WO2016042927A1 - Asphalt finisher - Google Patents
Asphalt finisher Download PDFInfo
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- WO2016042927A1 WO2016042927A1 PCT/JP2015/071751 JP2015071751W WO2016042927A1 WO 2016042927 A1 WO2016042927 A1 WO 2016042927A1 JP 2015071751 W JP2015071751 W JP 2015071751W WO 2016042927 A1 WO2016042927 A1 WO 2016042927A1
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- electric heating
- heating device
- asphalt mixture
- planar electric
- temperature
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
Definitions
- the present invention relates to an asphalt finisher that stores and spreads an asphalt mixture.
- an asphalt mixture is manufactured at a compound factory, transported by a dump truck, and charged into an asphalt mixture input section of an asphalt finisher.
- the asphalt mixture charging unit has a hopper that loads and temporarily stores the charged asphalt mixture, and a bar feeder that conveys the loaded asphalt mixture to the screed side.
- the asphalt mixture conveyed to the screed side is spread and leveled to perform pavement construction.
- the asphalt mixture is required to be paved in a preset temperature range from the viewpoint of ensuring quality.
- problems such as rapid temperature drop of the asphalt mixture and difficulty in obtaining a predetermined degree of compaction are likely to occur. In some cases.
- problems such as dragging and dragging holes on the leveling surface and problems such as insufficient adhesion of the joint portion of the pavement may occur.
- measures can be taken such as slightly raising the temperature of the asphalt mixture at the time of shipping to the composite material factory, or placing a heat insulating sheet on the loading platform of the dump truck during transportation.
- measures can be taken such as slightly raising the temperature of the asphalt mixture at the time of shipping to the composite material factory, or placing a heat insulating sheet on the loading platform of the dump truck during transportation.
- the heat released between the asphalt finisher and the paving work after the asphalt mixture is charged cannot be ignored.
- the temperature of the hopper after preheating is about 60 degrees at the maximum. Since the temperature of the asphalt mixture charged from the dump truck is usually about 150 to 200 ° C., the preheating temperature is preferably as high as possible.
- the elapsed time from the start of the engine to the maximum temperature was about 30 to 90 minutes. From the viewpoint of shortening the construction period, it is preferable that the time to reach the set preheating temperature is short.
- exhaust is caused to flow through a flow path provided in two steel plates. If the distance between the steel plates is not less than 25 mm and the channel width is not more than 200 mm, the channel does not function sufficiently. In consideration of the size of the flow path, there is a portion where the flow path is not provided in the hopper or the bar feeder, and as a result, temperature unevenness may occur.
- a flow path cannot be provided in the front wing or the like.
- the exhaust temperature is different between the upstream and downstream of the flow path, and there is a risk of temperature unevenness.
- the preheating temperature is passively determined, but it is preferable that the preheating temperature can be set and adjusted principally. Furthermore, it is preferable that the preheating temperature can be partially set and adjusted.
- This invention solves the said subject, and aims at providing the asphalt finisher which can heat an asphalt mixture injection
- the asphalt finisher of the present invention that solves the above problems includes a heating device.
- the heating device heats the asphalt mixture charging part of the asphalt finisher.
- the heating device includes an inner plate member, an outer plate member, and a planar electric heating device.
- the inner plate member and the outer plate member face each other and constitute a part of the asphalt mixture charging part.
- the planar electric heating device is in close contact with the inner side of the inner plate member.
- the asphalt mixture charging part can be heated to a high temperature in a short time without unevenness by the planar electric heating device.
- the asphalt mixture charging portion is composed of constituent members such as an upper hopper wing, a lower hopper wing, a hopper rear surface, a front wing, a rear plate, and a bar feeder.
- the heating device is provided in one or more of the components.
- planar electric heating devices preferably, a plurality of the planar electric heating devices are provided.
- the plurality of planar electric heating devices are electrically in parallel.
- the set temperature of the planar electric heating device provided at the lower position is set to be equal to or higher than the set temperature of the planar electric heating device provided at the upper position.
- the set temperature of the planar electric heating device provided in the lower hopper wing is set so as to be equal to or higher than the set temperature of the planar electric heating device provided in the upper hopper wing.
- a corner portion is formed in a continuous portion between the upper hopper wing and the lower hopper wing of the asphalt mixture charging portion.
- a plurality of planar electric heating devices are provided in the upper hopper wing and / or the lower hopper wing. In the plurality of planar electric heating devices, the set temperature of the planar electric heating device closest to the corner is set to be equal to or higher than the setting temperature of the other planar electric heating devices.
- the heating device has a three-layer structure of a planar electric heating device, a convection layer, and a heat insulating sheet.
- the heat insulating sheet is in close contact with the inside of the outer plate member.
- a convection layer is provided between the planar electric heating device and the heat insulating sheet.
- ⁇ Temperature unevenness is further reduced by the convection layer.
- a synergistic effect can be expected by combination with electrical parallel.
- the present invention it is possible to heat the asphalt mixture charging section in a short time and uniformly at a high temperature as compared with the prior art. As a result, the temperature drop of the asphalt mixture can be more reliably suppressed by preheating and heat retention than in the prior art.
- FIG. 1 is a schematic configuration diagram of an asphalt finisher.
- the asphalt finisher includes a crawler 1 for traveling, a driver's seat 2 for an operator to perform driving work, an asphalt mixture input unit 3 provided in front of the driver's seat 2 and into which the asphalt mixture is input from a dump truck, Various member devices such as a screw spreader 4 provided behind the driver's seat 2 for uniformly spreading the asphalt mixture to the paving width, and a screed 5 with a tamper provided behind the screw spreader 4 for compacting the asphalt mixture. It is composed of
- FIG. 2 is a configuration diagram of the asphalt mixture charging unit 3.
