 2017018565 A1 WO2017018565 A1 WO 2017018565A1
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Prior art keywords
auger
water tank
engine room
spreader
hybrid
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PCT/KR2015/008420
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French (fr)
Korean (ko)
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정지윤
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정지윤
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/12Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for distributing granular or liquid materials
    • E01C19/20Apparatus for distributing, e.g. spreading, granular or pulverulent materials, e.g. sand, gravel, salt, dry binders
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/12Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for distributing granular or liquid materials
    • E01C19/21Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for distributing granular or liquid materials for simultaneously but separately applying liquid material and granular or pulverulent material, e.g. bitumen and grit, with or without spreading ; for filling grooves and gritting the filling

Definitions

  • the present invention relates to a road paving spreader, and more particularly, by installing a sprinkling system for spraying water on aggregate to maintain a constant water content, and having an auger system for transferring the aggregate in the front-back direction and the left-right direction, It is possible to use the mixed laying method to stabilize the auxiliary base, and to reduce the working time, improve the economics, and maximize the road paving spreader.
  • the asphalt pavement asphalt road consists of an auxiliary base layer, a base layer, a surface layer, and is constructed to have characteristics suitable for the purpose of use of the road.
  • Asphalt pavement is a flexible pavement that refers to the operation of laying a heated asphalt mixture evenly over a built auxiliary layer.
  • Conventional asphalt pavement is a method of laying the aggregate using the motor grader equipment, after compaction using the vibratory roller to spray the aggregate using a sprinkler.
  • it is difficult to insert the sprinkler before compaction of the aggregate because it is impossible to advance the tire.
  • the technical problem to be solved by the present invention by spraying water on the aggregate is equipped with a watering system for maintaining a constant water content and by providing an auger system for transporting the aggregate in the front and rear and left and right directions, It is possible to stabilize the auxiliary base layer, shorten the working time to improve the economics, and to provide a road paving spreader that maximizes the quality improvement.
  • Front and rear water tanks disposed in front and rear of the engine room, respectively;
  • a hopper system disposed in front of the front water tank
  • a primary auger system extending below the hopper system, the front water tank and the engine compartment;
  • Caterpillars disposed on both sides of the primary auger system
  • a secondary auger system disposed laterally below the rear of the engine room
  • a plurality of first injection nozzles are installed on the front upper portion of the front water tank, and the first injection nozzles are fluidly connected to communicate with the front water tank, and the action of the pump is installed in the engine room.
  • the water stored in the front water tank is characterized in that the spray on the aggregate transported by the primary auger system.
  • a plurality of second injection nozzles are installed on the front upper portion of the rear water tank, and the second injection nozzles are fluidly connected to communicate with the rear water tank, and by the action of the pump mounted inside the engine room,
  • the water stored in the rear water tank is characterized in that it is sprayed on the aggregate transported to the left and right by the secondary auger system.
  • the primary auger system is characterized in that it comprises a front and rear auger spaced apart from each other and arranged in pairs in the longitudinal direction of the hybrid spreader.
  • the secondary auger system is characterized in that it comprises a single left and right moving auger arranged in the transverse direction of the hybrid spreader.
  • the present invention is to maximize the economics and quality improvement by developing a hybrid sprayer with a new function integrating the existing aggregate laying method and equipment, and equipped with its own water tank and watering system 3
  • the water is properly sprayed on the aggregate, then the aggregate is evenly mixed and laid through screed to ensure the best quality control.
  • Aggregate passed through the auger is laid flat by screed, and high flatness without modification is maintained even when the vibration roller is inserted by the first compaction of the damper and vibrator installed in the screed.
  • it is excellent in quality and economy by reducing the flatness accuracy and laying time.
  • FIG. 1 is an external perspective view of a hybrid spreader having a sprinkler function according to an embodiment of the present invention
  • Figure 2 is a plan perspective view of a hybrid spreader according to an embodiment of the present invention, a view showing a rear portion omitted;
  • FIG. 3 is a partial cutaway side perspective view of a hybrid spreader in accordance with one preferred embodiment of the present invention.
  • FIG. 4 is a view showing the configuration and operation of the aggregate compaction mechanism employed in the hybrid spreader according to an embodiment of the present invention.
  • 1 to 3 illustrate the overall structure of the hybrid spreader 10 according to the preferred embodiment of the present invention.
  • the hybrid spreader 10 is an equipment in which a finisher for paving asphalt roads is retrofitted, and an engine room 20 in which an engine 22 and a pump 24 are built, the engine room Water tanks 32 and 34 disposed in front and rear of the 20, the hopper system 40 disposed in front of the front water tank 32, the hopper system 40 and the front water tank 32 and the engine room ( 20, the primary auger system 50 extended below, the caterpillar 60 disposed on both sides of the primary auger system 50, and the secondary auger disposed laterally in the rear lower portion of the engine room 20.
  • System 70, screed 80 and aggregate compaction mechanism 90 disposed below rear water tank 34.
  • the spraying method was carried out using a separate sprinkler, but according to the present invention, the front water tank 32 on the front upper side of the engine room 20. ), And designed to spray water through a plurality of first injection nozzles 31 installed in the upper front of the front water tank (32).
  • the first injection nozzle 31 is fluidly connected to communicate with the front water tank 32, and the water stored in the front water tank 32 by the action of the pump 24 mounted inside the engine room 20 It is sprayed onto the aggregate transported by the primary auger system 50.
  • Sensors 18 are disposed on the left and right sides of the engine room 20 near the installation position of the front water tank 32, respectively.
  • the sensor 18 is a sensor for measuring the flatness of the road, a sonic sensor or a tilt sensor may be employed, or may be used in combination with an mmGPS sensor (not shown) that can be separately mounted to the hybrid spreader 10.
  • the sensor 18 provides accurate detection by providing a detection signal that detects a state of a road surface during concrete or asphalt planarization using the screed 80 to be described below.
  • the hopper system 40 disposed in front of the front water tank 32 includes a pair of hoppers 42. Hopper system 40 is normally maintained in a closed state, but when driving the hybrid spreader 10 for road paving work by a separate hydraulic device (not shown) a pair of hoppers 42 to the left and right outwards The aggregate is received in such a way that it is built and opened.
