US20060045624A1 - Screed heating arrangement - Google Patents
Screed heating arrangement Download PDFInfo
- Publication number
- US20060045624A1 US20060045624A1 US11/261,001 US26100105A US2006045624A1 US 20060045624 A1 US20060045624 A1 US 20060045624A1 US 26100105 A US26100105 A US 26100105A US 2006045624 A1 US2006045624 A1 US 2006045624A1
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- US
- United States
- Prior art keywords
- screed
- electric heater
- bonding material
- assembly
- screed plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 238000010438 heat treatment Methods 0.000 title claims abstract description 27
- 239000000463 material Substances 0.000 claims description 44
- 238000000034 method Methods 0.000 claims description 12
- 239000002283 diesel fuel Substances 0.000 claims description 8
- 238000009413 insulation Methods 0.000 claims description 5
- 238000002844 melting Methods 0.000 claims description 5
- 230000008018 melting Effects 0.000 claims description 5
- 239000002904 solvent Substances 0.000 claims description 5
- 239000000295 fuel oil Substances 0.000 claims description 4
- 238000001816 cooling Methods 0.000 claims description 2
- 239000010410 layer Substances 0.000 claims 3
- 239000012790 adhesive layer Substances 0.000 claims 2
- 239000011241 protective layer Substances 0.000 claims 2
- 238000004026 adhesive bonding Methods 0.000 claims 1
- 239000010426 asphalt Substances 0.000 description 15
- 239000004020 conductor Substances 0.000 description 5
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- 238000005056 compaction Methods 0.000 description 3
- 239000002803 fossil fuel Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229920006362 Teflon® Polymers 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 2
- 229920002313 fluoropolymer Polymers 0.000 description 2
- 239000004811 fluoropolymer Substances 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229920001169 thermoplastic Polymers 0.000 description 2
- 239000004416 thermosoftening plastic Substances 0.000 description 2
- 239000003522 acrylic cement Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000003502 gasoline Substances 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 229920003223 poly(pyromellitimide-1,4-diphenyl ether) Polymers 0.000 description 1
- 229920001721 polyimide Polymers 0.000 description 1
- 229920002379 silicone rubber Polymers 0.000 description 1
- 239000004945 silicone rubber Substances 0.000 description 1
- 239000000779 smoke Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Classifications
-
- 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
- E01C19/22—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 consolidating or finishing laid-down unset materials
- E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
- E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
- E01C19/40—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers
- E01C19/407—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers with elements or parts partly or fully immersed in or penetrating into the material to act thereon, e.g. immersed vibrators or vibrating parts, kneading tampers, spaders
-
- 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
- E01C19/4833—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 with tamping or vibrating means for consolidating or finishing, e.g. immersed vibrators, with or without non-vibratory or non-percussive pressing or smoothing means
-
- 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
- E01C2301/00—Machine characteristics, parts or accessories not otherwise provided for
- E01C2301/10—Heated screeds
Definitions
- the present invention relates to asphalt paving machines, and more particularly to an electrically heated screed arrangement.
- the laying of asphalt paving material on road surfaces entails spreading paving material consisting of an aggregate filled bituminous mixture on a prepared roadbed.
- the paving material is spread while hot and is then compacted so that upon cooling a hardened pavement surface is formed.
- Conventional paving machines utilize a heavy assembly termed a “screed” that is drawn behind the paving machine.
- the screed includes a replaceable screed plate that is constructed of a suitable steel, to spread a smooth even layer of paving material on the prepared roadbed.
- the weight of the screed assembly aids to compress the paving material and perform initial compaction of the paving material layer.
- Screed assemblies can include vibratory mechanisms placed directly on the screed plate or separate vibratory tamper bars connected in tandem with the screed plate to aid in the initial compaction of the paving material.
- the screed is typically heated, to a temperature in the range of about 82° to 171° C. (180° to 340° F.). Heating the screed assists the paving material in flowing under the screed and reduces adhesion of the paving material to the screed. If the screed is not adequately heated, the bituminous mixture contacts the bottom of the screed and begins to harden, resulting in buildup of paving material and excessive drag.