- the asphalt mixture charging unit 3 includes a hopper 6, a bar feeder 7, a rear plate 8, and a front wing 9.
- the hopper 6 is formed by opposingly arranging a pair of outer plates that are substantially L-shaped on the left and right with the bar feeder 7 in between.
- the outer plate of the hopper 6 has a posture in which the bottom plate surface is substantially parallel to the bar feeder 7 by the expansion and contraction operation of the cylinder (usually, in this posture, the asphalt mixture is introduced and temporarily stored) and the left and right outer sides are The posture can be changed to lift and slide the asphalt mixture to the bar feeder 7 side.
- the hopper 6 includes a side upper step 61, a side lower step 62, and a hopper rear surface 63.
- the upper side surface 61 and the lower side surface 62 are continuous so as to form a substantially L-shaped wing.
- the substantially L shape has a corner portion 64.
- the hopper rear surface 63 is arranged corresponding to a substantially L-shape.
- the bar feeder 7 conveys the charged asphalt mixture backward.
- the bar feeder 7 includes a bottom plate 71 and a rotating portion 72 that is rotatably arranged around the bottom plate (FIG. 3).
- the rear plate 8 is provided in front of the driver's seat 2 and constitutes a part of the asphalt finisher main body. While the hopper 6 is variable, the rear plate 8 is unchanged.
- the asphalt mixture charging unit 3 includes a heating device 10.
- the heating device 10 is provided in the hopper 6 in principle, but may be provided in the bar feeder 7 (bottom plate 71), the rear plate 8, and the front wing 9.
- the heating device 10 may be provided on the rear plate 8 and / or the front wing 9.
- FIG. 4 is a configuration diagram of the heating device 10. Although the example provided in the hopper 6 is demonstrated, the example provided in the bar feeder 7, the rear board 8, and the front wing 9 is also the same structure.
- the hopper 6 has a double plate structure composed of two steel plates 11 and 12, and a space extending along the steel plate surface is formed between the inner steel plate 11 and the outer steel plate 12.
- the side into which the asphalt mixture is charged is the inside.
- the electric heating sheet 13 is in close contact with the inner side (space side) of the inner steel plate 11.
- the electric heating sheet 13 is a sheet formed by meandering heating wires, and generates heat due to electric resistance during energization.
- the power source of the electric heating sheet 13 is a generator and a battery that are standardly installed in the asphalt finisher main body. However, when a sufficient amount of electricity cannot be supplied, an additional generator is mounted on the asphalt finisher.
- the heat insulating sheet 14 is in close contact with the inner side (space side) of the outer steel plate 12.
- a convection layer (space) 15 is formed between the electric heating sheet 13 and the heat insulating sheet 14.
- the thickness of the electrothermal sheet 13 is 3 mm
- the thickness of the convection layer 15 is 5 mm
- the thickness of the heat insulating sheet 14 is 4 mm.
- a three-layer structure is formed at a distance of 12 mm between the steel plates.
- the heating device 10 is provided individually for each of the upper side surface 61, the lower side surface 62, and the hopper rear surface 63.
- the electrothermal sheets 13 provided on the respective constituent members 61 to 63 are electrically in parallel.
- FIG. 5 is an example of power consumption allocation.
- FIG. 5A shows a general overview
- FIG. 5B shows details of the left side and center front
- FIG. 5C shows details of the right side.
- a temperature sensor 16 is provided on the inner steel plate 11 corresponding to each electric heating sheet 13.
- the control device 17 (not shown) adjusts the energization amount so that the temperature detected by the temperature sensor 16 becomes a set temperature (for example, 80 degrees).
- an outside air sensor 18 (not shown) may be provided, and the control device 17 may vary the set temperature between 50 and 120 degrees based on the temperature detected by the outside air sensor 18. Specifically, the lower the outside air temperature, the higher the set temperature.
- the inner steel plate 11, the outer steel plate 12, the electric heating sheet 13, the heat insulating sheet 14, the convection layer 15, the temperature sensor 16, and the control device 17 constitute a heating device 10 that heats the asphalt mixture charging unit 3. .
- the asphalt mixture is manufactured at a compound factory and transported to a construction site by a dump truck.
- the asphalt finisher waits until the dump truck arrives at the construction site.
- countermeasures are required for construction in an environment where the outside air temperature is 5 ° C or lower. Furthermore, it is preferable to suppress the temperature drop of the asphalt mixture even in an environment where the outside air temperature is low.
- the asphalt finisher preheats (heats) the asphalt mixture charging unit 3 as a temperature drop suppression measure.
- the surface temperature of the hopper 6 reached the set temperature (80 ° C.) in about 20 minutes by the heating device 10 under the environment of the outside air temperature of 5 ° C.
- the control device 17 maintains the set temperature. In this state, the asphalt mixture is put into the hopper 6 from the dump truck.
- the temperature of the asphalt mixture charged from the dump truck is usually about 150 to 200 ° C.
- the temperature detected by the temperature sensor 16 became 120 ° C. or higher. It is presumed that the temperature of the asphalt mixture that is initially charged and contacts the surface of the hopper 6 is also 120 ° C. or higher.
- the asphalt mixture temporarily stored in the hopper 6 is conveyed by the bar feeder 7, spread by the screw spreader 4, and spread by the screed 5.
- the heating apparatus 10 continues to operate after the asphalt mixture is charged and also during paving.
- the preheat application function operates as a heat retention function.
- the elapsed time from the start of the engine to reaching the maximum temperature was about 30 to 90 minutes.
- the set temperature is reached in 20 to 60 minutes.