  • the primary auger system 50 extends in the longitudinal direction. As shown in FIG. 2, the primary auger system 50 is disposed in the longitudinal direction of the hybrid spreader 10 in pairs with a plurality of front and rear augers 52 spaced apart from each other. The front end of the front and rear auger 52 is fixed to the first mounting frame 11 disposed in front of the hybrid spreader 10 and the rear end of the front and rear auger 52 is lowered from the bottom of the engine room 20. It is fixed to the extended second mounting frame 12. At this time, both ends of the rotating shaft 51 of the front and rear auger 52 is mounted to the mounting frames (11, 12) smoothly rotatable via a bearing (not shown). The primary auger system 50 is driven to rotate so as to transfer the charged aggregates to the rear side of the hybrid spreader 10 after the hoppers 42 are opened left and right.
  • the track of the hybrid spreader 10 that is, the caterpillar 60
  • the caterpillar 60 is typically mounted and mounted on road paving equipment, making it easy to move the hybrid spreader 10 when working on bumpy unpaved roads.
  • the aggregate which is charged by the hopper system 40 and then conveyed to the rear of the hybrid spreader 10 along the road surface to be paved through the primary auger system 50 is disposed in the transverse direction of the hybrid spreader 10. It is transferred from the lower part of the hybrid spreader 10 to the left and right by the secondary auger system 70 and spread.
  • the secondary auger system 70 includes a single left and right auger 72. Both ends of the horizontally shifting auger 72 are rotatably mounted by mounting flanges (not shown) and bearings (not shown) extending downward from the engine compartment 20.
  • the left and right moving auger 72 is almost similar to the structure and shape of the primary auger system 50 only in the arrangement direction compared to the front and rear moving auger 52.
  • the rear water tank 34 disposed at the rear of the hybrid spreader 10 has a plurality of second injection nozzles 35 installed at the front upper portion of the rear water tank 34 similar to the structure of the front water tank 32 described above. It was designed to spray water through.
  • the second injection nozzle 35 is fluidly connected to communicate with the rear water tank 34, and the water stored in the rear water tank 34 is controlled by the action of the pump 24 mounted inside the engine room 20.
  • the secondary auger system 70 is sprayed onto the aggregate transported to the left and right unfolded.
  • the screed 80 disposed below the rear water tank 34 is for use in leveling work of inclined concrete or asphalt, and is disposed in the transverse direction of the hybrid spreader 10.
  • the screed 80 can be laid up to 12 m wide at the time of connection. Therefore, aggregate laying is possible even at the edge of the road surface.
  • the screed 80 is connected to a control device (not shown) of the engine room 20 based on the flatness information of the road surface detected by the sensors 18 installed on the outside left and right sides of the engine room 20. It is possible to maximize the flatness of the concrete or asphalt pavement while operating in accordance with the control signals provided by it.
  • the aggregate compaction mechanism 90 installed below the screed 80 includes a damper 92 and a vibrator 94, and concrete or asphalt is formed by the screed 80. After being laid flat, the aggregate is compacted by the compaction of the damper 92 and the vibrator 94.
  • the hybrid spreader 10 is located at the site position of the road surface to be paved, and then the aggregate transported by the dump truck or the like is received by the hopper system 40 of the hybrid spreader 10. That is, when the hopper 42 of the hopper system 40 is wide open to the left and right, the aggregate transported by the dump truck or the like moves forward and backward of the primary auger system 50 exposed by the open hopper 42. Pour over).
  • the aggregate injected in this way is transferred to the rear side of the hybrid spreader 10 by the front and rear auger 52. At this time, the water of the front water tank 32 disposed in front of the engine room 20 is sprayed onto the aggregate through the first injection nozzle (31).
  • Aggregate conveyed to the rear of the hybrid spreader 10 by the front and rear moving auger 52 of the primary auger system 50 is moved left and right of the secondary auger system 70 disposed below the rear of the engine room 20. By 72, it is conveyed in the left and right directions of the hybrid spreader 10 and spread. At this time, the water of the rear water tank 34 disposed behind the hybrid spreader 10 is sprayed onto the aggregate through the second injection nozzle 35.
  • the flattening operation of the aggregate is performed by the screed 80 disposed below the rear water tank 34, wherein the road surface flatness detected from the sensor 18 installed on the outside left and right of the engine room 20 is performed.
  • the screed 80 operates according to a control signal provided by a control device (not shown) of the engine room 20 on the basis of the information, thereby maximizing the flatness of the concrete or asphalt pavement surface.
  • the aggregate is compactly compacted by the compaction of the damper 92 and the vibrator 94 mounted to the lower portion of the screed 80. After that, the second compaction is performed using a separate vibratory roller equipment.
  • the hybrid spreader 10 includes two water tanks and a watering system, so that the aggregate is uniformly mixed with water to keep the water content constant. That is, the auxiliary base layer is stabilized due to the moisture mixing laying method.
  • the work time is shortened by one laying and the first compacting of the screed femter.
  • Daily laying amount is more than 900 ⁇ 1,000m3.
  • due to the action of screed it is easy to lay up to the edge of the road surface and there is no loss.
  • high flatness is maintained and accurate levels are ensured by working with the sensor. Edge alignment is maintained.
  • Hybrid spreader 10 can be applied to the installation of lean concrete for road paving.

Abstract

Disclosed is a spreader (10) for road pavement, which is equipped with a self-water spraying system and an auger system so as to enable a water mixing spreading method, thereby being capable of stabilizing a sublayer, reducing working time to improve the economic efficiency and maximizing the quality improvement. Front and rear water tanks (32, 34) are arranged respectively in front of and behind an engine room (20) of the spreader (10); a hopper system (40) is arranged in front of the front water tank (32); a first auger system (50) is extended and disposed below the hopper system (40), the front water tank (32), and the engine room (20); caterpillars are arranged on both sides of the first auger system (50); a second auger system (70) is laterally arranged below the rear side of the engine room (20); and a screed (80) is arranged below the rear water tank (34). The spreader (10) is also applicable to the spreading of lean concrete for road pavement.

Description

살수차 기능을 겸비한 하이브리드 스프레더Hybrid Spreader with Sprinkler Function
본 발명은 도로포장용 스프레더에 관한 것이며, 더욱 상세하게는 골재에 물을 살포하여 함수비를 일정하게 유지시키기 위한 살수 시스템을 장착하고 골재를 전후방향 및 좌우방향으로 이송하기 위한 오거시스템을 구비함으로써, 수분혼합 포설방식이 가능하여 보조기층을 안정화시킬 수 있고, 작업시간이 단축되어 경제성 이 향상되고, 품질향상을 극대화한 도로포장용 스프레더에 관한 것이다.The present invention relates to a road paving spreader, and more particularly, by installing a sprinkling system for spraying water on aggregate to maintain a constant water content, and having an auger system for transferring the aggregate in the front-back direction and the left-right direction, It is possible to use the mixed laying method to stabilize the auxiliary base, and to reduce the working time, improve the economics, and maximize the road paving spreader.