- Conventional screed assemblies are commonly heated by fossil fuel powered burners that heat the upper surface of the screed plate by the direct application of flame or hot exhaust gases.
- the use of fossil fuel burners to heat screeds has several drawbacks. Combustion of fossil fuels generates smoke that represents a source of environmental pollution, and also poses a poor working environment for the paving workers. Additionally, because the flames or exhaust gases of the burners actually contact the screed surface, warping may result.
- the contour of the screed determines the quality, evenness or smoothness of the paving material that is being laid down. Screeds are often flexed under extreme tensile loads during use to achieve desired crowning or other surface contours.
- the present invention is directed to overcome one or more of the problems as set forth above.
- a screed heating assembly used on an asphalt paving machine comprising: a screed assembly having at least one screed plate connected thereto; and at least one heating pad assembly bonded directly to an upper surface of said screed plate.
- a method of bonding an electric heater to an upper surface of a screed plate includes positioning a bonding material between the upper surface of the screed plate and the electric heater, applying heat to the electric heater, the bonding material and the screed plate, and melting said bonding material.
- Fig. is a diagrammatic side view of an asphalt paving machine towing a screed assembly embodying the present invention
- FIG. 2 is a plan view of the screed assembly shown in FIG. 1 ;
- FIG. 3 is an enlarged partially exploded diagrammatic end view of the screed assembly of FIG. 2 ;
- FIG. 4 is an enlarged section view of an electrical heater assembly of FIG. 3 ;
- FIG. 5 is a perspective view of the electrical heater assembly of FIG. 3 .
- FIG. 1 an asphalt paving machine 10 is shown with a screed assembly 12 attached to the back thereof.
- the asphalt paving machine 10 is supported by a propelling arrangement 14 that is driven by an engine 16 in a conventional manner.
- the screed assembly 12 is pivotally connected behind the asphalt paving machine 10 by tow arms 18 .
- the screed assembly 12 may be any of a number of configurations such as a fixed width screed or a multiple section screed that includes extensions.
- the screed assembly 12 is provided with a main screed section 20 with a left and a right screed section 22 , 24 .
- the left and right screed sections 22 , 24 are hingably connected to one another along a longitudinal centerline 26 so that various operations, such as crowning, can be performed.
- a screed extension 28 is also provided behind and adjacent to both the left and right screed sections 22 , 24 .
- screed extensions 28 may be positioned in front of the main screed section 20 without departing from the gist of the present invention. Screed extensions 28 are slidably movable, such as by actuators (not shown), so that varying widths of paving material can be laid.
- the screed assembly 12 may also include a tamper bar arrangement 29 positioned forward of the main screed section 20 , as shown in FIGS. 1 and 2 .
- some screed assemblies 12 include a vibratory mechanism (not shown) positioned above the left and right screed sections 22 , 24 and the screed extensions 28 to aid in the initial compaction of the paving material being laid down.
- each of the screed sections 22 , 24 , 28 include a screed plate 30 that is removably connected to and supported by a frame 32 that is reinforced by end plates 34 .
- Screed plate 30 consists of an elongated flat metal plate that is connected to frame 32 as by fasteners.
- a forward leading edge 38 of the screed assembly 12 defines a radiused transition piece 40 that is fastened to the frame forward of the screed plate 30 with the screed plate 30 defining a rearward trailing edge 42 .
- the radiused corner 40 blends into the forward portion of the frame 32 forming an upwardly extending face portion 44 .
- forward refers to the portion of the screed assembly 12 that faces the asphalt paving machine 10
- rearward refers to the portion distal from the asphalt paving machine 10
- the screed assembly 12 is pulled in the forward direction behind the asphalt paving machine 10 , so that the paving material is fed under the radiused corner 40 .
- the screed plate 30 also defines an upper surface 46 and a lower surface 48 positioned between the leading edge 38 and the trailing edge 42 .
- each screed plate 30 is heated by a screed heating arrangement 49 .
- the screed heating arrangement 49 has at least one electric heater 50 positioned on each screed plate 30 .