- the heating device 10 can be installed on the bar feeder 7, the rear plate 8, and the front wing 9 by downsizing the heating device 10. Moreover, it is also possible to install the heating apparatus 10 in almost the entire area of the hopper 6. Thereby, it can heat evenly.
- the preheating temperature depends on the outside air temperature and the exhaust temperature (passive), whereas in this embodiment, the preheating temperature can be set and adjusted (primary).
- the asphalt mixture charging unit 3 can be heated in a short time without unevenness at a high temperature, and the temperature drop of the asphalt mixture can be reliably suppressed.
- the heating device 10 includes a heat insulating sheet 14 and a convection layer 15.
- the heat from the electric heating sheet 13 is directly transmitted to the inner steel plate 11, and after being circulated through the convection layer 15, is indirectly transmitted to the inner steel plate 11. Thereby, temperature unevenness is reduced.
- the region is divided into a plurality of regions, and the electrothermal sheet 13 is electrically arranged in each region in parallel.
- the preset temperature of the electric heating sheet 13 in each region can be individually set (described later).
- the portion cannot be heated and temperature unevenness occurs in the short term.
- the electrothermal sheet 13 is electrically arranged in parallel in each constituent member and each region. Thereby, the preset temperature of each electric heating sheet 13 can be individually set.
- the set temperature of the upper side 61 of the hopper and the hopper rear surface 63 is set to 80 degrees, and the set temperature of the lower side 62 and the front wing 9 is set to 90 degrees. Further, the set temperature of the bar feeder 7 is set to 95 degrees.
- the set temperature of the upper side 61 of the hopper is set to 80 degrees and the set temperature of the lower side 62 of the hopper is set to 90 degrees, while only the region closest to the corner 64 of the upper hopper side 61 and the lower side 62 is set.
- the temperature is 100 degrees. That is, the set temperature closest to the corner 64 is set to be equal to or higher than the set temperature of the other region.
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Abstract
Description
本発明は、アスファルト混合物を貯蔵し敷き均すアスファルトフィニッシャに関する。 The present invention relates to an asphalt finisher that stores and spreads an asphalt mixture.
一般に、アスファルト混合物は合材工場で製造され、ダンプトラックにより搬送され、アスファルトフィニッシャのアスファルト混合物投入部に投入される。アスファルト混合物投入部は、投入されたアスファルト混合物を積み込み一時的に貯蔵するホッパと、積み込まれたアスファルト混合物をスクリード側に搬送するバーフィーダとを有している。スクリード側に搬送されたアスファルト混合物が敷き均されることにより、舗装施工が行われる。 Generally, an asphalt mixture is manufactured at a compound factory, transported by a dump truck, and charged into an asphalt mixture input section of an asphalt finisher. The asphalt mixture charging unit has a hopper that loads and temporarily stores the charged asphalt mixture, and a bar feeder that conveys the loaded asphalt mixture to the screed side. The asphalt mixture conveyed to the screed side is spread and leveled to perform pavement construction.
ところで、アスファルト混合物は、品質確保の観点から、予め設定される温度範囲で舗装施工をすることが要求される。一方、寒冷地・山間部なのどの地理的条件や寒冷期、夜間施工などの時期的条件によっては、アスファルト混合物の温度降下が早く、所定の締め固め度が得られにくい等の問題が発生しやすい場合もある。他にも、敷き均し面に引きずりやドラッギングホールなどの不具合や、舗装のジョイント部の接着が不十分となるといった問題が発生する恐れもある。 By the way, the asphalt mixture is required to be paved in a preset temperature range from the viewpoint of ensuring quality. On the other hand, depending on the geographical conditions such as cold regions and mountainous regions, the cold season, and nighttime construction conditions, problems such as rapid temperature drop of the asphalt mixture and difficulty in obtaining a predetermined degree of compaction are likely to occur. In some cases. In addition, there is a possibility that problems such as dragging and dragging holes on the leveling surface and problems such as insufficient adhesion of the joint portion of the pavement may occur.
このため、外気温が5℃以下になるような低気温環境下ではアスファルト舗装施工を避けることが好ましい。特に、アスファルト混合物同士の間に間隙が必要となる排水性舗装においては、温度降下により品質劣化のおそれがあるため、厳しい温度管理が要求される。 For this reason, it is preferable to avoid asphalt pavement construction in a low temperature environment where the outside temperature is 5 ° C. or less. In particular, in drainage pavement that requires a gap between asphalt mixtures, strict temperature control is required because there is a risk of quality deterioration due to a temperature drop.
しかし、発注スケジュールの都合や、通年施工の観点から外気温が低温になるような環境下における施工が避けられない場合もあり、何らかの対策が必要である。たとえば、合材工場出荷時のアスファルト混合物の温度をやや高くしたり、運搬時にダンプトラックの荷台に保温シートを掛けるといった対策が考えられる。一方、アスファルトフィニッシャへアスファルト混合物投入後、舗装施工までの間に放出される熱も無視できない。 However, there are cases where construction in an environment where the outside air temperature is low is unavoidable from the viewpoint of ordering schedule and year-round construction, and some measures are necessary. For example, measures can be taken such as slightly raising the temperature of the asphalt mixture at the time of shipping to the composite material factory, or placing a heat insulating sheet on the loading platform of the dump truck during transportation. On the other hand, the heat released between the asphalt finisher and the paving work after the asphalt mixture is charged cannot be ignored.
