[go: up one dir, main page]

US2053709A - Road reconditioning method and machine - Google Patents

Road reconditioning method and machine Download PDF

Info

Publication number
US2053709A
US2053709A US727367A US72736734A US2053709A US 2053709 A US2053709 A US 2053709A US 727367 A US727367 A US 727367A US 72736734 A US72736734 A US 72736734A US 2053709 A US2053709 A US 2053709A
Authority
US
United States
Prior art keywords
road
binder
machine
frame
old
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.)
Expired - Lifetime
Application number
US727367A
Inventor
Benjamin H Flynn
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US727367A priority Critical patent/US2053709A/en
Application granted granted Critical
Publication of US2053709A publication Critical patent/US2053709A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • 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
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/065Recycling in place or on the road, i.e. hot or cold reprocessing of paving in situ or on the traffic surface, with or without adding virgin material or lifting of salvaged material; Repairs or resurfacing involving at least partial reprocessing of the existing paving
    • 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
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/08Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for roughening or patterning; for removing the surface down to a predetermined depth high spots or material bonded to the surface, e.g. markings; for maintaining earth roads, clay courts or like surfaces by means of surface working tools, e.g. scarifiers, levelling blades
    • E01C23/085Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for roughening or patterning; for removing the surface down to a predetermined depth high spots or material bonded to the surface, e.g. markings; for maintaining earth roads, clay courts or like surfaces by means of surface working tools, e.g. scarifiers, levelling blades using power-driven tools, e.g. vibratory tools
    • E01C23/088Rotary tools, e.g. milling drums