- the electric heater 50 is configured as a thin, elongate sheet and formed from a resistive conductor 52 , e.g., a thin conductive wire or ribbon sandwiched between a pair of bonding layers 54 and pair of outer layers 56 .
- the pair of bonding layers 54 and the pair of outer layers 56 are for example thermoplastic films.
- the bonding layers 54 are thin layers of a fluoropolymer film sold under the trade name TEFLON® FEP and the outer layers 56 are thin layers of a polyimide film sold under the trade name KAPTON®.
- the thickness of each electric heater 50 is in the range of about 101.6 ⁇ m (0.004 in) to about 355.6 ⁇ m (0.014 in).
- the thickness of the heating pad assembly 50 is about 203.2 ⁇ m (0.008 in).
- the electric heater 50 is fixedly secured to the upper surface 36 of the screed plate 30 that is attached to the frame 32 of each screed section 22 , 24 , 28 by a bonding material 58 .
- the bonding material 58 is for example a thin layer of a fluoropolymer film sold under the trade name TEFLON® FEP having a thickness in the range of about 25.4 ⁇ m (0.001 in) to about 203.2 ⁇ m (0.008 in).
- the thickness of the bonding material 58 is about 76.2 ⁇ m (0.003 in) so that there is an adequate amount of the bonding material 58 to fill the porosities in the screed plate 30 and appropriately secure the electric heater 50 thereto.
- the bonding material 58 may alternately be an acrylic adhesive material or other suitable material that would have acceptable properties of securing the electric heater 50 and still be able to conduct heat to the screed plate 30 .
- at least one electric heater 50 is bonded to each screed plate 30 .
- the screed plate 30 (for both the left screed section 22 and the right screed section 24 ) has two electric heaters 50 .
- the electric heaters 50 are laid end to end and are fixedly secured thereto.
- the screed plate 30 of the screed extensions 28 may only have one electric heater 50 fixedly secured thereto.
- each electric heater 50 may also be desirable to have an electric heater 50 fixedly secured to each tamper bar 29 if such screed assembly 12 is equipped with a tamper bar 29 .
- the length and number of each electric heater 50 varies depending on the length the screed plate 30 for each screed section 22 , 24 , 28 .
- the width of each electric heater 50 however is slightly less than the width of the upper surface 36 of the screed plate 30 for either of the screed sections 22 , 24 , 28 .
- the resistive conductor 52 within each electric heater 50 terminates with a set of leads or electrical conductors 60 that protrude from the electric heater 50 , or as preferably shown in FIG. 5 , there are two resistive conductors 52 that each terminate with a set of leads 60 .
- Each electric heater 50 is connected to an electric power supply 64 , shown in FIG. 1 .
- One suitable electric power supply 64 for the practice of the present invention is an electric generator 66 , with the output connections of the electrical generator 66 being connected to the leads 60 of a corresponding electric heater 50 .
- the electrical generator 66 is operatively connected to the engine 16 of the asphalt paving machine 10 , such as by direct connection or powered by a hydraulic motor (not shown), that is in turn connected to a hydraulic system of the asphalt paving machine 10 .
- the generator 66 may be either an AC or DC generator such as a 12 or 24 volt DC or 110 or 240 AC generator.
- a layer of insulation material 68 is positioned to cover each electric heater 50 and is secured in place by a plurality of straps 70 , to reduce loss of heat from the heating pad assemblies 50 and more effectively transfer the heat to the screed plates 30 .
- Both the insulation material 68 and the plurality of straps 70 are shown in a non-contacting position in FIG. 3 to aid in understanding of the arrangement.
- the plurality of straps 70 are “U” shaped members formed from flat stock and are fastened to the frame 32 of the screed assembly 12 .
- the electric heater 50 is bonded to the screed plate by positioning a bonding material 58 between the electric heater 50 and the screed plate 30 and applying heat.