特許文献1のアスファルトフィニッシャでは、エンジンの暖機運転の際に生じる排気を再利用した予熱機能を有するホッパやバーフィーダが提案されている。従来技術によれば、アスファルト混合物投入前にホッパおよびバーフィーダに予熱を付与しておくことで、低気温環境下で最初に投入されたアスファルト混合物がホッパやバーフィーダの表面に接触しても、アスファルト混合物の温度降下を抑制できる。更に、アスファルト混合物投入後および舗装施工中には、アスファルト混合物を保温でき、アスファルト混合物の温度降下を抑制できる。 In the asphalt finisher of Patent Document 1, a hopper and a bar feeder having a preheating function that reuses exhaust generated during engine warm-up operation have been proposed. According to the prior art, by applying preheating to the hopper and the bar feeder before the asphalt mixture is charged, even if the asphalt mixture initially charged in a low temperature environment contacts the surface of the hopper or bar feeder, The temperature drop of the asphalt mixture can be suppressed. Furthermore, after the asphalt mixture is charged and during paving, the asphalt mixture can be kept warm, and the temperature drop of the asphalt mixture can be suppressed.
しかしながら、特許文献1に係る従来技術は、排気を再利用するものであるため、下記の様な課題があった。 However, since the conventional technique according to Patent Document 1 reuses exhaust gas, it has the following problems.
エンジンの暖機運転の際に生じる排気を再利用するため予熱後のホッパ等の温度は最高でも60度程度である。ダンプトラックから投入されるアスファルト混合物の温度は通常150~200℃程度であるため、予熱温度はなるべく高い方が好ましい。 ¡In order to reuse exhaust gas generated during engine warm-up operation, the temperature of the hopper after preheating is about 60 degrees at the maximum. Since the temperature of the asphalt mixture charged from the dump truck is usually about 150 to 200 ° C., the preheating temperature is preferably as high as possible.
実際の施工例によると、エンジン開始から最高温度到達までの経過時間は30~90分程度であった。施工期間短縮の点から設定予熱温度への到達時間は短い方が好ましい。 According to the actual construction example, the elapsed time from the start of the engine to the maximum temperature was about 30 to 90 minutes. From the viewpoint of shortening the construction period, it is preferable that the time to reach the set preheating temperature is short.
従来技術では、2枚の鋼板内に設けられた流路に排気を流す。鋼板間隔が25mm以上かつ流路幅が200mm以上なければ、流路として充分に機能しない。流路サイズを考慮すると、ホッパやバーフィーダにおいて流路が設けられない箇所があり、その結果、温度ムラが生じるおそれがある。 In the prior art, exhaust is caused to flow through a flow path provided in two steel plates. If the distance between the steel plates is not less than 25 mm and the channel width is not more than 200 mm, the channel does not function sufficiently. In consideration of the size of the flow path, there is a portion where the flow path is not provided in the hopper or the bar feeder, and as a result, temperature unevenness may occur.
さらには、例えば、フロントウイングなどには流路を設けることができない。 Furthermore, for example, a flow path cannot be provided in the front wing or the like.
また、流路上流と流路下流では、排気温度が異なり、温度ムラが生じるおそれがある。 Also, the exhaust temperature is different between the upstream and downstream of the flow path, and there is a risk of temperature unevenness.
従来技術において、予熱温度は受働的に定まるが、予熱温度を主働的に設定し調整できることが好ましい。更に、部分的に予熱温度を設定し調整できることが好ましい。 In the prior art, the preheating temperature is passively determined, but it is preferable that the preheating temperature can be set and adjusted principally. Furthermore, it is preferable that the preheating temperature can be partially set and adjusted.
本発明は上記課題を解決するものであり、従来技術に比べて、短時間で高温にムラなくアスファルト混合物投入部を加温できるアスファルトフィニッシャを提供することを目的とする。 This invention solves the said subject, and aims at providing the asphalt finisher which can heat an asphalt mixture injection | throwing-in part to high temperature uniformly in a short time compared with a prior art.
上記課題を解決する本発明のアスファルトフィニッシャは、加温装置を備える。該加温装置は、アスファルトフィニッシャのアスファルト混合物投入部を加温する。該加温装置は、内側板部材と外側板部材と面状電熱装置とを有する。内側板部材と外側板部材とは、相対向し、該アスファルト混合物投入部の一部を構成する。面状電熱装置は、該内側板部材の内側に密着している。 The asphalt finisher of the present invention that solves the above problems includes a heating device. The heating device heats the asphalt mixture charging part of the asphalt finisher. The heating device includes an inner plate member, an outer plate member, and a planar electric heating device. The inner plate member and the outer plate member face each other and constitute a part of the asphalt mixture charging part. The planar electric heating device is in close contact with the inner side of the inner plate member.
面状電熱装置により、短時間で高温にムラなくアスファルト混合物投入部を加温できる。 The asphalt mixture charging part can be heated to a high temperature in a short time without unevenness by the planar electric heating device.
上記発明において好ましくは、前記アスファルト混合物投入部は、ホッパウイング上段、ホッパウイング下段、ホッパリア面、フロントウイング、リア板、バーフィーダの構成部材から構成される。前記加熱装置は、1または2以上の該構成部品に設けられる。 Preferably, in the above invention, the asphalt mixture charging portion is composed of constituent members such as an upper hopper wing, a lower hopper wing, a hopper rear surface, a front wing, a rear plate, and a bar feeder. The heating device is provided in one or more of the components.
面状電熱装置によりダウンサイズを図ることで、広範囲に適用できる。 It can be applied in a wide range by downsizing with a planar electric heating device.
上記発明において好ましくは、前記面状電熱装置は複数設けられる。該複数の面状電熱装置は電気的に並列である。 In the above invention, preferably, a plurality of the planar electric heating devices are provided. The plurality of planar electric heating devices are electrically in parallel.
これにより、個別に設定温度を設定できる。 This makes it possible to set the set temperature individually.