일반적으로, 도로 포장용 아스콘은 보조기층, 기층, 표층으로 이루어져 있으며, 도로의 사용 목적에 적합한 특성을 지니도록 시공된다. 아스팔트 포장은 가요성 포장으로써 가열된 아스팔트 혼합물을 축조된 보조기층 위에 평탄하게 포설하는 작업을 말한다. In general, the asphalt pavement asphalt road consists of an auxiliary base layer, a base layer, a surface layer, and is constructed to have characteristics suitable for the purpose of use of the road. Asphalt pavement is a flexible pavement that refers to the operation of laying a heated asphalt mixture evenly over a built auxiliary layer.
기존의 아스팔트 포장은 모터 그레이더 장비를 이용하여 골재를 포설하고 진동롤러를 이용하여 골재다짐을 수행한 후 살수차를 이용하여 골재에 살수하는 방식이다. 종래기술에 따른 장비를 이용한 도로포장시에는 골재의 다짐전에 살수차 투입은 타이어의 전진이 불가능하여 어렵다. Conventional asphalt pavement is a method of laying the aggregate using the motor grader equipment, after compaction using the vibratory roller to spray the aggregate using a sprinkler. When paving the road using the equipment according to the prior art, it is difficult to insert the sprinkler before compaction of the aggregate because it is impossible to advance the tire.
이와 같은 공정상의 제한요인으로 인하여, 롤러의 다짐으로 인해 다져진 골재에 수분침투가 지연되어 물이 흘러다니면서 석분, 모래, 토분 등의 세립자층을 형성하게 되는데, 이것은 아스콘 기층에 세립자가 침투하여 기층기능을 저하시키는 요인이 될 수 있다.Due to this process limitation, water penetration is delayed in the compacted aggregate due to the compaction of the roller, and water flows to form fine grain layers such as stone powder, sand, and earth powder. It can be a factor to lower the.
또한, 살수차에 의한 살수로 인하여 세립자막이 형성된 상태로 아스콘층에 침투하여 아스팔트의 노후화가 빨라진다. 게다가, 수차포설에 의해 작업시간이 지연되며, 1일 포설량이 500~600㎥에 그친다. 또한, 가장자리의 골재 처리가 불가하고 골재의 손실이 발생하며, 높은 평탄성 요구시에 작업자의 숙련도에 따라 차이가 많고 가장자리의 선형 유지가 불가능한 문제점이 있었다.In addition, due to the sprinkling water sprinkling water penetrates into the asphalt concrete layer in the form of a fine caption is formed, the aging of the asphalt is accelerated. In addition, the work time is delayed due to aberrations, and the daily amount is only 500 ~ 600m3. In addition, the aggregate treatment of the edge is impossible and the loss of the aggregate occurs, there is a problem that there is a lot of difference depending on the skill of the operator when the high flatness is required, and the linear maintenance of the edge is impossible.
본 발명이 해결하고자 하는 기술적 과제는, 골재에 물을 살포하여 함수비를 일정하게 유지시키기 위한 살수 시스템을 장착하고 골재를 전후방향 및 좌우방향으로 이송하기 위한 오거시스템을 구비함으로써, 수분혼합 포설방식이 가능하여 보조기층을 안정화시킬 수 있고, 작업시간이 단축되어 경제성이 향상되고, 품질향상을 극대화한 도로포장용 스프레더를 제공하기 위한 것이다.The technical problem to be solved by the present invention, by spraying water on the aggregate is equipped with a watering system for maintaining a constant water content and by providing an auger system for transporting the aggregate in the front and rear and left and right directions, It is possible to stabilize the auxiliary base layer, shorten the working time to improve the economics, and to provide a road paving spreader that maximizes the quality improvement.
전술한 바와 같은 기술적 과제를 해결하기 위해서, 본 발명은, In order to solve the above technical problem, the present invention,
도로포장용 하이브리드 스프레더로서,As a road spreading hybrid spreader,
엔진 및 펌프가 내장된 엔진룸;Engine room with built-in engine and pump;
상기 엔진룸의 전후방에 각각 배치된 전방 및 후방 물탱크;Front and rear water tanks disposed in front and rear of the engine room, respectively;
상기 전방 물탱크의 전방에 배치된 호퍼시스템;A hopper system disposed in front of the front water tank;
상기 호퍼시스템과 상기 전방 물탱크 그리고 상기 엔진룸의 아래에 연장배치된 1차 오거시스템;A primary auger system extending below the hopper system, the front water tank and the engine compartment;
상기 1차 오거시스템의 양측에 배치된 캐터필러;Caterpillars disposed on both sides of the primary auger system;
상기 엔진룸의 후방 아래쪽에 횡방향으로 배치된 2차 오거시스템; 및A secondary auger system disposed laterally below the rear of the engine room; And
상기 후방 물탱크의 아래쪽에 배치되고, 골재다짐 기계장치를 구비한 스크리드;를 포함하는 것을 특징으로 하는 하이브리드 스프레더를 제공한다.And a screed disposed below the rear water tank and having an aggregate compaction mechanism.
상기 전방 물탱크의 앞쪽 상부에는 다수의 제 1 분사노즐이 설치되고, 상기 제 1 분사노즐은 상기 전방 물탱크와 연통하도록 유체 연결되고, 상기 엔진룸 내부에 장착 배치된 상기 펌프의 작용에 의해서 상기 전방 물탱크에 저장된 물을 상기 1차 오거시스템에 의해서 운반되는 골재 위로 살포하는 것을 특징으로 한다. A plurality of first injection nozzles are installed on the front upper portion of the front water tank, and the first injection nozzles are fluidly connected to communicate with the front water tank, and the action of the pump is installed in the engine room. The water stored in the front water tank is characterized in that the spray on the aggregate transported by the primary auger system.