- the screed plate 30 , the bonding material 58 and the heating pad assembly 50 are heated to a temperature of approximately 299° C. (570° F.) for a duration of about 10 minutes. At this temperature and length of time the bonding material 58 melts and the arrangement is subsequently allowed to cool. Thus securing the electric heater 50 to be fixedly secured to the screed plate 30 .
- the outer layers 56 of each electric heater 50 have several purposes.
- the outer layers 56 serve to surround the resistive conductor 52 and resist damage due to high temperatures while still conducting heat to the screed plate 30 .
- the outer layers 56 are also able to stand up to fluids such as fuel oil, diesel fuel, oil and solvents that may come into contact with the electric heater 50 . These fluids may leak from systems on the asphalt paving machine 10 or used to clean the screed assembly 12 . Due to the fact that the electric heater 50 is extremely thin and bonded to the screed plate 30 allows it to flex with the screed plate 30 during operation.
- the electric heater 50 flexes with the screed plate 30 as the paving machine 10 traverses the road bed were asphalt paving material is being laid. Due to the ultra thin design of the electric heater 50 and the thermoplastic bonding material 58 stresses are kept to a minimum. Heat may be applied to the screed plate 30 either continuously or intermittently, depending on ambient conditions, temperature of the paving material and the speed at which the paving machine 10 is operating. For intermittent operation, the supply of power to the electric heater 50 can be either manually, or automatically through the provision of a control system and sensors that monitor the temperature of the screed plate 30 .
- the configuration of the screed heating arrangement 49 of the present invention allows for rapid heating of the screed assembly 12 to operation temperature.
- Screed plates 30 are conventionally operated at temperatures ranging from 82° C. (180° F.) to 171° C. (340° F.).
- the entire screed assembly 12 i.e., the main screed section 20 and the screed extensions 28 ) can be brought up to an operating temperature of 104° C. (220° F.) in about 30 minutes.
- the screed heating arrangement 49 described above offers improvements that previous designs do not. For example, the stresses that are present with rigid heating elements or those induced due to the manner in which the heating element is attached to the screed plate are not present.
- the present design also offers an electrical heater 50 that has better wear and abrasion resistance and better resistance to industrial fluids and natural elements, such as, ultra violet and moisture than any previous design.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
Abstract
A screed heating arrangement is provided for a screed assembly that is towed behind a paving machine. The screed heating arrangement includes at least one electric heater bonded to an upper surface of a screed plate.
Description
- The present invention relates to asphalt paving machines, and more particularly to an electrically heated screed arrangement.
- The laying of asphalt paving material on road surfaces entails spreading paving material consisting of an aggregate filled bituminous mixture on a prepared roadbed. The paving material is spread while hot and is then compacted so that upon cooling a hardened pavement surface is formed. Conventional paving machines utilize a heavy assembly termed a “screed” that is drawn behind the paving machine. The screed includes a replaceable screed plate that is constructed of a suitable steel, to spread a smooth even layer of paving material on the prepared roadbed. The weight of the screed assembly aids to compress the paving material and perform initial compaction of the paving material layer. Screed assemblies can include vibratory mechanisms placed directly on the screed plate or separate vibratory tamper bars connected in tandem with the screed plate to aid in the initial compaction of the paving material.
- To facilitate laying of the paving material, the screed is typically heated, to a temperature in the range of about 82° to 171° C. (180° to 340° F.). Heating the screed assists the paving material in flowing under the screed and reduces adhesion of the paving material to the screed. If the screed is not adequately heated, the bituminous mixture contacts the bottom of the screed and begins to harden, resulting in buildup of paving material and excessive drag.
- Conventional screed assemblies are commonly heated by fossil fuel powered burners that heat the upper surface of the screed plate by the direct application of flame or hot exhaust gases. The use of fossil fuel burners to heat screeds has several drawbacks. Combustion of fossil fuels generates smoke that represents a source of environmental pollution, and also poses a poor working environment for the paving workers. Additionally, because the flames or exhaust gases of the burners actually contact the screed surface, warping may result. The contour of the screed determines the quality, evenness or smoothness of the paving material that is being laid down. Screeds are often flexed under extreme tensile loads during use to achieve desired crowning or other surface contours.
