US3771892A - Mobile grade reference device for a paving machine - Google Patents
Mobile grade reference device for a paving machine Download PDFInfo
- Publication number
- US3771892A US3771892A US00202127A US3771892DA US3771892A US 3771892 A US3771892 A US 3771892A US 00202127 A US00202127 A US 00202127A US 3771892D A US3771892D A US 3771892DA US 3771892 A US3771892 A US 3771892A
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- US
- United States
- Prior art keywords
- beams
- sub
- grade
- paving machine
- support means
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- 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
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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
- E01C19/48—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
- E01C19/4853—Apparatus designed for railless operation, e.g. crawler-mounted, provided with portable trackway arrangements
Definitions
- ABSTRACT Horizontally extending, articulated beams are connected to an asphalt paving machine adjacent one side thereof and extend longitudinally of the direction of travel of the paving machine.
- a grade reference stringline is mounted on the beams and is engaged by the sensor of screed control sensing means.
- a plurality of separate sub grade engaging skids are connected to the beams for supporting the latter; these skids are positioned longitudinally of the beams at randomly selected spacings.
- the skids are connected in pairs from sub beams, each of the latter being pivotally supported on its longitudinal midpoint.
- the field of the present invention relates to paving machines, such as asphalt paving machines. Particu larly, the present invention relates to a new and improved mobile grade reference device for such a paving machine.
- an external grade reference device from which grade sensings are taken, is preferably provided.
- an automatic screed control system includes a feeler or sensor which engages the external reference wire or stringline.
- the external reference device establishes a reference plane independently of the paving machine; the reference plane is established prior to the time that the paver is active at any given point in its longitudinal path of travel.
- the feeler or sensor activates a control mechanism, usually hydraulically operated, to control the screed angle by raising or lowering the pivot points of the arms which mount the screed.
- the external reference may be provided by means of a wire or stringline supported in parallel relation to the desired gradeline.
- An existing curb or adjacent pavement surface parallel to the desired grade may also be used as the external reference device.
- a mobile grade reference device including means constituting the reference line or plane. Such a device is towed along with the paving machine and rests on the sub grade or surface adjacent the sub grade.
- the term sub grade has reference to the surface which is to receive the material being laid by the paving machine, whether bituminous material or graded earth, or a layer of aggregate placed on the earth.
- the mobile grade reference device just referred to may be categorized by two different types.
- the first type is constituted by a beam, ski or straight-edge, of some substantial length, e.g., at least equal' to the span of the track or wheels of the paving machine, which spans hollows and sags and lengthens humps by providing a ramp action on either side of the hump thereby insuring a minimum thickness of material over such hump.
- the second type of mobile grade reference device under consideration may be characterized as an "averaging" device. This device may include a beam mounting two or more sub grade engaging wheels or skids or may be constituted by a flexible pipe or beam, in either case including a taut wire or stringline.
- each wheel or skid may be individually sprung or connected to a system of levers, so that each wheel or skid maintains contact with the sub grade as the beam provides a support for the sensing member.
- This type of device averages the grade profile over which it is towed filling in hollows or sags and diminishing the height of humps by providing for thinner layers of material over the tops of such humps.
- Such mobile grade reference devices have been constructed in accordance with a definite geometric design.
- definite geometric design reference is had to uniform wheel or skid spacings.
- the present invention may be summarized as relating to a mobile grade reference device which actuates the screed control sensing means with such a high degree of accuracy that the hollows and sags are filled with asphalt material and the humps covered with such material to provide the optimum pavement profile.
- the present invention relates to a mobile grade reference device providing optimum response characteristics consistent with certain practical considerations so that the end of the sensing arm of the screed control sensing means describes a path or profile in reasonably close conformity to the mean profile grade of an uneven sub grade thereby causing the paving machine to lay a pavement surface with a desirable profile.
- a primary object of the present invention is the provision of a new and improved mobile grade reference device having the sub grade engaging support means positioned longitudinally of the device at randomly selected spacings.