Definitions

  • the invention relates to the reconditioning of 5 gravel roads, asphalt roads, bitulithic roads, etc., after the surfaces thereof have become so rough and/or undulatory that even the most careful resurfacing in the customary ways will not restore them to the smoothness required.
  • Fig. l is a' dia'granimshtving the preferred method steps used .in reconditioning a bitulithic or similar road in accordance with the invention.
  • Fig. 2 is a top plan view showing one machine which may be used in carrying out the method.
  • Fig. 3 is a vertical transverse sectional view on line 3-3 of Fig. 2, showing in addition to the machine structure that the surface material hewn off from the road surface may be sprayed with a binder while it is being thrown rearwardly 40 through the air.
  • This disintegrated material 9 is spread, for instance, as indicated at S, upon the newly formed sub-surface 6, is then sprayed with cut-back asphalt or other suitable binder as denoted at B, is then 5 sprinkled with sand and/or fine gravel by brushing said sand and/or gravel onto the material or otherwise applying it as indicated at S', and the road is then nally rolled as indicated at R, providing a new smooth surface N.
  • the old surface is violently hewn off in small fragments by downwardly and rearwardly directed blows, and under the influence of these blows, the fragments are thrown rearwardly through the air and scattered upon the newly formed l5 ⁇ sub-surface 6.
  • the fragments of the latter may be sprayed with a binder B While said fragments spin, whirl, etc. in the air during the rearward throwing and scattering thereof.
  • Application of the binder to the warm fragments during their travel insures that said fragments shall be effectively covered to produce a Well bonded new surface for the completely reconditioned road.
  • the machine which I have illustrated is well adapted for performing the hewing, spreading and binder-applying operations.
  • This machine possesses a frame II of a width to extend across a road to be reconditioned, said frame having Wheels I2 to travel upon tracks I2 laid temporarily.
  • a clutch-equipped gas engine or the like I3 is mounted, and by means of shafting I4, I5, I6, I1 and I8, gearing I9, and transmissions 20 and 2
  • a transverse rotary cutter 22 is mounted onthe 55 frame I I and includes a plurality of cutting teeth 23 for hewing off and disintegrating the old road surface, forming the accurate sub-surface 6, and rearwardly throwing and scattering the disintegrated material onto said sub-surface.
  • the teeth 23 are radially adjustable in clamps 24 carried by a heavy drum 25 which constitutes the body of the cutter 22, and said teeth may therefore be readily adjusted to suit the crown ofthe road.
  • a tank 29 to contain the binder, and a burner 30 may be provided for heating said tank if the bin-der used requires such heating.
  • is carried by the frame II in position to spray the binder upon the disintegrated surface material as it is thrown rearwardly by the cutter 22, and valved piping 32 connects said spray means with the tank 28.
  • an air compressor 33 driven by a chain 34 from shaft I4, or in other desired way, is provided t0 supply air under pressure to tank 23 to facilitate the discharge of binder therefrom and to effect forcible spraying of said binder onto the disintegrated material.
  • the road-heating means in advance of the parts of the machine above described may be of any appropriate type for applying any suitable heating medium to raise the road surface to the required temperature, and said road-heating lmeans may be discontinued or lifted whenever it is necessary to stop the machine, preventing excessive heating and melting of the road-way.
  • two vertically swingable bars 35 extend forwardly from the frame of the machine and are pivoted at their rear ends to said frame as shown at 36, the front ends of said bars being provided with skids 31 to travel along the road.
  • the bars 35 are connected by two transverse bars 38 to which chains 39 are anchored, these chains being connected to the top 40 of a hood.
  • Hood front and rear walls 4I and 42 are preferably pivoted at 43 and 44 respectively to the front and rear edges of the top 40, the lower edges of said walls being shaped to provide skids 45 and 46.
  • a burner composed of a plurality of continuous fuel-heating pipes 41 which are xedly mounted in any suitable way, the upper reaches of said pipes being secured to a header pipe 48 to which a supply pipe 49 leads from a suitable liquid fuel tank 50 on the frame of the machine.
  • the lower reaches of the continuous pipes 41 are provided with discharge perforations and when the burners are ignited, jets of flame 5I tare produced.
  • the heat from the flame is concentrated by the hood onto the roadway and the latter maybe heated to the desired temperature as rapidly as' the machine advances.'
  • the front' and rear walls 4I and 42 of the hood may be swung upwardly when it is necessary to stop the machine so that the cutter 22. is notvertoo much heat will not at that time be concentrated on the roadway, or the arms 35 may be raised. bodily raising the whole heating means, or the fuel supply may be cut off.
  • the temperature of the road be sufficiently high, it will not be necessary to further heat it. However, working the road at from 125 to 150 F. if the roadway be provided with a thermoplastic binder such as asphalt, allows much easier hewing off of the old surface without the formation of a large amount of dust to interfere with proper bonding of the new surface to the old bed.
  • a method of reconditioning a gravel, asphaltic or similar hard surface road the steps of so delivering hewing blows to the surface material of said road as to disintegrate the old surface material and establish an accurate surface on the pre-settled and pre-compacted road bed, confining said blows to such directions and delivering them with such force as to throw the disintegrated surface material over the newly formed accurate surface of the road bed, spraying a binder onto said thrown disintegrated surface material before it comes to rest to coat all sides of the fragments, and compacting the coated disintegrated material on said accurate surface of the road bed.
  • a road reconditioning machine comprising a mobile frame and means for propelling it along a road, a transverse rotatably mounted cutter on said frame having longitudinally spaced chisellike teeth for hewing off the old road surface, means for rotating said cutter in a direction to cause the teeth at the lower side thereof to move rearwardly, causing said teeth to rearwardly scatter the hewn offl fragments through the air onto the road, a tank mounted on said frame to contain a binder, spray means mounted on the frame in position to discharge the binder onto the rearwardly scattered fragments of surface material while said fragments are in the air to coat all sides of said fragments, and means for conducting the binder from said tank to said spray means.
  • power-driven means on said frame behind said heating means for hewing of! and disintegrating the warm surface material and leaving an accurate surface on the road bed.
  • said power-driven means being driven downwardly and rearwardly at such speed as to rearwardly scatter the warm disintegrating surface material over the newly formed surface of the road bed, and means on said frame behind said powerdriven means for spraying a binder upon the warm rearwardly thrown disintegrated material before it comes to rest. to coat all sides of the fragments.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Repair (AREA)