- One alternate heating system that represents an improvement in the environmental drawbacks is disclosed in U.S. Pat. No. RE 36,981 issued Dec. 5, 2000 to Ralph Birtchet and assigned to Universal Screed Inc. This patent discloses the use of an elastomeric electrically powered heating pad assembly positioned on the upper surface of the screed with a layer of insulation placed on top of the heating pad assembly. Then, a heavy steel grid member is placed on top of the insulation to hold the heating pad assembly and the insulation in place. The elastomeric material is specifically defined in this patent as being silicone rubber which has poor resistance to tear and abrasion and poor to fair resistance to fluids such as oil, gasoline, and solvents. Additionally, the design requires loose components placed on top of one another to maintain full contact of the heating pad with the screed.
- The present invention is directed to overcome one or more of the problems as set forth above.
- In one aspect of the present invention a screed heating assembly used on an asphalt paving machine, comprising: a screed assembly having at least one screed plate connected thereto; and at least one heating pad assembly bonded directly to an upper surface of said screed plate.
- In yet another aspect of the present invention a method of bonding an electric heater to an upper surface of a screed plate is provided. The method includes positioning a bonding material between the upper surface of the screed plate and the electric heater, applying heat to the electric heater, the bonding material and the screed plate, and melting said bonding material.
- Fig. is a diagrammatic side view of an asphalt paving machine towing a screed assembly embodying the present invention;
-
FIG. 2 is a plan view of the screed assembly shown inFIG. 1 ; -
FIG. 3 is an enlarged partially exploded diagrammatic end view of the screed assembly ofFIG. 2 ; -
FIG. 4 is an enlarged section view of an electrical heater assembly ofFIG. 3 ; and -
FIG. 5 is a perspective view of the electrical heater assembly ofFIG. 3 . - Referring to the drawings, specifically
FIG. 1 , anasphalt paving machine 10 is shown with ascreed assembly 12 attached to the back thereof. Theasphalt paving machine 10 is supported by apropelling arrangement 14 that is driven by anengine 16 in a conventional manner. - The screed
assembly 12 is pivotally connected behind theasphalt paving machine 10 bytow arms 18. The screedassembly 12 may be any of a number of configurations such as a fixed width screed or a multiple section screed that includes extensions. As shown inFIG. 2 , thescreed assembly 12 is provided with a main screedsection 20 with a left and a right screed 22, 24. The left and rightsection 22, 24 are hingably connected to one another along ascreed sections longitudinal centerline 26 so that various operations, such as crowning, can be performed. A screedextension 28 is also provided behind and adjacent to both the left and right 22, 24. It should also be understood that screedscreed sections extensions 28 may be positioned in front of the main screedsection 20 without departing from the gist of the present invention. Screedextensions 28 are slidably movable, such as by actuators (not shown), so that varying widths of paving material can be laid. Thescreed assembly 12 may also include atamper bar arrangement 29 positioned forward of the main screedsection 20, as shown inFIGS. 1 and 2 . Alternatively, somescreed assemblies 12 include a vibratory mechanism (not shown) positioned above the left and right 22, 24 and the screedscreed sections extensions 28 to aid in the initial compaction of the paving material being laid down. - Referring now to
FIGS. 2 and 3 , each of the 22, 24, 28 include ascreed sections screed plate 30 that is removably connected to and supported by aframe 32 that is reinforced byend plates 34.Screed plate 30 consists of an elongated flat metal plate that is connected toframe 32 as by fasteners. A forward leadingedge 38 of the screedassembly 12 defines aradiused transition piece 40 that is fastened to the frame forward of thescreed plate 30 with thescreed plate 30 defining a rearwardtrailing edge 42. Theradiused corner 40 blends into the forward portion of theframe 32 forming an upwardly extendingface portion 44. As used herein throughout, “forward” refers to the portion of thescreed assembly 12 that faces theasphalt paving machine 10, while “rearward” refers to the portion distal from theasphalt paving machine 10. In use, thescreed assembly 12 is pulled in the forward direction behind theasphalt paving machine 10, so that the paving material is fed under theradiused corner 40. Thescreed plate 30 also defines anupper surface 46 and alower surface 48 positioned between the leadingedge 38 and thetrailing edge 42. - Now referring to