상기 후방 물탱크의 앞쪽 상부에는 다수의 제 2 분사노즐이 설치되고, 상기 제 2 분사노즐은 상기 후방 물탱크와 연통하도록 유체 연결되고, 상기 엔진룸 내부에 장착 배치된 상기 펌프의 작용에 의해서 상기 후방 물탱크에 저장된 물을 상기 2차 오거시스템에 의해서 좌우로 펼쳐지게 운반되는 골재 위로 살포하는 것을 특징으로 한다.A plurality of second injection nozzles are installed on the front upper portion of the rear water tank, and the second injection nozzles are fluidly connected to communicate with the rear water tank, and by the action of the pump mounted inside the engine room, The water stored in the rear water tank is characterized in that it is sprayed on the aggregate transported to the left and right by the secondary auger system.
상기 1차 오거시스템은 서로 이격되고 상기 하이브리드 스프레더의 종방향으로 쌍을 이루어 배치된 전후이동 오거를 포함하는 것을 특징으로 한다.The primary auger system is characterized in that it comprises a front and rear auger spaced apart from each other and arranged in pairs in the longitudinal direction of the hybrid spreader.
상기 2차 오거시스템은 상기 하이브리드 스프레더의 횡방향으로 배치된 단일의 좌우이동 오거를 포함하는 것을 특징으로 한다.The secondary auger system is characterized in that it comprises a single left and right moving auger arranged in the transverse direction of the hybrid spreader.
이상에서 언급한 바와 같이, 본 발명은 기존의 골재포설 공법과 장비를 통합한 새로운 기능을 가진 하이브리드 스프레이더를 개발하여 경제성과 품질향상을 극대화하기 위한 것으로서, 자체 물탱크와 살수 시스템을 장착하고 3개의 오거를 내장함으로써, 골재에 적정하게 살수한 다음, 골재를 균등하게 혼합하여 스크리드(screed)를 통해 포설하므로 최상의 품질관리가 확보된다. 오거를 통과한 골재는 스크리드에 의해 평판하게 포설하며, 스크리드에 설치된 댐퍼와 바이브레이터의 1차 다짐에 의해 진동롤러 투입시에도 수정없는 높은 평탄성이 유지된다. 또한, 하이브리드 스프레더에 설치된 센서에 의해 레벨과 슬로프를 요구수준으로 수정없이 1회 포설함으로써, 평탄성의 정확도와 포설시간 단축으로 품질과 경제성이 우수하다. 8㎥의 호퍼로부터 3개의 오거를 통해 직접 전달되는 시스템으로 1일 작업 요구량은 기존 장비의 1.5배 이상 포설하고, 스크리드 연결시 12m폭까지 포설이 가능하므로 경제성이 월등하다. 또한, 골재 포설시 가장자리 선형이 정확하고 손실이 없으며 가장자리까지 롤러의 다짐이 용이하여 품질과 경제성이 높다.As mentioned above, the present invention is to maximize the economics and quality improvement by developing a hybrid sprayer with a new function integrating the existing aggregate laying method and equipment, and equipped with its own water tank and watering system 3 By embedding two augers, the water is properly sprayed on the aggregate, then the aggregate is evenly mixed and laid through screed to ensure the best quality control. Aggregate passed through the auger is laid flat by screed, and high flatness without modification is maintained even when the vibration roller is inserted by the first compaction of the damper and vibrator installed in the screed. In addition, by installing the level and slope to the required level without modification by the sensor installed in the hybrid spreader, it is excellent in quality and economy by reducing the flatness accuracy and laying time. It is a system that is directly delivered through 3 augers from an 8㎥ hopper, and the daily work requirement can be installed more than 1.5 times of existing equipment, and it can be installed up to 12m wide when connecting the screed. In addition, when laying aggregate, the edge linearity is accurate, there is no loss, and compaction of the roller to the edge is easy, so the quality and economy are high.
도 1은 본 발명의 바람직한 일 실시 예에 따른 살수차 기능을 겸비한 하이브리드 스프레더의 외부 사시도;1 is an external perspective view of a hybrid spreader having a sprinkler function according to an embodiment of the present invention;
도 2는 본 발명의 바람직한 일 실시 예에 따른 하이브리드 스프레더의 평면사시도로서, 후방 일부를 생략하여 나타낸 도면;Figure 2 is a plan perspective view of a hybrid spreader according to an embodiment of the present invention, a view showing a rear portion omitted;
도 3은 본 발명의 바람직한 일 실시 예에 따른 하이브리드 스프레더의 일부 절개 측면 사시도; 및3 is a partial cutaway side perspective view of a hybrid spreader in accordance with one preferred embodiment of the present invention; And
도 4는 본 발명의 바람직한 일 실시 예에 따른 하이브리드 스프레더에 채용된 골재다짐 기계장치의 구성 및 작용을 나타낸 도면.4 is a view showing the configuration and operation of the aggregate compaction mechanism employed in the hybrid spreader according to an embodiment of the present invention.
이하, 첨부도면들을 참조하여 본 발명의 바람직한 일 실시 예에 따른 살수차 기능을 겸비한 하이브리드 스프레더에 대해 상세히 설명한다.Hereinafter, a hybrid spreader having a sprinkler function according to an exemplary embodiment of the present invention will be described in detail with reference to the accompanying drawings.
도 1 내지 도 3에는 본 발명의 바람직한 일 실시 예에 따른 하이브리드 스프레더(10)의 전체적인 구조가 도시되어 있다. 1 to 3 illustrate the overall structure of the hybrid spreader 10 according to the preferred embodiment of the present invention.
도 1 내지 도 3을 참조하면, 하이브리드 스프레더(10)는 아스팔트 도로포장용 피니셔(finisher)를 개장한 장비로서, 주로 엔진(22) 및 펌프(24)가 내장된 엔진룸(20), 상기 엔진룸(20)의 전후방에 각각 배치된 물탱크(32,34), 전방 물탱크(32)의 전방에 배치된 호퍼시스템(40), 호퍼시스템(40)과 전방 물탱크(32) 그리고 엔진룸(20)의 아래에 연장배치된 1차 오거시스템(50), 1차 오거시스템(50)의 양측에 배치된 캐터필러(60), 엔진룸(20)의 후방 아래쪽에 횡방향으로 배치된 2차 오거시스템(70), 후방 물탱크(34)의 아래쪽에 배치되는 스크리드(80)와 골재다짐 기계장치(90)를 포함한다.1 to 3, the hybrid spreader 10 is an equipment in which a finisher for paving asphalt roads is retrofitted, and an engine room 20 in which an engine 22 and a pump 24 are built, the engine room Water tanks 32 and 34 disposed in front and rear of the 20, the hopper system 40 disposed in front of the front water tank 32, the hopper system 40 and the front water tank 32 and the engine room ( 20, the primary auger system 50 extended below, the caterpillar 60 disposed on both sides of the primary auger system 50, and the secondary auger disposed laterally in the rear lower portion of the engine room 20. System 70, screed 80 and aggregate compaction mechanism 90 disposed below rear water tank 34.