Description

B. HA FLYNN 2,053,709 ROAD RECONDITIONING yMETHOD AND MACHINE- h Sept.. 8, 1956.
2 Sheets-Sheet l Filed May 24, 1934 v S14/vento@ fly/wv x. NN ww.
viv
B. H. FLYNN Sept. 8, 1936.
ROAD RECONDITIONUIG` METHOD AND MACHINE Filed May 24, 1934 2 Sheets-Sheet 2 frm @lt/tm" ms.
Patented Sept. 8, 1936 UNITED STATES PATENT OFFICE ROAD RECONDITIONING METHOD AND MACHINE Claims.
This application is a continuation in part of my U. S. application Serial No. 692,880, filed October 9, 1933.
The invention relates to the reconditioning of 5 gravel roads, asphalt roads, bitulithic roads, etc., after the surfaces thereof have become so rough and/or undulatory that even the most careful resurfacing in the customary ways will not restore them to the smoothness required. When roadways reach this condition, it is customary to scarify or plow up the entire road bed and reconstruct the road, but in so doing, not only is great expense incurred, but compaction produced by years of use and settling, is lost, and the new road bed is subject to the same uneven compaction and settling as the old, which will in time destroy its smoothness;A It -is the object of my invention, however, to provide for effectively reconditioning the surfaces of roads which have become rough and/or undulatory, without disturbing anything but the surface material, and moreover to provide for re-use of this material.
With the foregoing in View, the invention resides in the novel subject matter hereinafter described and claimed, description being accomplished by reference tojth ompanying drawings.
Fig. l is a' dia'granimshtving the preferred method steps used .in reconditioning a bitulithic or similar road in accordance with the invention.
Fig. 2 is a top plan view showing one machine which may be used in carrying out the method.
Fig. 3 is a vertical transverse sectional view on line 3-3 of Fig. 2, showing in addition to the machine structure that the surface material hewn off from the road surface may be sprayed with a binder while it is being thrown rearwardly 40 through the air.
In the preferred way of practicing the invention, particularly on bitulithic and similar roads having a thermo-plastic or similar binder, I first heat the road surface to from 125 to 150 F., as illustrated at H in Fig. 1, thereby preparing the surface material for disintegration and for subsequent reception of fresh binder. I then hew off as at H', the old road surface 5 to a depth determined by its condition, thereby establishing an accurate sub-surface B upon the original road-bed 'I, but I do not disturb this bed which has become thoroughly compacted and settled by use. In hewing off the old surface, a myriad of small chisel-like cuts 8 are made to effectively disintegrate the old surface material and render it fit for further use. This disintegrated material 9 is spread, for instance, as indicated at S, upon the newly formed sub-surface 6, is then sprayed with cut-back asphalt or other suitable binder as denoted at B, is then 5 sprinkled with sand and/or fine gravel by brushing said sand and/or gravel onto the material or otherwise applying it as indicated at S', and the road is then nally rolled as indicated at R, providing a new smooth surface N.
The old surface is violently hewn off in small fragments by downwardly and rearwardly directed blows, and under the influence of these blows, the fragments are thrown rearwardly through the air and scattered upon the newly formed l5` sub-surface 6. If the old road surface be in such condition that it is not necessary to further spread or smooth the hewn off material M, the fragments of the latter may be sprayed with a binder B While said fragments spin, whirl, etc. in the air during the rearward throwing and scattering thereof. Application of the binder to the warm fragments during their travel, insures that said fragments shall be effectively covered to produce a Well bonded new surface for the completely reconditioned road. Whenever the road is in such condition as to require the hewn off material M to be smoothed or further spread, and this is usually the case, the spraying on of binder iseifected after such further spreading or smoothing. In either instance, when the sand and/or gravel is/are spread upon the binder-coated disintegrated material and the whole rolled, such sand and/or gravel will become effectively united with the coated fragments, producing an excellent surface tenaciously bound to the old road-bed and more solidly supported than the original surface, due to the already settled and compact condition of the old bed. The reconditioned road-bed will therefore be more lasting and less liable to weaken and/or become wavy.
The machine which I have illustrated is well adapted for performing the hewing, spreading and binder-applying operations. This machine possesses a frame II of a width to extend across a road to be reconditioned, said frame having Wheels I2 to travel upon tracks I2 laid temporarily. Upon the frame II, a clutch-equipped gas engine or the like I3 is mounted, and by means of shafting I4, I5, I6, I1 and I8, gearing I9, and transmissions 20 and 2|, or other desired driving connections, said engine drives the Wheels I2 to propel the machine along the road.
A transverse rotary cutter 22 is mounted onthe 55 frame I I and includes a plurality of cutting teeth 23 for hewing off and disintegrating the old road surface, forming the accurate sub-surface 6, and rearwardly throwing and scattering the disintegrated material onto said sub-surface. The teeth 23 are radially adjustable in clamps 24 carried by a heavy drum 25 which constitutes the body of the cutter 22, and said teeth may therefore be readily adjusted to suit the crown ofthe road.
In the present showing, ticaily adjustable upon the frame I I, and to raise or lower said cutter, said frame is raised or lowered upon the wheels I2, suitable means 26 being provided for this purpose. It is to be understood however, that the cutter could well be mounted for vertical adjustment with respect to the frame if desired, instead of providing for vertically adjusting said frame.
For driving the cutter 22, I have shown sprockets 21 and a chain 28, operatively connecting said cutter with the shaft I4. Other adequate provision however, could well be made for driving the cutter.
Mounted on the frame II is a tank 29 to contain the binder, and a burner 30 may be provided for heating said tank if the bin-der used requires such heating. A spray pipe or other adequate spraying means 3| is carried by the frame II in position to spray the binder upon the disintegrated surface material as it is thrown rearwardly by the cutter 22, and valved piping 32 connects said spray means with the tank 28. Preferably, an air compressor 33, driven by a chain 34 from shaft I4, or in other desired way, is provided t0 supply air under pressure to tank 23 to facilitate the discharge of binder therefrom and to effect forcible spraying of said binder onto the disintegrated material.