FIGS. 3 and 4 , each screedplate 30 is heated by a screedheating arrangement 49. The screedheating arrangement 49 has at least oneelectric heater 50 positioned on each screedplate 30. Theelectric heater 50 is configured as a thin, elongate sheet and formed from aresistive conductor 52, e.g., a thin conductive wire or ribbon sandwiched between a pair ofbonding layers 54 and pair ofouter layers 56. The pair ofbonding layers 54 and the pair ofouter layers 56 are for example thermoplastic films. For example, thebonding layers 54 are thin layers of a fluoropolymer film sold under the trade name TEFLON® FEP and theouter layers 56 are thin layers of a polyimide film sold under the trade name KAPTON®. The thickness of eachelectric heater 50 is in the range of about 101.6 μm (0.004 in) to about 355.6 μm (0.014 in). Preferably, the thickness of theheating pad assembly 50 is about 203.2 μm (0.008 in). - As shown in
FIG. 3 , theelectric heater 50 is fixedly secured to the upper surface 36 of thescreed plate 30 that is attached to theframe 32 of each screed 22, 24, 28 by asection bonding material 58. Thebonding material 58 is for example a thin layer of a fluoropolymer film sold under the trade name TEFLON® FEP having a thickness in the range of about 25.4 μm (0.001 in) to about 203.2 μm (0.008 in). Preferably, the thickness of thebonding material 58 is about 76.2 μm (0.003 in) so that there is an adequate amount of thebonding material 58 to fill the porosities in thescreed plate 30 and appropriately secure theelectric heater 50 thereto. Thebonding material 58 may alternately be an acrylic adhesive material or other suitable material that would have acceptable properties of securing theelectric heater 50 and still be able to conduct heat to thescreed plate 30. Thus, at least oneelectric heater 50 is bonded to eachscreed plate 30. Preferably, as shown inFIG. 5 , the screed plate 30 (for both theleft screed section 22 and the right screed section 24) has twoelectric heaters 50. Theelectric heaters 50 are laid end to end and are fixedly secured thereto. Thescreed plate 30 of thescreed extensions 28 may only have oneelectric heater 50 fixedly secured thereto. It may also be desirable to have anelectric heater 50 fixedly secured to eachtamper bar 29 ifsuch screed assembly 12 is equipped with atamper bar 29. The length and number of eachelectric heater 50 varies depending on the length thescreed plate 30 for each 22, 24, 28. The width of eachscreed section electric heater 50 however is slightly less than the width of the upper surface 36 of thescreed plate 30 for either of the 22, 24, 28. Thescreed sections resistive conductor 52 within eachelectric heater 50 terminates with a set of leads orelectrical conductors 60 that protrude from theelectric heater 50, or as preferably shown inFIG. 5 , there are tworesistive conductors 52 that each terminate with a set of leads 60. - Each
electric heater 50 is connected to anelectric power supply 64, shown inFIG. 1 . One suitableelectric power supply 64 for the practice of the present invention is anelectric generator 66, with the output connections of theelectrical generator 66 being connected to theleads 60 of a correspondingelectric heater 50. Theelectrical generator 66 is operatively connected to theengine 16 of theasphalt paving machine 10, such as by direct connection or powered by a hydraulic motor (not shown), that is in turn connected to a hydraulic system of theasphalt paving machine 10. Thegenerator 66 may be either an AC or DC generator such as a 12 or 24 volt DC or 110 or 240 AC generator. - Referring again to
FIG. 3 , a layer ofinsulation material 68 is positioned to cover eachelectric heater 50 and is secured in place by a plurality ofstraps 70, to reduce loss of heat from theheating pad assemblies 50 and more effectively transfer the heat to thescreed plates 30. Both theinsulation material 68 and the plurality ofstraps 70 are shown in a non-contacting position inFIG. 3 to aid in understanding of the arrangement. The plurality ofstraps 70 are “U” shaped members formed from flat stock and are fastened to theframe 32 of thescreed assembly 12. - The