上記発明において好ましくは、前記複数の面状電熱装置では、上位置に設けられる面状電熱装置の設定温度以上となるように、下位置に設けられる面状電熱装置の設定温度が設定される。例えば、ホッパウイング上段に設けられる面状電熱装置の設定温度以上となるように、ホッパウイング下段に設けられる面状電熱装置の設定温度が設定される。 In the above invention, preferably, in the plurality of planar electric heating devices, the set temperature of the planar electric heating device provided at the lower position is set to be equal to or higher than the set temperature of the planar electric heating device provided at the upper position. For example, the set temperature of the planar electric heating device provided in the lower hopper wing is set so as to be equal to or higher than the set temperature of the planar electric heating device provided in the upper hopper wing.
これにより、下流側でも充分な予熱付与効果が得られる。 Thereby, a sufficient preheating effect can be obtained even on the downstream side.
上記発明において好ましくは、前記アスファルト混合物投入部のホッパウイング上段とホッパウイング下段との連続部には隅角部が形成される。該ホッパウイング上段および/またはホッパウイング下段には、複数の面状電熱装置が設けられる。該複数の面状電熱装置では、該隅角部直近の面状電熱装置の設定温度が、他の面状電熱装置の設定温度以上となるように設定される。 Preferably, in the above invention, a corner portion is formed in a continuous portion between the upper hopper wing and the lower hopper wing of the asphalt mixture charging portion. A plurality of planar electric heating devices are provided in the upper hopper wing and / or the lower hopper wing. In the plurality of planar electric heating devices, the set temperature of the planar electric heating device closest to the corner is set to be equal to or higher than the setting temperature of the other planar electric heating devices.
これにより、隅角部にてアスファルト混合物が塊となりにくくなり、舗装品質を確保できる。 This makes it difficult for the asphalt mixture to clump at the corners, ensuring pavement quality.
上記発明において好ましくは、前記加温装置は、面状電熱装置と、対流層と、断熱シートの三層構造になっている。断熱シートは、前記外側板部材の内側に密着している。対流層が前記面状電熱装置と該断熱シートとの間に設けられる。 Preferably, in the above invention, the heating device has a three-layer structure of a planar electric heating device, a convection layer, and a heat insulating sheet. The heat insulating sheet is in close contact with the inside of the outer plate member. A convection layer is provided between the planar electric heating device and the heat insulating sheet.
対流層により温度ムラが更に軽減される。特に、電気的並列との組み合わせにより、相乗効果が期待できる。 ¡Temperature unevenness is further reduced by the convection layer. In particular, a synergistic effect can be expected by combination with electrical parallel.
本発明によれば、従来技術に比べて、短時間で高温にムラなくアスファルト混合物投入部を加温できる。その結果、予熱および保温により、従来技術に比べてより確実にアスファルト混合物の温度降下を抑制できる。 According to the present invention, it is possible to heat the asphalt mixture charging section in a short time and uniformly at a high temperature as compared with the prior art. As a result, the temperature drop of the asphalt mixture can be more reliably suppressed by preheating and heat retention than in the prior art.
~構成~
本実施形態にかかるアスファルトフィニッシャの構成について説明する。
~ Configuration ~
The structure of the asphalt finisher according to this embodiment will be described.
図1は、アスファルトフィニッシャの概略構成図である。アスファルトフィニッシャは、走行のためのクローラ1と、オペレータが運転作業するための運転席2と、該運転席2の前方に設けられ、アスファルト混合物がダンプトラックから投入されるアスファルト混合物投入部3と、運転席2の後方に設けられ、アスファルト混合物を舗装幅に均一に広げるためのスクリュースプレッダ4と、スクリュースプレッダ4の後方に設けられ、アスファルト混合物を締固めるタンパ付きのスクリード5等の各種の部材装置から構成されている。
FIG. 1 is a schematic configuration diagram of an asphalt finisher. The asphalt finisher includes a crawler 1 for traveling, a driver's seat 2 for an operator to perform driving work, an asphalt
図2は、アスファルト混合物投入部3の構成図である。アスファルト混合物投入部3は、ホッパ6とバーフィーダ7とリア板8とフロントウイング9とを有している。
FIG. 2 is a configuration diagram of the asphalt
ホッパ6は、バーフィーダ7を挟んで左右に略L字形をした一対の外板が対向配設されることにより形成される。ホッパ6の外板は、シリンダの伸縮作動により、底板面がバーフィーダ7と略平行状になる姿勢(通常は、この姿勢でアスファルト混合物が投入され、一時的に貯蔵される)と左右外側が持ち上がってアスファルト混合物をバーフィーダ7側に滑落させる姿勢とに可変である。
The
ホッパ6は側面上段61と、側面下段62と、ホッパリア面63とから構成される。側面上段61と側面下段62とは、略L字形のウイングを形成するように連続する。略L字形は隅角部64を有する。ホッパリア面63は略L字に対応して配置される。
The
バーフィーダ7は、投入されたアスファルト混合物を後方に搬送する。バーフィーダ7は、ボトムプレート71とボトムプレート周りに回動可能に配置される回動部72とから構成される(図3)。
The
リア板8は運転席2の前方に設けられアスファルトフィニッシャ本体の一部を構成する。ホッパ6が可変であるのに対しリア板8は不変である。
The
本実施形態は特徴的構成として、アスファルト混合物投入部3に加温装置10を備えている。