종래의 도로포장 공사에서는 골재를 포설한 다음에 진동롤러를 이용한 골재다짐작업 후에 별도의 살수차를 이용하여 살수하는 방식이었으나, 본 발명에 따르면, 엔진룸(20)의 전방 윗쪽에 전방 물탱크(32)를 배치하고, 전방 물탱크(32)의 앞쪽 상부에 설치한 다수의 제 1 분사노즐(31)을 통해서 물을 분사하도록 설계하였다. 제 1 분사노즐(31)은 전방 물탱크(32)와 연통하도록 유체 연결되어 있고, 엔진룸(20) 내부에 장착 배치된 펌프(24)의 작용에 의해서 전방 물탱크(32)에 저장된 물을 1차 오거시스템(50)에 의해서 운반되는 골재 위로 살포하게 된다.In the conventional road paving construction, after the aggregate was laid, after the aggregate compaction operation using the vibrating roller, the spraying method was carried out using a separate sprinkler, but according to the present invention, the front water tank 32 on the front upper side of the engine room 20. ), And designed to spray water through a plurality of first injection nozzles 31 installed in the upper front of the front water tank (32). The first injection nozzle 31 is fluidly connected to communicate with the front water tank 32, and the water stored in the front water tank 32 by the action of the pump 24 mounted inside the engine room 20 It is sprayed onto the aggregate transported by the primary auger system 50.
전방 물탱크(32)의 설치위치 근처에서 엔진룸(20)의 좌우측에는 센서(18)가 각각 배치된다. 센서(18)는 도로의 평탄도를 측정하기 위한 센서로서, 소닉센서나 경사센서가 채용될 수 있고, 하이브리드 스프레더(10)에 별도로 장착 가능한 mmGPS 센서(도시되지 않음)와 조합하여 사용될 수도 있다. 센서(18)는 하기에서 설명할 스크리드(80)를 이용한 콘크리트나 아스팔트 평탄화 작업시에 노면의 상태를 감지한 감지신호를 제공함으로써, 정확한 레벨링이 가능하게 하는 것이다. Sensors 18 are disposed on the left and right sides of the engine room 20 near the installation position of the front water tank 32, respectively. The sensor 18 is a sensor for measuring the flatness of the road, a sonic sensor or a tilt sensor may be employed, or may be used in combination with an mmGPS sensor (not shown) that can be separately mounted to the hybrid spreader 10. The sensor 18 provides accurate detection by providing a detection signal that detects a state of a road surface during concrete or asphalt planarization using the screed 80 to be described below.
전방 물탱크(32)의 전방에 배치된 호퍼시스템(40)은 한쌍의 호퍼(42)를 포함한다. 호퍼시스템(40)은 평상시에는 폐쇄된 상태로 유지되다가 도로포장 공사를 위해서 하이브리드 스프레더(10)를 구동시킬 때 별도의 유압장치(도시되지 않음)에 의해 한쌍의 호퍼(42)가 좌우 바깥쪽으로 펼쳐지면서 개방되는 방식으로 골재를 수용하게 된다. The hopper system 40 disposed in front of the front water tank 32 includes a pair of hoppers 42. Hopper system 40 is normally maintained in a closed state, but when driving the hybrid spreader 10 for road paving work by a separate hydraulic device (not shown) a pair of hoppers 42 to the left and right outwards The aggregate is received in such a way that it is built and opened.
호퍼시스템(40)과 전방 물탱크(32) 그리고 엔진룸(20)의 아래에는 1차 오거시스템(50)이 종방향으로 연장하여 배치된다. 1차 오거시스템(50)은 도 2에 나타낸 바와 같이 서로 이격된 복수개의 전후이동 오거(52)가 쌍을 이루어 하이브리드 스프레더(10)의 종방향으로 배치된다. 전후이동 오거(52)의 전방단부는 하이브리드 스프레더(10)의 전방 에 배치된 제 1 장착프레임(11)에 고정되고 전후이동 오거(52)의 후방단부는 엔진룸(20)의 하부로부터 아래로 연장된 제 2 장착 프레임(12)에 고정된다. 이때, 전후이동 오거(52)의 회전축(51)의 양단부는 베어링(도시되지 않음)을 거쳐서 장착프레임들(11,12)에 각각 원활하게 회전가능하도록 장착된다. 1차 오거시스템(50)은 상기 호퍼들(42)이 좌우로 개방된 후 장입되는 골재들을 하이브리드 스프레더(10)의 후방쪽으로 이송하도록 회전 구동하게 된다.Under the hopper system 40, the front water tank 32 and the engine room 20, the primary auger system 50 extends in the longitudinal direction. As shown in FIG. 2, the primary auger system 50 is disposed in the longitudinal direction of the hybrid spreader 10 in pairs with a plurality of front and rear augers 52 spaced apart from each other. The front end of the front and rear auger 52 is fixed to the first mounting frame 11 disposed in front of the hybrid spreader 10 and the rear end of the front and rear auger 52 is lowered from the bottom of the engine room 20. It is fixed to the extended second mounting frame 12. At this time, both ends of the rotating shaft 51 of the front and rear auger 52 is mounted to the mounting frames (11, 12) smoothly rotatable via a bearing (not shown). The primary auger system 50 is driven to rotate so as to transfer the charged aggregates to the rear side of the hybrid spreader 10 after the hoppers 42 are opened left and right.
1차 오거시스템(50)의 좌우측에는 하이브리드 스프레더(10)의 궤도, 즉 캐터필러(60)가 배치된다. 캐터필러(60)는 도로포장용 장비에 통상적으로 장착 배치되는 것으로서, 울퉁불퉁한 비포장도로에서 작업시 하이브리드 스프레더(10)를 용이하게 이동시킬 수 있게 한다.On the left and right sides of the primary auger system 50, the track of the hybrid spreader 10, that is, the caterpillar 60, is disposed. The caterpillar 60 is typically mounted and mounted on road paving equipment, making it easy to move the hybrid spreader 10 when working on bumpy unpaved roads.