- Another object of the present invention is the provision of mobile grade reference device of the type described wherein the sub grade engaging supports are mounted such that they exert equal influences on the sensor of the screed control sensing means.
- FIG. 1 is a side elevational view of a mobile grade reference device constructed in accordance with the present invention, with the associated paving machine being shown in broken lines;
- FIG. 2 is a graph representing a sub grade profile and three pavement profiles resulting from use, respectively, of an apparatus embodying the present invention and two prior art devices;
- FIGS. 3a and 3b together constitute an enlarged side elevational view of the mobile grade reference device of FIG. 1;
- FIG. 4 is an enlarged fragmentary side elevational view showing a typical connection between one of the sub grade engaging skidsand the associated sub beam;
- FIG. 5 is a section taken along the line 5-5 of FIG.
- FIG. 6 is a diagram graphically illustrating certain terms employed in analytically evaluating response characteristics of the preferred device of the present invention.
- FIG.- 7 is a graph showing response characteristics of the mobile grade reference device according to the present invention.
- FIG. 8 is a graph showing response characteristics of the preferred device of the present invention and response characteristics of other mobile grade reference devices.
- a mobile grade reference device constructed in accordance with the present invention is generally designated MD.
- the asphalt paving device which of itself forms no part of the present invention, is well known to those skilled in the art and is defined by a self-propelled vehicle, generally designated l2, suitably supported by wheels or crawlers on endless tracks.
- the paving machine includes a hopper 13 for receiving the paving material.
- the machine also includes a screed assembly generally designated 14, which screed assembly is pivotally mounted from the trailing ends of a pair of draft arms, one arm being shown and designated 15.
- the paver is provided with a suitable control system for raising and lowering the pivot points at the forward ends of the draft arms.
- the screed 14 will gradually climb a slope constituted by the paving material until the screed levels off under its own action thereby forming a thicker layer of material. Lowering of the front end of the draft arms will produce the opposite effect and will result in the production of a thinner layer of paving material.
- the paver includes an automatic screed control system which may be of the type shown in Munyon US. Pat. No. 3,285,148, assigned to the assignee of the present invention.
- a screed control system includes a sensor control 16 having a feeler arm 17. This arm feels or contacts a reference line which is at a predetermined position and which is established independently of the paver by the grade reference device which forms the subject matter of the present invention. The position of the reference line is established prior to the time the paver is active at a given point in its path of travel, which is from right to left as seen in FIG. 1.
- the sensor or feeler arm 17 actuates the screed control mechanism which causes the screed or draft arms to follow the external reference line or plane independently of any motion of the paving machine thereby maintaining a substantially uniform angular relationship between the screed and the reference line.
- the mobile grade reference device 10 includes three articulated beams 1 8, w and 20, the beam 19 being pivotally connected to the other two beams by suitable pivot connections 21, 22.
- Beams 18 and 20 support respective uprights 24, at their longitudinal midpoints, which uprights mount a wire or stringline 28. This stringline is engaged by the sensor arm 17 and establishes the external reference line referred to above.
- the grade reference device 10 includes a pair of sub beams 36, 31, the latter being respectively connected at their longitudinal midpoints to the beam 18 adjacent the ends of the latter by pivot joints 32, 33.
- the grade reference device includes another pair of sub beams 35, 36; these members are connected at their respective longitudinal midpoints by pivot connections 38, 39 to the beam 20 adjacent the ends of the latter.
- a pair of sub grade engaging elements in the form of skids 4E, 42 are pivotally mounted to the ends of the sub beam 34)) by pivot connections 43, 44, respectively.
- the sub beam 31 is connected to a pair of skids 46, 47 by respective pivot connections 48, 49.