As a characteristic configuration of the present embodiment, the asphalt
加温装置10は、原則としてホッパ6に設けられるが、バーフィーダ7(ボトムプレート71)、リア板8、フロントウイング9に設けられても良い。
The
また、従来技術(特許文献1)のアスファルトフィニッシャにおいて、リア板8または/およびフロントウイング9に加温装置10を設けても良い。
Further, in the asphalt finisher of the prior art (Patent Document 1), the
図4は、加温装置10の構成図である。ホッパ6に設ける例について説明するが、バーフィーダ7、リア板8、フロントウイング9に設ける例も同じ構成である。
FIG. 4 is a configuration diagram of the
ホッパ6は二枚の鋼板11,12からなる二重板構造であり、内側鋼板11と外側鋼板12の間には鋼板面に沿って広がる空間が形成される。ここでは、アスファルト混合物が投入される側を内側とする。
The
内側鋼板11の内側(空間側)には、電熱シート13が密着している。電熱シート13は、電熱線を蛇行させて配置し、シート状に形成したものであり、通電時の電気抵抗により発熱する。電熱シート13の電源については、アスファルトフィニッシャ本体に標準搭載された発電機およびバッテリとするが、十分な電気量供給ができない場合は、追加の発電機をアスファルトフィニッシャ載せて対応する。
The
外側鋼板12の内側(空間側)には、断熱シート14が密着している。電熱シート13と断熱シート14との間には、対流層(空間)15が形成されている。
The
たとえば、電熱シート13厚は3mmであり、対流層15厚は5mmであり、断熱シート14厚は4mmである。鋼板間隔12mmに三層構造が形成される。
For example, the thickness of the
加温装置10は、側面上段61、側面下段62、ホッパリア面63それぞれ個別に設けられる。各構成部材61~63に設けられる電熱シート13は電気的に並列である。
The
さらに、各構成部材61~63において、領域を複数に分け、各領域ごとに電熱シート13を電気的に並列に配設する。原則的に、電熱シート13の消費電力は、領域面積に基づいて設定される。図5は、消費電力割り当ての一例である。図5Aは全体概要を、図5Bは左側および中央フロントの詳細を、図5Cは右側の詳細を示す。
Further, in each of the
各電熱シート13に対応する内側鋼板11には、温度センサ16が設けられている。制御装置17(図示省略)は、温度センサ16の検出温度が設定温度(例えば80度)となるように通電量を調整する。
A
さらに、外気センサ18(図示省略)を備え、制御装置17は、外気センサ18の検出温度に基づき設定温度を50~120度の間で変動させても良い。具体的には、外気温度が低い程、設定温度を高くする。 Furthermore, an outside air sensor 18 (not shown) may be provided, and the control device 17 may vary the set temperature between 50 and 120 degrees based on the temperature detected by the outside air sensor 18. Specifically, the lower the outside air temperature, the higher the set temperature.
本実施形態において、内側鋼板11、外側鋼板12、電熱シート13、断熱シート14、対流層15、温度センサ16、制御装置17は、アスファルト混合物投入部3を加温する加温装置10を構成する。
In the present embodiment, the
~施工~
本実施形態のアスファルトフィニッシャを用いたアスファルト舗装工法について説明する。
-Construction-
An asphalt pavement method using the asphalt finisher of the present embodiment will be described.
一般に、アスファルト混合物は合材工場で製造され、ダンプトラックにより施工箇所まで搬送される。アスファルトフィニッシャは、施工箇所にてダンプトラックが来るまで待機する。 Generally, the asphalt mixture is manufactured at a compound factory and transported to a construction site by a dump truck. The asphalt finisher waits until the dump truck arrives at the construction site.
一般に、外気温が5℃以下になるような環境下における施工では、対策が必要である。さらに、外気温が低温になるような環境下でなくとも、アスファルト混合物の温度降下を抑制することが好ましい。 Generally, countermeasures are required for construction in an environment where the outside air temperature is 5 ° C or lower. Furthermore, it is preferable to suppress the temperature drop of the asphalt mixture even in an environment where the outside air temperature is low.
待機中、アスファルトフィニッシャは、温度降下抑制対策として、アスファルト混合物投入部3に予熱を付与(加温)する。
During standby, the asphalt finisher preheats (heats) the asphalt
本願発明者が確認試験を行ったところ、外気温5℃環境下、加温装置10により、ホッパ6表面温度は20分程度で設定温度(80℃)になった。
When the inventor of the present application conducted a confirmation test, the surface temperature of the
設定温度到達後、制御装置17は設定温度を維持する。この状態で、ダンプトラックからアスファルト混合物をホッパ6に投入する。ダンプトラックから投入されるアスファルト混合物の温度は通常150~200℃程度である。150~200℃程度のアスファルト混合物が、予熱付与されて80℃となったホッパ6表面に接触すると、温度センサ16による検出温度は、120℃以上になった。最初に投入され、ホッパ6表面に接触したアスファルト混合物の温度も120℃以上であることが推測される。
After the set temperature is reached, the control device 17 maintains the set temperature. In this state, the asphalt mixture is put into the
ホッパ6に一時的に貯蔵されたアスファルト混合物はバーフィーダ7により搬送され、スクリュースプレッダ4により広げられ、スクリード5により敷き均される。アスファルト混合物投入後および舗装施工中にも、引続き、加温装置10が作動する。予熱付与機能は、保温機能として作動する。
The asphalt mixture temporarily stored in the
~効果~
・従来技術(排気再利用)との比較
従来技術の最高加熱温度が60度であるのに対し、本実施形態では120度まで加熱できる。
~ Effect ~
-Comparison with the prior art (exhaust gas reuse) Whereas the maximum heating temperature of the prior art is 60 degrees, in this embodiment, it can be heated to 120 degrees.
従来技術では、エンジン開始から最高温度到達までの経過時間は30~90分程度であった。これに対し、本実施形態では、20~60分で設定温度に到達する。 In the prior art, the elapsed time from the start of the engine to reaching the maximum temperature was about 30 to 90 minutes. In contrast, in the present embodiment, the set temperature is reached in 20 to 60 minutes.