한편, 호퍼시스템(40)에 의해서 장입된 후 1차 오거시스템(50)을 통해서 포장될 노면을 따라서 하이브리드 스프레더(10)의 후방쪽으로 이송되는 골재는 하이브리드 스프레더(10)의 횡방향으로 배치된 2차 오거시스템(70)에 의해서 하이브리드 스프레더(10)의 하부에서 좌우측으로 이송되어 퍼지게 된다. 바람직하게는, 2차 오거시스템(70)은 단일의 좌우이동 오거(72)를 포함한다. 좌우이동 오거(72)의 양단부는 엔진룸(20)으로부터 하부로 연장된 장착 플랜지(도시되지 않음) 및 베어링(도시되지 않음)에 의해서 회전가능하게 고정 장착된다. 좌우이동 오거(72)는 1차 오거시스템(50)의 전후이동 오거(52)에 비해서 배치 방향만 다를 뿐, 그 구조 및 형상과 거의 유사하다. On the other hand, the aggregate which is charged by the hopper system 40 and then conveyed to the rear of the hybrid spreader 10 along the road surface to be paved through the primary auger system 50 is disposed in the transverse direction of the hybrid spreader 10. It is transferred from the lower part of the hybrid spreader 10 to the left and right by the secondary auger system 70 and spread. Preferably, the secondary auger system 70 includes a single left and right auger 72. Both ends of the horizontally shifting auger 72 are rotatably mounted by mounting flanges (not shown) and bearings (not shown) extending downward from the engine compartment 20. The left and right moving auger 72 is almost similar to the structure and shape of the primary auger system 50 only in the arrangement direction compared to the front and rear moving auger 52.
하이브리드 스프레더(10)의 후방에 배치된 후방 물탱크(34)는 위에서 설명한 전방 물탱크(32)의 구조와 마찬가지로 후방 물탱크(34)의 앞쪽 상부에 설치한 다수의 제 2 분사노즐(35)을 통해서 물을 분사하도록 설계하였다. 제 2 분사노즐(35)은 후방 물탱크(34)와 연통하도록 유체 연결되어 있고, 엔진룸(20) 내부에 장착 배치된 펌프(24)의 작용에 의해서 후방 물탱크(34)에 저장된 물을 2차 오거시스템(70)에 의해서 좌우로 펼쳐지게 운반되는 골재 위로 살포하게 된다. The rear water tank 34 disposed at the rear of the hybrid spreader 10 has a plurality of second injection nozzles 35 installed at the front upper portion of the rear water tank 34 similar to the structure of the front water tank 32 described above. It was designed to spray water through. The second injection nozzle 35 is fluidly connected to communicate with the rear water tank 34, and the water stored in the rear water tank 34 is controlled by the action of the pump 24 mounted inside the engine room 20. The secondary auger system 70 is sprayed onto the aggregate transported to the left and right unfolded.
후방 물탱크(34)의 아래에 배치되는 스크리드(80)는 경사 콘크리트나 아스팔트의 레벨링 작업에 사용하기 위한 것으로서, 하이브리드 스프레더(10)의 횡방향으로 배치된다. 스크리드(80)는 연결시에 최대 12m 폭까지 포설이 가능하다. 따라서, 노면의 가장자리까지도 골재포설이 가능하다. 앞서 설명한 바와 같이, 스크리드(80)는 엔진룸(20)의 외부 좌우측에 설치된 센서(18)로부터 감지된 노면의 평탄도 정보를 기초로 엔진룸(20)의 제어장치(도시되지 않음)에 의해서 제공되는 제어신호에 따라 작동하면서 콘크리트나 아스팔트 포장면의 평탄성을 극대화할 수 있다. The screed 80 disposed below the rear water tank 34 is for use in leveling work of inclined concrete or asphalt, and is disposed in the transverse direction of the hybrid spreader 10. The screed 80 can be laid up to 12 m wide at the time of connection. Therefore, aggregate laying is possible even at the edge of the road surface. As described above, the screed 80 is connected to a control device (not shown) of the engine room 20 based on the flatness information of the road surface detected by the sensors 18 installed on the outside left and right sides of the engine room 20. It is possible to maximize the flatness of the concrete or asphalt pavement while operating in accordance with the control signals provided by it.
도 4에 도시된 바와 같이, 스크리드(80)의 하부에 설치되는 골재다짐 기계장치(90)는 댐퍼(92)와 바이브레이터(94)로 구성되며, 콘크리트나 아스팔트가 스크리드(80)에 의해서 평탄하게 포설된 후에 댐퍼(92)와 바이브레이터(94)의 다짐에 의해서 골재가 치밀하게 다져지게 된다. As shown in FIG. 4, the aggregate compaction mechanism 90 installed below the screed 80 includes a damper 92 and a vibrator 94, and concrete or asphalt is formed by the screed 80. After being laid flat, the aggregate is compacted by the compaction of the damper 92 and the vibrator 94.
하기에서는 전술한 바와 같은 본 발명의 바람직한 실시 예에 따른 하이브리드 스프레더(10)의 작용에 대해서 간략하게 설명한다.Hereinafter, the operation of the hybrid spreader 10 according to the preferred embodiment of the present invention as described above will be briefly described.
먼저, 포장할 노면의 현장 위치에 하이브리드 스프레더(10)가 위치한 다음, 덤프트럭 등에 의해서 운반된 골재는 하이브리드 스프레더(10)의 호퍼시스템(40)에 의해서 수용된다. 즉, 호퍼시스템(40)의 호퍼(42)가 좌우측으로 활짝 개방되면, 덤프트럭 등에 의해서 운반된 골재는 개방된 호퍼(42)에 의해서 노출되는 1차 오거시스템(50)의 전후이동 오거(52) 위로 쏟아지게 된다. First, the hybrid spreader 10 is located at the site position of the road surface to be paved, and then the aggregate transported by the dump truck or the like is received by the hopper system 40 of the hybrid spreader 10. That is, when the hopper 42 of the hopper system 40 is wide open to the left and right, the aggregate transported by the dump truck or the like moves forward and backward of the primary auger system 50 exposed by the open hopper 42. Pour over).
이렇게 투입된 골재는 전후이동 오거(52)에 의해서 하이브리드 스프레더(10)의 후방쪽으로 이송된다. 이때, 엔진룸(20)의 전방에 배치된 전방 물탱크(32)의 물이 제 1 분사노즐(31)을 통해서 골재 위로 뿌려지게 된다. The aggregate injected in this way is transferred to the rear side of the hybrid spreader 10 by the front and rear auger 52. At this time, the water of the front water tank 32 disposed in front of the engine room 20 is sprayed onto the aggregate through the first injection nozzle (31).