- the sub beam is supported from a pair of skids 51, 52
- the skid 41 is shown in FIG. 4 and will be seen to include a plate member 60 having bent downwardly and outwardly extending side portions 60a, 60b respectively connected to longitudinally extending portions 61a, 61b of a rod having a transversely extending portion 610. It will be understood that the construction of the other skids is identical to the construction of the skid 41.
- the sub beam 30 mounts an upright bracket 62 which is connected to'a rod 63, the latter having its forward end pivotally connected to a bracket 64 (FIG. 1) on the paving machine 12. Accordingly, the mobile grade reference device 10 is towed by the paving machine and extends adjacent one side thereof longitudinally of the direction of travel of the machine.
- the skids are not spaced equidistant of each other longitudinally of the grade reference device or according to a definite geometric design but rather are positioned at random spacings. These random spacings may be derived from the use of conventional random data tables or any other suitable technique to achieve random data.
- each sub beam is pivotally mounted to the beam 18 or 20 at the longitudinal midpoint of the former.
- the response characteristics of the mobile grade reference device according to this invention have been analytically determined.
- a sine wave was selected as most closely approximating the type of unevenness or irregularity commonly found in the average sub grade profile.
- the sine wave represents the sub grade profile better than any other pure mathematical form.
- the use of a sine wave for analysing frequency response of the grade reference device of the present invention is valid.
- a sub grade is represented by a sine wave.
- the amplitude of the sine wave represents the maximum deviation from the means grade.
- the term wave means the distance between any two common points on the sine wave in FIG. 6 a full wave is represented between the maximum amplitude of a sub grade profile hump to the maximum amplitude of the adjacent hump.
- FIG. 6 illustrates by a broken line an output/input ratio of 0.5. Such ratio indicates that the pavement profile has lowered the humps and filled in the hollows to a 50 per cent extent.
- the point established by engagement of sensor arm 17 and stringline 28 constitutes a sensing point for the mobile grade reference device.
- the profile established by this sensing point during longitudinal movement of the mobile grade reference device is the output of the latter.
- the profile of the sub grade engaged by the mobile grade reference device is the input of the system. If the output is the same as the input, this means that the profile established by the sensing point is the same as the sub grade profile. In this case no leveling is achieved as the mobile grade reference device is 100 percent inefficient the output over input ratio is one over one'or 1.00.
- the mobile grade reference device is 50 percent efficient, i.e.., it causes the sensing point to describe a profile having humps lowered, with respect to the mean grade profile, by 50 percent from the humps on the sub grade and having hollows raised, with respect to the mean grade profile, by 50 percent from the hollows on the sub grade.
- the output can be considered as one half the input thereby establishing an output over input ratio of 0.5.
- FIG. 7 shows, the response characteristics of the grade reference device as determined by computer analysis.
- This graph shows output/input ratios from a minimum wavelength of 2.0 to a wavelength of infinity.
- the term wavelength may be expressed by the following formula: wavelength 360 X Characteristic Dimension (C.D.)/angle spanned by CD.
- the characteristic dimension (C.D.) is constituted by the distance between the pivot axis of the leading skid to the pivot axis of the trailing skid of the mobile grade reference device.
- the angle spanned by CD. is an expression of the ratio between CD. and the dimension of a wave.
- a grade reference device with a CD. of 30 feet on a wave of 30 feet equals a span of 360; a device with a CD. of 30 feet on a foot wave equals a span of 720.
- the abscissa values are expressed as span in degrees.
- FIG. 8 shows four computer derived response characteristic curves.
- the response characteristics of the preferred embodiment of the present invention are shown by curve A.
- the response characteristics of a 30 foot, two'wheel grade reference device are shown by curve B; it .will be noted that this curve is of a repetitive cyclic nature which is undesirable.
- Curve C represents a thirty foot, eight wheel grade reference device with equal spacing between the wheels, but with the wheels being mounted in pairs from respective sub beams, each being pivotally mounted at its longitudinal midpoint.