従来技術では、サイズの観点から排気流路が設けられないため、加温できない構成部材(例えば、フロントウイング)があった。また、ホッパでも排気流路が設けられない箇所が発生した。その結果、温度ムラが発生するおそれがあった。これに対し、本実施形態では、加温装置10のダウンサイズにより、バーフィーダ7、リア板8、フロントウイング9に加温装置10を設置することも可能である。また、ホッパ6のほぼ全域に、加温装置10を設置することも可能である。これによりムラなく加熱できる。
In the prior art, there is a component member (for example, front wing) that cannot be heated because an exhaust passage is not provided from the viewpoint of size. In addition, there were places where the exhaust passage was not provided even in the hopper. As a result, temperature unevenness may occur. On the other hand, in the present embodiment, the
従来技術では、流路上流と流路下流との間で、温度ムラが生じるおそれがあるのに対し、本実施形態ではこの点でもムラなく加熱できる。 In the prior art, there is a risk of temperature unevenness between the upstream and downstream of the flow path, whereas in this embodiment, heating can be performed without any unevenness in this point.
従来技術では、予熱温度は外気温度および排気温度に依存する(受働的)のに対し、本実施形態では、予熱温度を設定し調整できる(主働的)。 In the prior art, the preheating temperature depends on the outside air temperature and the exhaust temperature (passive), whereas in this embodiment, the preheating temperature can be set and adjusted (primary).
このように、従来技術に比べて、短時間で高温にムラなくアスファルト混合物投入部3を加温でき、確実にアスファルト混合物の温度降下を抑制できる。
Thus, as compared with the prior art, the asphalt
・更なる特徴的構成による効果
ところで、上述の通り本実施形態においては従来技術に比べてムラなく加熱できる。一方で、電熱シート13が密着設置できない箇所(例えば隅部、狭部)は残る。電熱シート13間は発熱できない。また、電熱シート13においても、電熱線の配置により均一に発熱できるとは限らない。電熱線相当箇所と、電熱線間相当箇所では、発熱に微小なムラが生じる。すなわち、温度ムラに係る課題は僅かながらも残存する。
-Effect by further characteristic structure By the way, as above-mentioned, in this embodiment, it can heat evenly compared with a prior art. On the other hand, places (for example, corners and narrow portions) where the
本実施形態では、加熱装置10は断熱シート14と対流層15とを有する。電熱シート13からの熱は、直接、内側鋼板11に伝達される一方で、対流層15を循環した後、間接的に内側鋼板11に伝達される。これにより、温度ムラは軽減される。
In the present embodiment, the
また、本実施形態では、領域を複数に分け、各領域に電熱シート13を電気的に並列に配設する。これにより、各領域の電熱シート13の設定温度を個別的に設定できる(後述)。一方で、電熱シート13のいずれか一つが断線した場合、当該箇所には加温できず、短期的に温度ムラが発生する。
In this embodiment, the region is divided into a plurality of regions, and the
これに対し、内側鋼板11および対流層15を介して、他の電熱シート13からの熱が、非発熱相当箇所に伝達されるため、温度ムラは解消する。すなわち、対流層と電気的並列の相乗効果により、一部断線時でも加熱を継続できる。
On the other hand, since the heat from the other
~付加的構成と効果~
本実施形態では、各構成部材、各領域に電熱シート13を電気的に並列に配設する。これにより、各電熱シート13の設定温度を個別的に設定できる。
-Additional composition and effect-
In this embodiment, the
・ケース1
アスファルト混合物はホッパ6に投入され、バーフィーダ7により搬送される。上流から下流までの時間により、アスファルト混合物の温度は降下する傾向にある。したがって、下流ほど予熱付与機能が高いことが好ましい。
・ Case 1
The asphalt mixture is put into the
例えば、ホッパ側面上段61およびホッパリア面63の設定温度を80度とし、側面下段62およびフロントウイング9の設定温度を90度とする。さらに、バーフィーダ7の設定温度を95度とする。
For example, the set temperature of the
これにより、下流側でも充分な予熱付与効果が得られる。 Thereby, a sufficient preheating effect can be obtained even on the downstream side.
・ケース2
略L字形は隅角部64には、貯蔵時にアスファルト混合物が溜まりやすい。アスファルト混合物の温度は降下すると、塊になりこびり付く。この塊が正常なアスファルト混合物に混じると、舗装品質が劣化するため、好ましくない。
・ Case 2
The generally L-shaped
これに対し、たとえば、ホッパ側面上段61の設定温度を80度とし、側面下段62の設定温度を90度とする一方、ホッパ側面上段61および側面下段62のうち隅角部64直近の領域のみ設定温度を100度とする。すなわち、隅角部64直近の設定温度を、他領域の設定温度以上となるように設定する。
On the other hand, for example, the set temperature of the
これにより、隅角部64にてアスファルト混合物が塊となりにくくなり、舗装品質を確保できる。
This makes it difficult for the asphalt mixture to clump at the
1 クローラ
2 運転席
3 アスファルト混合物投入部
4 スクリュースプレッダ
5 スクリード
6 ホッパ
7 バーフィーダ
8 リア板
9 フロントウイング
10 加温装置
11 内側鋼板
12 外側鋼板
13 電熱シート
14 断熱シート
15 対流層
16 温度センサ
17 制御装置
18 外気センサ
61 ホッパウイング側面上段
62 ホッパウイング側面下段
63 ホッパリア面
71 ボトムプレート
72 回動部
DESCRIPTION OF SYMBOLS 1 Crawler 2 Driver's
Claims (7)
該加温装置は、
該アスファルト混合物投入部の一部を構成し、相対向する内側板部材と外側板部材と、
該内側板部材の内側に密着している面状電熱装置と
を有する
ことを特徴とするアスファルトフィニッシャ。 Equipped with a heating device to heat the asphalt mixture input part of the asphalt finisher,
The heating device
Constituting a part of the asphalt mixture charging part, opposite inner plate member and outer plate member,
An asphalt finisher comprising: a planar electric heating device in close contact with the inner side of the inner plate member.