The road-heating means in advance of the parts of the machine above described, may be of any appropriate type for applying any suitable heating medium to raise the road surface to the required temperature, and said road-heating lmeans may be discontinued or lifted whenever it is necessary to stop the machine, preventing excessive heating and melting of the road-way.
In the present disclosure, two vertically swingable bars 35 extend forwardly from the frame of the machine and are pivoted at their rear ends to said frame as shown at 36, the front ends of said bars being provided with skids 31 to travel along the road. The bars 35 are connected by two transverse bars 38 to which chains 39 are anchored, these chains being connected to the top 40 of a hood. Hood front and rear walls 4I and 42 are preferably pivoted at 43 and 44 respectively to the front and rear edges of the top 40, the lower edges of said walls being shaped to provide skids 45 and 46. Within the hood, is a burner composed of a plurality of continuous fuel-heating pipes 41 which are xedly mounted in any suitable way, the upper reaches of said pipes being secured to a header pipe 48 to which a supply pipe 49 leads from a suitable liquid fuel tank 50 on the frame of the machine. The lower reaches of the continuous pipes 41 are provided with discharge perforations and when the burners are ignited, jets of flame 5I tare produced. The heat from the flame is concentrated by the hood onto the roadway and the latter maybe heated to the desired temperature as rapidly as' the machine advances.' The front' and rear walls 4I and 42 of the hood may be swung upwardly when it is necessary to stop the machine so that the cutter 22. is notvertoo much heat will not at that time be concentrated on the roadway, or the arms 35 may be raised. bodily raising the whole heating means, or the fuel supply may be cut off.
It will be seen from the abovethat I have made unique provision for reconditioning roads whose surfaces have become rough and/or undulatory. Inactually practicing theinvention upon an old bituminous asphalt road, the old surface materiaiwas hewnoff to provide a smooth sub-surface,and the material sol disintegrated was almost in the same condition as that of cold mixed asphalt top when the latter is first spread. This disintegrated material, replaced and rolled, provided for a smooth, new road surface. Also, a badlyworn out bitulithic roadway has been successfully reconditioned with the invention and engineersand various others who have inspected the finished job Vhave considered the road much better than the original road was when new.
If the temperature of the road be sufficiently high, it will not be necessary to further heat it. However, working the road at from 125 to 150 F. if the roadway be provided with a thermoplastic binder such as asphalt, allows much easier hewing off of the old surface without the formation of a large amount of dust to interfere with proper bonding of the new surface to the old bed.
While excellent results may be obtained from the specific method steps and machine structure herein disclosed, it is to be understood that variations may be made within the scope of the invention as claimed, and that the present disclosure is therefore illustrative rather than limiting.
I claim:
1. In a method of reconditioning a gravel, asphaltic or similar hard surface road, the steps of so delivering hewing blows to the surface material of said road as to disintegrate the old surface material and establish an accurate surface on the pre-settled and pre-compacted road bed, confining said blows to such directions and delivering them with such force as to throw the disintegrated surface material over the newly formed accurate surface of the road bed, spraying a binder onto said thrown disintegrated surface material before it comes to rest to coat all sides of the fragments, and compacting the coated disintegrated material on said accurate surface of the road bed.
2. In a method of reconditioning a gravel, asphaltic or similar hard surface roadway having a thermo-plastic or similar binder, the steps of' heating the surface material to prepare it for disintegration and subsequent reception of binder, so delivering hewing blows to the heated surface material as to disintegrate the same and form ar, accurate surface on the pre-settled and prf;
compacted road bed,conning said blows to sum` directions and delivering them with such force to throw the warm disintegrated surface ma terial over the newly formed surface of the road bed, spraying a binder upon said thrown warm disintegrated surface material before it comes to rest to coat all sides of the warm fragments, and compacting the coated disintegrated material on i said accurate surface of the road bed.
like teeth each of la width innitesimal with respect to the width of the road, and means mounted on said frame for applying a binder to the disintegrated material while it is being rearwardly scattered.
4. A road reconditioning machine comprising a mobile frame and means for propelling it along a road, a transverse rotatably mounted cutter on said frame having longitudinally spaced chisellike teeth for hewing off the old road surface, means for rotating said cutter in a direction to cause the teeth at the lower side thereof to move rearwardly, causing said teeth to rearwardly scatter the hewn offl fragments through the air onto the road, a tank mounted on said frame to contain a binder, spray means mounted on the frame in position to discharge the binder onto the rearwardly scattered fragments of surface material while said fragments are in the air to coat all sides of said fragments, and means for conducting the binder from said tank to said spray means.
ing the surface material of the roadway to prepare it for disintegration and for subsequent reception of binder, power-driven means on said frame behind said heating means for hewing of! and disintegrating the warm surface material and leaving an accurate surface on the road bed. said power-driven means being driven downwardly and rearwardly at such speed as to rearwardly scatter the warm disintegrating surface material over the newly formed surface of the road bed, and means on said frame behind said powerdriven means for spraying a binder upon the warm rearwardly thrown disintegrated material before it comes to rest. to coat all sides of the fragments.
BENJAMIN H. FLYNN.
US727367A 1934-05-24 1934-05-24 Road reconditioning method and machine Expired - Lifetime US2053709A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US727367A US2053709A (en) 1934-05-24 1934-05-24 Road reconditioning method and machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US727367A US2053709A (en) 1934-05-24 1934-05-24 Road reconditioning method and machine