- Curve D represents the response characteristics of a grade reference device the same as the device represented by graph C, except that the former does not have the sub beams pivotally mounted at their respective midpoints.
- curve A produces the lowest average output/input ratio. It is observed that curve A does not include repetitive portions.
- the device represented by graph C with equal spacing between the sub grade engaging wheels and with each of the sub beams being mounted at its midpoint, provides the next lowest average output/input ratio.
- the invention is not to be limited to the use of an even number of sub grade engaging support members, such as skids or wheels.
- an odd number of sub grade engaging support members are employed, the geometry, involving the various beam lengths and their pivot points which determine beam ratios, is such that the support members exert equal influences on the sensor.
- accuracy of the grade reference device of the present invention is proportional to the number of sub grade engaging members the lowest deviation or lowest output/input ratio is achieved with the greatest number of such elements.
- the embodiment of the present invention includes eight skids which is believed to be a preferred number because of practical considerations; however, the invention is not to be limited to a grade reference device with that particular number of sub grade engaging elements.
- the present invention provides a new and improved mobile grade reference device having response characteristics such that the screed control sensing system of the paver will be actuated to lay a pavement having a highly desirable profile.
- the present invention achieves this objective by the randomized positioning of the sub grade engaging elements and also by mounting the sub grade engaging elements in a manner such that they exert equal influences on the sensor.
- FIG. 2 schematically illustrates a sub grade E having a hump extending for thirty feet longitudinally of the direction of movement of the paving machine.
- the grade reference device of the present invention results in a pavement profile represented by the line F; it will be noted that the hump E has been substantially leveled.
- the device represented by curve B in FIG. 8 would produce a pavement profile indicated by the line G in FIG. 2.
- a thirty foot rigid beam with no skids or wheels would result in a pavement designated by the line H in FIG. 2.
- a mobile grade reference device for a paving machine comprising:
- grade reference means responsive to the position of said beam means and engaged by screed control sensing means on said paving machine;
- the device according to claim 1 further defined a. said support means being connected in pairs from opposite ends of respective sub beams constituting a portion of said beam means;
- pivot means pivotally mounting each sub beam at its longitudinal midpoint to respective other beams forming another portion of said beam means.
- said beam means includes at least four sub beams.
- said other beams including a first beam having its opposite ends respectively engaged with two of said pivot means thereby being connected with the corresponding pair of sub beams;
- said other beams also including a second beam having its opposite ends respectively engaged with the other two of said pivot means thereby being connected with the corresponding pair of said sub beams;
- grade reference means being supported by said first and second beams.
- each of said support means is constituted by a skid member pivotally connected to the associated sub beam.
- said beam means includes a plurality of beams pivotally engaged with said support means such that the latter exert equal influences on said sensing means.
- each of said support means is constituted by a pivotally mounted skid.
- a mobile grade reference device for a paving machine comprising:
- grade reference means responsive to the position of said beam means and engaged by screed control sensing means on said paving machine
- said beam means including a plurality of pivotally connected beams
- At least four separate sub grade engaging support means connected to said beams such that all of said support means exert equal influences on said sensing means, at least a majority of said support means being longitudinally positioned at randomly selected unequal spacings.
- said beam means includes four of said beams, each beam being connected to a pair of support means.
- said beam means includes four of said beams, each beam being connected to a pair of support means.