electric heater 50 is bonded to the screed plate by positioning abonding material 58 between theelectric heater 50 and thescreed plate 30 and applying heat. Thescreed plate 30, thebonding material 58 and theheating pad assembly 50 are heated to a temperature of approximately 299° C. (570° F.) for a duration of about 10 minutes. At this temperature and length of time thebonding material 58 melts and the arrangement is subsequently allowed to cool. Thus securing theelectric heater 50 to be fixedly secured to thescreed plate 30. - Once bonded to the
screed plate 30, theouter layers 56 of eachelectric heater 50 have several purposes. Theouter layers 56 serve to surround theresistive conductor 52 and resist damage due to high temperatures while still conducting heat to thescreed plate 30. Theouter layers 56 are also able to stand up to fluids such as fuel oil, diesel fuel, oil and solvents that may come into contact with theelectric heater 50. These fluids may leak from systems on theasphalt paving machine 10 or used to clean thescreed assembly 12. Due to the fact that theelectric heater 50 is extremely thin and bonded to thescreed plate 30 allows it to flex with thescreed plate 30 during operation. - During operation of the
asphalt paving machine 10, theelectric heater 50 flexes with thescreed plate 30 as the pavingmachine 10 traverses the road bed were asphalt paving material is being laid. Due to the ultra thin design of theelectric heater 50 and thethermoplastic bonding material 58 stresses are kept to a minimum. Heat may be applied to thescreed plate 30 either continuously or intermittently, depending on ambient conditions, temperature of the paving material and the speed at which the pavingmachine 10 is operating. For intermittent operation, the supply of power to theelectric heater 50 can be either manually, or automatically through the provision of a control system and sensors that monitor the temperature of thescreed plate 30. - The configuration of the
screed heating arrangement 49 of the present invention allows for rapid heating of thescreed assembly 12 to operation temperature.Screed plates 30 are conventionally operated at temperatures ranging from 82° C. (180° F.) to 171° C. (340° F.). The entire screed assembly 12 (i.e., themain screed section 20 and the screed extensions 28) can be brought up to an operating temperature of 104° C. (220° F.) in about 30 minutes. - The
screed heating arrangement 49 described above offers improvements that previous designs do not. For example, the stresses that are present with rigid heating elements or those induced due to the manner in which the heating element is attached to the screed plate are not present. The present design also offers anelectrical heater 50 that has better wear and abrasion resistance and better resistance to industrial fluids and natural elements, such as, ultra violet and moisture than any previous design.
Claims (19)
1-21. (canceled)
22. A screed assembly comprising:
at least one screed section that includes a screed plate positioned between an upper surface and a lower surface; and
a screed heating arrangement that includes a thin sheet electric heater bonded to the upper surface with an adhesive bonding material.
23. The screed assembly of claim 22 wherein the thin sheet electric heater includes an outer layer made of a material that is damage resistant to fuel oil, diesel fuel, oil and solvents.
24. The screed assembly of claim 22 wherein the bonding material has a melting temperature that is greater than a conventional screed assembly operating temperature.
25. The screed assembly of claim 22 including a layer of insulation covering the thin sheet electric heater.
26. The screed assembly of claim 22 wherein the thin sheet electric heater is operable to flex with the screed plate.
27. The screed assembly of claim 22 wherein the bonding material fills porosities in the upper surface of the screed plate.
28. The screed assembly of claim 26 wherein the bonding material has a melting temperature that is greater than a conventional screed assembly operating temperature.
29. The screed assembly of claim 28 wherein the thin sheet electric heater is operable to flex with the screed plate.
30. A method making a screed assembly, comprising the steps of:
selecting a bonding material with a melting temperature that is greater than a screed assembly operating temperature;
positioning the bonding material between a thin sheet electric heater and an upper surface of a screed plate;
heating the bonding material, the thin sheet electric heater and the upper surface of the screed plate sufficiently to melt the bonding material; and
cooling the bonding material, the thin sheet electric heater and the upper surface of the screed plate.