前記加熱装置は、1または2以上の該構成部品に設けられる
ことを特徴とする請求項1記載のアスファルトフィニッシャ。 The asphalt mixture charging part is composed of hopper wing upper stage, hopper wing lower stage, hopper rear surface, front wing, rear plate, and bar feeder.
The asphalt finisher according to claim 1, wherein the heating device is provided in one or more of the components.
該複数の面状電熱装置は電気的に並列である
ことを特徴とする請求項1または2記載のアスファルトフィニッシャ。 A plurality of the planar electric heating devices are provided,
The asphalt finisher according to claim 1 or 2, wherein the plurality of planar electric heating devices are electrically in parallel.
上位置に設けられる面状電熱装置の設定温度以上となるように、下位置に設けられる面状電熱装置の設定温度が設定される
ことを特徴とする請求項3記載のアスファルトフィニッシャ。 In the plurality of planar electric heating devices,
The asphalt finisher according to claim 3, wherein the set temperature of the planar electric heating device provided at the lower position is set to be equal to or higher than the set temperature of the planar electric heating device provided at the upper position.
前記アスファルト混合物投入部のホッパウイング上段に設けられる面状電熱装置の設定温度以上となるように、ホッパウイング下段に設けられる面状電熱装置の設定温度が設定される
ことを特徴とする請求項3記載のアスファルトフィニッシャ。 In the plurality of planar electric heating devices,
The set temperature of the planar electric heating device provided in the lower hopper wing is set so as to be equal to or higher than the set temperature of the planar electric heating device provided in the upper hopper wing of the asphalt mixture charging unit. Asphalt finisher as described.
該ホッパウイング上段および/またはホッパウイング下段には、複数の面状電熱装置が設けられ、
該複数の面状電熱装置では、該隅角部直近の面状電熱装置の設定温度が、他の面状電熱装置の設定温度以上となるように設定される
ことを特徴とする請求項3記載のアスファルトフィニッシャ。 A corner portion is formed in a continuous portion between the upper hopper wing and the lower hopper wing of the asphalt mixture charging portion,
A plurality of planar electric heating devices are provided on the upper hopper wing and / or the lower hopper wing,
4. The plurality of planar electric heating devices are set such that a set temperature of the planar electric heating device closest to the corner is equal to or higher than a setting temperature of another planar electric heating device. Asphalt finisher.
前記外側板部材の内側に密着している断熱シートと、
前記面状電熱装置と該断熱シートとの間に設けられる対流層と
を有する
ことを特徴とする請求項1~6いずれか記載のアスファルトフィニッシャ。 The heating device is
A heat insulating sheet in close contact with the inside of the outer plate member;
The asphalt finisher according to any one of claims 1 to 6, further comprising a convection layer provided between the planar electric heating device and the heat insulating sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015559362A JP5913760B1 (en) | 2014-09-17 | 2015-07-31 | Asphalt finisher |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2014189141 | 2014-09-17 | ||
| JP2014-189141 | 2014-09-17 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2016042927A1 true WO2016042927A1 (en) | 2016-03-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/JP2015/071751 Ceased WO2016042927A1 (en) | 2014-09-17 | 2015-07-31 | Asphalt finisher |
Country Status (2)
| Country | Link |
|---|---|
| JP (2) | JP5913760B1 (en) |
| WO (1) | WO2016042927A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018150714A (en) * | 2017-03-13 | 2018-09-27 | 世紀東急工業株式会社 | Asphalt finisher |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0344804Y2 (en) * | 1989-06-13 | 1991-09-20 | ||
| JPH11209918A (en) * | 1998-01-29 | 1999-08-03 | Shin Caterpillar Mitsubishi Ltd | Hopper heat reserving device of asphalt finisher |
| JP2000054312A (en) * | 1998-08-04 | 2000-02-22 | Kajima Corp | Asphalt finisher |
| JP2013113028A (en) * | 2011-11-30 | 2013-06-10 | Gaeart Tk:Kk | Asphalt pavement method and asphalt finisher |
-
2015
- 2015-07-31 WO PCT/JP2015/071751 patent/WO2016042927A1/en not_active Ceased
- 2015-07-31 JP JP2015559362A patent/JP5913760B1/en active Active
-
2016
- 2016-03-29 JP JP2016065854A patent/JP2016118094A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0344804Y2 (en) * | 1989-06-13 | 1991-09-20 | ||
| JPH11209918A (en) * | 1998-01-29 | 1999-08-03 | Shin Caterpillar Mitsubishi Ltd | Hopper heat reserving device of asphalt finisher |
| JP2000054312A (en) * | 1998-08-04 | 2000-02-22 | Kajima Corp | Asphalt finisher |
| JP2013113028A (en) * | 2011-11-30 | 2013-06-10 | Gaeart Tk:Kk | Asphalt pavement method and asphalt finisher |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018150714A (en) * | 2017-03-13 | 2018-09-27 | 世紀東急工業株式会社 | Asphalt finisher |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2016118094A (en) | 2016-06-30 |
| JP5913760B1 (en) | 2016-04-27 |
| JPWO2016042927A1 (en) | 2017-04-27 |
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