- the device according to claim 9 further defined by:
- said beam means including four of said beams
- said beam means also including a first beam having its opposite ends respectively pivotally connected to the longitudinal midpoints of a pair of said beams;rand
- said beam means further including a second beam having its opposite ends respectively pivotally connected to the longitudinal midpoints of the other pair of said beams.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
Description
Claims (13)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US20212771A | 1971-11-26 | 1971-11-26 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3771892A true US3771892A (en) | 1973-11-13 |
Family
ID=22748598
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00202127A Expired - Lifetime US3771892A (en) | 1971-11-26 | 1971-11-26 | Mobile grade reference device for a paving machine |
Country Status (8)
Country | Link |
---|---|
US (1) | US3771892A (en) |
JP (1) | JPS5439660B2 (en) |
BR (1) | BR7207655D0 (en) |
CA (1) | CA958933A (en) |
DE (1) | DE2253787A1 (en) |
FR (1) | FR2161098B1 (en) |
GB (1) | GB1406658A (en) |
IT (1) | IT973722B (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4140420A (en) * | 1978-03-16 | 1979-02-20 | Cmi Corporation | Portable grade averaging apparatus |
US4213719A (en) * | 1978-09-28 | 1980-07-22 | Cmi Corporation | Grade averaging apparatus |
US4270801A (en) * | 1979-08-14 | 1981-06-02 | Cmi Corporation | Steering and cutter drum positioning in a paved roadway planing machine |
US5362177A (en) * | 1993-02-16 | 1994-11-08 | Blaw-Knox Construction Equipment Corporation | Paving method and apparatus with fresh mat profiler |
US5702201A (en) * | 1995-09-15 | 1997-12-30 | Cedarapids, Inc. | Method for compensating differential compaction in an asphalt paving mat |
US6109825A (en) * | 1999-05-26 | 2000-08-29 | Power Curbers, Inc. | Paving apparatus with automatic mold positioning control system |
US6692185B2 (en) | 2001-10-17 | 2004-02-17 | Power Curbers, Inc. | Adjusting arrangement for steerable transport assembly for self-propelled construction vehicle |
US6715957B2 (en) | 2001-10-17 | 2004-04-06 | Power Curbers, Inc. | Paving apparatus with retractable pavement forming assembly |
US6984089B1 (en) | 2004-12-22 | 2006-01-10 | Power Curbers, Inc. | Adjustable-batter side plate for slip-form paver |
US20120063847A1 (en) * | 2010-09-10 | 2012-03-15 | SMG Sportplatzmachinebau GmbH | Mobile paving machine |
CN110816510A (en) * | 2018-08-09 | 2020-02-21 | 卡特彼勒路面机械公司 | Navigation system for a machine |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5425595B2 (en) * | 1973-05-30 | 1979-08-29 | ||
US5549412A (en) * | 1995-05-24 | 1996-08-27 | Blaw-Knox Construction Equipment Corporation | Position referencing, measuring and paving method and apparatus for a profiler and paver |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4752C (en) * | F. KUNTZE, Civil-Ingenieur, in Leipzig | Rotary thermometer | ||
FR846082A (en) * | 1938-05-12 | 1939-09-08 | Viagraphe Soc Du | Method and device for the rational reprofiling of pavements |
FR1056865A (en) * | 1951-11-27 | 1954-03-03 | Improvement in reprofiling spreaders | |
US2720716A (en) * | 1953-05-04 | 1955-10-18 | Be Ge Mfg Co | Finish leveler with automatic scraper adjusting mechanism |
US3259034A (en) * | 1963-04-15 | 1966-07-05 | Blaw Knox Co | Reference plane for paving machines |
US3272099A (en) * | 1963-01-31 | 1966-09-13 | Frank M Drake | Stringline attachment for paving machine |
US3519770A (en) * | 1968-07-19 | 1970-07-07 | Long George | Switching apparatus for servo system |