1차 오거시스템(50)의 전후이동 오거(52)에 의해서 하이브리드 스프레더(10)의 후방쪽으로 이송되는 골재는 엔진룸(20)의 후방 아래쪽에 배치된 2차 오거시스템(70)의 좌우이동 오거(72)에 의해서 하이브리드 스프레더(10)의 좌우측 방향으로 이송되어 퍼지게 된다. 이때, 하이브리드 스프레더(10)의 후방에 배치된 후방 물탱크(34)의 물이 제 2 분사노즐(35)을 통해서 골재 위로 뿌려지게 된다. Aggregate conveyed to the rear of the hybrid spreader 10 by the front and rear moving auger 52 of the primary auger system 50 is moved left and right of the secondary auger system 70 disposed below the rear of the engine room 20. By 72, it is conveyed in the left and right directions of the hybrid spreader 10 and spread. At this time, the water of the rear water tank 34 disposed behind the hybrid spreader 10 is sprayed onto the aggregate through the second injection nozzle 35.
다음에는, 후방 물탱크(34)의 아랫쪽에 배치된 스크리드(80)에 의해서 골재의 평탄화 작업이 수행되는데, 이때 엔진룸(20)의 외부 좌우측에 설치된 센서(18)로부터 감지된 노면의 평탄도 정보를 기초로 엔진룸(20)의 제어장치(도시되지 않음)에 의해서 제공되는 제어신호에 따라 스크리드(80)가 작동하면서 콘크리트나 아스팔트 포장면의 평탄성을 극대화하게 된다. Next, the flattening operation of the aggregate is performed by the screed 80 disposed below the rear water tank 34, wherein the road surface flatness detected from the sensor 18 installed on the outside left and right of the engine room 20 is performed. The screed 80 operates according to a control signal provided by a control device (not shown) of the engine room 20 on the basis of the information, thereby maximizing the flatness of the concrete or asphalt pavement surface.
스크리드(80)에 의한 평탄화가 끝나면, 스크리드(80) 하부에 장착된 댐퍼(92)와 바이브레이터(94)의 다짐에 의해서 골재가 치밀하게 다져지게 된다. 이후에는 별도의 진동롤러 장비를 이용하여 2차 다짐을 수행하게 된다. When the flattening by the screed 80 is finished, the aggregate is compactly compacted by the compaction of the damper 92 and the vibrator 94 mounted to the lower portion of the screed 80. After that, the second compaction is performed using a separate vibratory roller equipment.
이상에서 언급한 바와 같이, 본 발명에 따른 하이브리드 스프레더(10)는, 2개의 물탱크와 살수 시스템을 구비함으로써, 골재를 균등하게 물과 혼합하여 함수비를 일정하게 유지할 수 있다. 즉, 수분혼합 포설방식으로 인하여 보조기층이 안정화되는 효과가 있다. 또한, 1회 포설 및 스크리드 펨터의 1차 다짐으로 작업시간이 단축된다. 1일 포설량은 900~1,000㎥ 이상이다. 게다가, 스크리드의 작용에 의해서 노면의 가장자리까지 포설이 용이하고 손실이 없다. 또한, 센서에 의한 작업으로 높은 평탄성이 유지되고 정확한 레벨이 확보된다. 가장자리 선형이 유지된다. As mentioned above, the hybrid spreader 10 according to the present invention includes two water tanks and a watering system, so that the aggregate is uniformly mixed with water to keep the water content constant. That is, the auxiliary base layer is stabilized due to the moisture mixing laying method. In addition, the work time is shortened by one laying and the first compacting of the screed femter. Daily laying amount is more than 900 ~ 1,000㎥. In addition, due to the action of screed, it is easy to lay up to the edge of the road surface and there is no loss. In addition, high flatness is maintained and accurate levels are ensured by working with the sensor. Edge alignment is maintained.
본 발명에 따른 하이브리드 스프레더(10)는 도로포장용 린콘크리트의 포설에도 적용이 가능하다. Hybrid spreader 10 according to the present invention can be applied to the installation of lean concrete for road paving.
상기에서는 본 발명의 바람직한 실시 예를 참조하여 설명하였지만, 해당 기술분야의 숙련된 당업자는 하기의 특허청구범위에 기재된 본 발명의 사상 및 영역으로부터 벗어나지 않는 범위 내에서 본 발명을 다양하게 수정 및 변경시킬 수 있음을 이해할 수 있을 것이다.Although the above has been described with reference to a preferred embodiment of the present invention, those skilled in the art will be able to variously modify and change the present invention without departing from the spirit and scope of the invention described in the claims below. It will be appreciated.
< 부호의 설명 ><Explanation of Codes>
10 : 하이브리드 스프레더 18 : 센서10 hybrid spreader 18 sensor
20 : 엔진룸 22 : 엔진20: engine room 22: engine
24 : 펌프 31,33 : 분사노즐24: pump 31,33: injection nozzle
32 : 전방 물탱크 34 : 후방 물탱크32: front water tank 34: rear water tank
40 : 호퍼시스템 42 : 호퍼40: hopper system 42: hopper
50 : 1차 오거시스템 52 : 전후이동 오거50: primary auger system 52: forward and backward auger
60 : 캐터필러 70 : 2차 오거시스템60: Caterpillar 70: Secondary auger system
72 : 좌우이동 오거 80 : 스크리드72: left and right moving auger 80: screed
90 : 골재다짐 기계장치 92 : 댐퍼90: aggregate compaction mechanism 92: damper
94 : 바이브레이터94: vibrator

Claims (5)

  1. 도로포장용 하이브리드 스프레더(10)로서,As a hybrid spreader 10 for road paving,
    엔진(22) 및 펌프(24)가 내장된 엔진룸(20);An engine room 20 in which the engine 22 and the pump 24 are embedded;
    상기 엔진룸(20)의 전후방에 각각 배치된 전방 및 후방 물탱크(32,34);Front and rear water tanks 32 and 34 disposed in front and rear of the engine room 20, respectively;
    상기 전방 물탱크(32)의 전방에 배치된 호퍼시스템(40);A hopper system 40 disposed in front of the front water tank 32;
    상기 호퍼시스템(40)과 상기 전방 물탱크(32) 그리고 상기 엔진룸(20)의 아래에 연장배치된 1차 오거시스템(50);A primary auger system (50) extending below the hopper system (40), the front water tank (32) and the engine room (20);
    상기 1차 오거시스템(50)의 양측에 배치된 캐터필러(60);Caterpillar 60 disposed on both sides of the primary auger system (50);
    상기 엔진룸(20)의 후방 아래쪽에 횡방향으로 배치된 2차 오거시스템(70); 및A secondary auger system 70 disposed laterally below the rear of the engine room 20; And
    상기 후방 물탱크(34)의 아래쪽에 배치되고, 골재다짐 기계장치(90)를 구비한 스크리드(80);A screed (80) disposed below the rear water tank (34) and having an aggregate compaction mechanism (90);
    를 포함하는 것을 특징으로 하는 하이브리드 스프레더.Hybrid spreader comprising a.