Publications (1)

Publication Number Publication Date
US2053709A true US2053709A (en) 1936-09-08

Family

ID=24922362

Family Applications (1)

Application Number Title Priority Date Filing Date
US727367A Expired - Lifetime US2053709A (en) 1934-05-24 1934-05-24 Road reconditioning method and machine

Country Status (1)

Country Link
US (1) US2053709A (en)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2424459A (en) * 1943-12-13 1947-07-22 Harnischfeger Corp Ambulant soil treating apparatus
DE933497C (en) * 1944-06-06 1955-09-29 Albert Sommer Process for the production of mixtures of a thermoplastic binder with granular and / or very fine solid particles
US3055280A (en) * 1959-02-20 1962-09-25 Pavement Salvage Inc Means for treating bituminous pavement
US3221617A (en) * 1961-08-08 1965-12-07 Charles H Quigg Method and apparatus for heating and planing roads
FR2286239A1 (en) * 1974-09-30 1976-04-23 Scholkopf Walter METHOD AND INSTALLATION FOR THE REGENERATION OF BITUMINOUS MASSES
US3989401A (en) * 1975-04-17 1976-11-02 Moench Frank F Surface treating apparatus
US3997276A (en) * 1974-03-05 1976-12-14 Jackson Sr James A Road maintenance machine and methods
US4084915A (en) * 1976-10-04 1978-04-18 Nathan Wiseblood Method for reconditioning and resurfacing pavement
US4124325A (en) * 1975-12-31 1978-11-07 Cutler Repaving, Inc. Asphalt pavement recycling apparatus
US4129398A (en) * 1975-12-05 1978-12-12 Walter Schoelkopf Method and apparatus for plastifying and tearing up of damaged road-surfaces and covers
US4226552A (en) * 1978-05-17 1980-10-07 Moench Frank F Asphaltic pavement treating apparatus and method
US4300853A (en) * 1977-03-17 1981-11-17 James A. Jackson, Sr. Plasticizer mixer and method
US4534674A (en) * 1983-04-20 1985-08-13 Cutler Repaving, Inc. Dual-lift repaving machine
US4545700A (en) * 1982-09-24 1985-10-08 Yates Larry A Process for recycling bituminous asphalt pavement
US20070231069A1 (en) * 2006-03-24 2007-10-04 Joseph Voegele Ag Paving convoy
US20100316445A1 (en) * 2007-11-12 2010-12-16 Green Arm Co., Ltd. Method for continuous on-site repaving of an asphalt mixture layer of paved road pavement and a motor-driven vehicle system therefor
CN102852064A (en) * 2012-10-15 2013-01-02 英达热再生有限公司 Nonuniform-transverse structural strength anti-rutting asphalt pavement and construction method thereof