31. The method of claim 30 wherein the positioning and heating steps includes a step of filling porosities in the upper surface of the screed plate with the bonding material.
32. The method of claim 30 including a step of protecting the electric heater from fuel oil, diesel fuel, oil and solvents at least in part by covering the electric heater with an outer protective layer.
33. The method of claim 30 including a step of insulating the electric heater at least in part by positioning a layer of insulation adjacent the electric heater.
34. The method of claim 33 including a step of protecting the electric heater from fuel oil, diesel fuel, oil and solvents at least in part by covering the electric heater with an outer protective layer.
35. The method of claim 34 wherein the positioning and heating steps includes a step of filling porosities in the upper surface of the screed plate with the bonding material.
36. A method of operating a screed assembly, comprising the steps of:
heating a screed plate with an electric heater at least in part by conducting heat from an electric heater, through an adhesive layer, to an upper surface of a screed plate; and
applying heat to a paving material with the screed plate.
37. The method of claim 36 including a step of flexing screed plate during the applying step; and
flexing the electrical heater with the screed plate.
38. The method of claim 36 wherein the heating step includes a step of maintaining a temperature of the adhesive layer below its melting temperature.
39. The method of claim 38 including a step of flexing screed plate during the applying step; and
flexing the electrical heater with the screed plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/261,001 US20060045624A1 (en) | 2002-10-30 | 2005-10-28 | Screed heating arrangement |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/284,111 US6981820B2 (en) | 2002-10-30 | 2002-10-30 | Screed heating arrangement |
| US11/261,001 US20060045624A1 (en) | 2002-10-30 | 2005-10-28 | Screed heating arrangement |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/284,111 Continuation US6981820B2 (en) | 2002-10-30 | 2002-10-30 | Screed heating arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20060045624A1 true US20060045624A1 (en) | 2006-03-02 |
Family
ID=32093517
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/284,111 Expired - Fee Related US6981820B2 (en) | 2002-10-30 | 2002-10-30 | Screed heating arrangement |
| US11/261,001 Abandoned US20060045624A1 (en) | 2002-10-30 | 2005-10-28 | Screed heating arrangement |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/284,111 Expired - Fee Related US6981820B2 (en) | 2002-10-30 | 2002-10-30 | Screed heating arrangement |
Country Status (2)
| Country | Link |
|---|---|
| US (2) | US6981820B2 (en) |
| EP (1) | EP1416090A3 (en) |
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| US10974726B2 (en) * | 2015-09-23 | 2021-04-13 | Volvo Construction Equipment Ab | Method for operating a self-propelling road paver and road paver therefor |
| US20190047569A1 (en) * | 2015-09-23 | 2019-02-14 | Volvo Construction Equipment Ab | Method for operating a self-propelling road paver and road paver therefor |
| USD866618S1 (en) * | 2018-03-16 | 2019-11-12 | Wirtgen Gmbh | Body panels for a road milling machine |
| USD888781S1 (en) * | 2018-06-04 | 2020-06-30 | Bomag Gmbh | Paver |
| USD888782S1 (en) * | 2018-06-04 | 2020-06-30 | Bomag Gmbh | Paver |
| USD894243S1 (en) | 2018-06-04 | 2020-08-25 | Bomag Gmbh | Side door of a paver |
| USD894242S1 (en) | 2018-06-04 | 2020-08-25 | Bomag Gmbh | Dashboard protection |
| USD895557S1 (en) | 2018-06-04 | 2020-09-08 | Bomag Gmbh | Dashboard for paver |
| USD888780S1 (en) * | 2018-06-04 | 2020-06-30 | Bomag Gmbh | Paver |
Also Published As
| Publication number | Publication date |
|---|---|
| US6981820B2 (en) | 2006-01-03 |
| US20040086336A1 (en) | 2004-05-06 |
| EP1416090A2 (en) | 2004-05-06 |
| EP1416090A3 (en) | 2005-01-19 |
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| STCB | Information on status: application discontinuation |
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