  2. 제 1 항에 있어서, 상기 전방 물탱크(32)의 앞쪽 상부에는 다수의 제 1 분사노즐(31)이 설치되고, 상기 제 1 분사노즐(31)은 상기 전방 물탱크(32)와 연통하도록 유체 연결되고, 상기 엔진룸(20) 내부에 장착 배치된 상기 펌프(24)의 작용에 의해서 상기 전방 물탱크(32)에 저장된 물을 상기 1차 오거시스템(50)에 의해서 운반되는 골재 위로 살포하는 것을 특징으로 하는 하이브리드 스프레더.According to claim 1, wherein a plurality of first injection nozzles 31 are installed in the front upper portion of the front water tank 32, the first injection nozzle 31 is in fluid communication with the front water tank (32) Connected and spraying the water stored in the front water tank 32 onto the aggregate transported by the primary auger system 50 by the action of the pump 24 mounted inside the engine room 20. Hybrid spreader characterized in that.
  3. 제 1 항에 있어서, 상기 후방 물탱크(34)의 앞쪽 상부에는 다수의 제 2 분사노즐(35)이 설치되고, 상기 제 2 분사노즐(35)은 상기 후방 물탱크(34)와 연통하도록 유체 연결되고, 상기 엔진룸(20) 내부에 장착 배치된 상기 펌프(24)의 작용에 의해서 상기 후방 물탱크(34)에 저장된 물을 상기 2차 오거시스템(70)에 의해서 좌우로 펼쳐지게 운반되는 골재 위로 살포하는 것을 특징으로 하는 하이브리드 스프레더.According to claim 1, wherein a plurality of second injection nozzles 35 are installed in the upper front of the rear water tank 34, the second injection nozzle 35 is in fluid communication with the rear water tank (34) Aggregate connected and conveyed to the left and right by the secondary auger system 70 to the water stored in the rear water tank 34 by the action of the pump 24 mounted inside the engine room 20 Hybrid spreader, characterized by spraying up.
  4. 제 1 항에 있어서, 상기 1차 오거시스템(50)은 서로 이격되고 상기 하이브리드 스프레더(10)의 종방향으로 쌍을 이루어 배치된 전후이동 오거(52)를 포함하며, 상기 전후이동 오거(52)의 전방단부는 상기 하이브리드 스프레더(10)의 전방에 배치된 제 1 장착프레임(11)에 고정되고 상기 전후이동 오거(52)의 후방단부는 상기 엔진룸(20)의 하부로부터 아래로 연장된 제 2 장착 프레임(12)에 고정되며, 상기 전후이동 오거(52)의 회전축(51)의 양단부는 베어링을 거쳐서 상기 장착프레임들(11,12)에 각각 원활하게 회전가능하도록 장착된 것을 특징으로 하는 하이브리드 스프레더.2. The primary auger system (50) according to claim 1, wherein the primary auger system (50) comprises a forward and backward auger (52) spaced from each other and arranged in pairs in the longitudinal direction of the hybrid spreader (10). The front end of the front and rear of the hybrid spreader 10 is fixed to the first mounting frame 11, the rear end of the front and rear auger 52 extends downward from the lower portion of the engine room 20 2 is fixed to the mounting frame 12, the both ends of the rotating shaft 51 of the front and rear auger 52 is characterized in that it is smoothly rotatably mounted to the mounting frames (11, 12) via a bearing, respectively. Hybrid Spreader.
  5. 제 1 항에 있어서, 상기 2차 오거시스템(70)은 상기 하이브리드 스프레더(10)의 횡방향으로 배치된 단일의 좌우이동 오거(72)를 포함하며, 상기 좌우이동 오거(72)의 양단부는 상기 엔진룸(20)으로부터 하부로 연장된 장착 플랜지 및 베어링에 의해서 회전가능하게 고정 장착된 것을 특징으로 하는 하이브리드 스프레더.2. The secondary auger system (70) according to claim 1, wherein the secondary auger system (70) comprises a single left and right auger auger (72) arranged laterally of the hybrid spreader (10), and both ends of the left and right auger auger (72). Hybrid spreader, characterized in that the rotatably mounted by a mounting flange and a bearing extending from the engine room (20) to the bottom.
PCT/KR2015/008420 2015-07-29 2015-08-12 Hybrid spreader having features of water sprinkler WO2017018565A1 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010087435A (en) * 2001-02-28 2001-09-15 유기형 Jet apparatus of emulsification asphalt and hardener
JP2003268739A (en) * 2002-03-19 2003-09-25 Mitsubishi Automob Eng Co Ltd Snow melting apparatus for snow melting vehicle
KR100661830B1 (en) * 2005-10-31 2006-12-28 최정필 Road paving machine with water-spary
KR101035448B1 (en) * 2003-02-13 2011-05-18 존 폴 스미스 A method depositing an asphalt mat
JP2011140784A (en) * 2010-01-06 2011-07-21 Maeda Road Constr Co Ltd Asphalt finisher

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010087435A (en) * 2001-02-28 2001-09-15 유기형 Jet apparatus of emulsification asphalt and hardener
JP2003268739A (en) * 2002-03-19 2003-09-25 Mitsubishi Automob Eng Co Ltd Snow melting apparatus for snow melting vehicle
KR101035448B1 (en) * 2003-02-13 2011-05-18 존 폴 스미스 A method depositing an asphalt mat
KR100661830B1 (en) * 2005-10-31 2006-12-28 최정필 Road paving machine with water-spary
JP2011140784A (en) * 2010-01-06 2011-07-21 Maeda Road Constr Co Ltd Asphalt finisher

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