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2424459A (en) * 1943-12-13 1947-07-22 Harnischfeger Corp Ambulant soil treating apparatus
DE933497C (en) * 1944-06-06 1955-09-29 Albert Sommer Process for the production of mixtures of a thermoplastic binder with granular and / or very fine solid particles
US3055280A (en) * 1959-02-20 1962-09-25 Pavement Salvage Inc Means for treating bituminous pavement
US3221617A (en) * 1961-08-08 1965-12-07 Charles H Quigg Method and apparatus for heating and planing roads
US3997276A (en) * 1974-03-05 1976-12-14 Jackson Sr James A Road maintenance machine and methods
FR2286239A1 (en) * 1974-09-30 1976-04-23 Scholkopf Walter METHOD AND INSTALLATION FOR THE REGENERATION OF BITUMINOUS MASSES
US3989401A (en) * 1975-04-17 1976-11-02 Moench Frank F Surface treating apparatus
US4335975A (en) * 1975-12-05 1982-06-22 Walter Schoelkopf Method and apparatus for plastifying and tearing up of damaged roadsurfaces and covers
US4129398A (en) * 1975-12-05 1978-12-12 Walter Schoelkopf Method and apparatus for plastifying and tearing up of damaged road-surfaces and covers
US4124325A (en) * 1975-12-31 1978-11-07 Cutler Repaving, Inc. Asphalt pavement recycling apparatus
US4084915A (en) * 1976-10-04 1978-04-18 Nathan Wiseblood Method for reconditioning and resurfacing pavement
US4300853A (en) * 1977-03-17 1981-11-17 James A. Jackson, Sr. Plasticizer mixer and method
US4226552A (en) * 1978-05-17 1980-10-07 Moench Frank F Asphaltic pavement treating apparatus and method
US4545700A (en) * 1982-09-24 1985-10-08 Yates Larry A Process for recycling bituminous asphalt pavement
US4534674A (en) * 1983-04-20 1985-08-13 Cutler Repaving, Inc. Dual-lift repaving machine
US20070231069A1 (en) * 2006-03-24 2007-10-04 Joseph Voegele Ag Paving convoy
US7572081B2 (en) * 2006-03-24 2009-08-11 Joseph Voegele Ag Paving convoy
US20100316445A1 (en) * 2007-11-12 2010-12-16 Green Arm Co., Ltd. Method for continuous on-site repaving of an asphalt mixture layer of paved road pavement and a motor-driven vehicle system therefor
CN102852064A (en) * 2012-10-15 2013-01-02 英达热再生有限公司 Nonuniform-transverse structural strength anti-rutting asphalt pavement and construction method thereof

Similar Documents

Publication Publication Date Title
US2053709A (en) Road reconditioning method and machine
US4784518A (en) Double-stage repaving method and apparatus
US2394017A (en) Road building machine
US4195946A (en) Method for resurfacing a paved roadway
US4129398A (en) Method and apparatus for plastifying and tearing up of damaged road-surfaces and covers
US3055280A (en) Means for treating bituminous pavement
US7641418B2 (en) Method for depositing pavement rejuvenation material into a layer of aggregate
US4793730A (en) Asphalt surface renewal method and apparatus
HU218512B (en) Process for recycling an asphalt surface and apparatus therefor
US2254463A (en) Means for constructing and reconstructing road surfaces
US3997276A (en) Road maintenance machine and methods
US4300853A (en) Plasticizer mixer and method
US5484224A (en) Method of resurfacing an asphalt surface
US2181320A (en) Road machine
US3986783A (en) Ice road building method and machine
WO2016020258A1 (en) Apparatus and process for repairing a longitudinal joint
US1952452A (en) Means for planing and grading road surfaces
US2069376A (en) Apparatus for producing mineral aggregate roads
US1791865A (en) Disintegrating apparatus for road-surfacing materials
US2241299A (en) Road building apparatus
US1729574A (en) Apparatus for preparing road-surfacing compositions in situ
US1733198A (en) Apparatus for manufacturing pavement
JPS6011170B2 (en) Repair vehicle for paved roads, etc.
US1729573A (en) Method of preparing road-surfacing compositions in situ
US1995267A (en) Road making and maintenance appliance