-
1971
- 1971-11-26 US US00202127A patent/US3771892A/en not_active Expired - Lifetime
-
1972
- 1972-06-09 CA CA144,292A patent/CA958933A/en not_active Expired
- 1972-10-12 GB GB4715872A patent/GB1406658A/en not_active Expired
- 1972-10-31 BR BR7655/72A patent/BR7207655D0/en unknown
- 1972-11-02 DE DE2253787A patent/DE2253787A1/en not_active Ceased
- 1972-11-24 IT IT54269/72A patent/IT973722B/en active
- 1972-11-24 FR FR7241948A patent/FR2161098B1/fr not_active Expired
- 1972-11-27 JP JP11816872A patent/JPS5439660B2/ja not_active Expired
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4752C (en) * | F. KUNTZE, Civil-Ingenieur, in Leipzig | Rotary thermometer | ||
FR846082A (en) * | 1938-05-12 | 1939-09-08 | Viagraphe Soc Du | Method and device for the rational reprofiling of pavements |
FR1056865A (en) * | 1951-11-27 | 1954-03-03 | Improvement in reprofiling spreaders | |
US2720716A (en) * | 1953-05-04 | 1955-10-18 | Be Ge Mfg Co | Finish leveler with automatic scraper adjusting mechanism |
US3272099A (en) * | 1963-01-31 | 1966-09-13 | Frank M Drake | Stringline attachment for paving machine |
US3259034A (en) * | 1963-04-15 | 1966-07-05 | Blaw Knox Co | Reference plane for paving machines |
US3519770A (en) * | 1968-07-19 | 1970-07-07 | Long George | Switching apparatus for servo system |
Non-Patent Citations (1)
Title |
---|
Cedarapids Rubber Tired Asphalt Paver Bulletin RP 2 5 68, Received Dec. 1968, pages 4 & 5 * |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4140420A (en) * | 1978-03-16 | 1979-02-20 | Cmi Corporation | Portable grade averaging apparatus |
US4213719A (en) * | 1978-09-28 | 1980-07-22 | Cmi Corporation | Grade averaging apparatus |
US4270801A (en) * | 1979-08-14 | 1981-06-02 | Cmi Corporation | Steering and cutter drum positioning in a paved roadway planing machine |
US5362177A (en) * | 1993-02-16 | 1994-11-08 | Blaw-Knox Construction Equipment Corporation | Paving method and apparatus with fresh mat profiler |
US5702201A (en) * | 1995-09-15 | 1997-12-30 | Cedarapids, Inc. | Method for compensating differential compaction in an asphalt paving mat |
US6109825A (en) * | 1999-05-26 | 2000-08-29 | Power Curbers, Inc. | Paving apparatus with automatic mold positioning control system |
US6692185B2 (en) | 2001-10-17 | 2004-02-17 | Power Curbers, Inc. | Adjusting arrangement for steerable transport assembly for self-propelled construction vehicle |
US6715957B2 (en) | 2001-10-17 | 2004-04-06 | Power Curbers, Inc. | Paving apparatus with retractable pavement forming assembly |
US6984089B1 (en) | 2004-12-22 | 2006-01-10 | Power Curbers, Inc. | Adjustable-batter side plate for slip-form paver |
US20120063847A1 (en) * | 2010-09-10 | 2012-03-15 | SMG Sportplatzmachinebau GmbH | Mobile paving machine |
US8591141B2 (en) * | 2010-09-10 | 2013-11-26 | SMG Sportsplatzmachinebau GmbH | Mobile paving machine |
CN110816510A (en) * | 2018-08-09 | 2020-02-21 | 卡特彼勒路面机械公司 | Navigation system for a machine |
CN110816510B (en) * | 2018-08-09 | 2023-11-03 | 卡特彼勒路面机械公司 | paving system |
Also Published As
Publication number | Publication date |
---|---|
FR2161098A1 (en) | 1973-07-06 |
JPS5439660B2 (en) | 1979-11-29 |
GB1406658A (en) | 1975-09-17 |
CA958933A (en) | 1974-12-10 |
BR7207655D0 (en) | 1973-09-13 |
FR2161098B1 (en) | 1976-10-29 |
JPS4860427A (en) | 1973-08-24 |
DE2253787A1 (en) | 1973-05-30 |
IT973722B (en) | 1974-06-10 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: M & I MARSHALL & ILSELEY BANK, NORTHWESTERN MUTUAL Free format text: SECURITY INTEREST;ASSIGNOR:BARBER-GREENE COMPANY;REEL/FRAME:004246/0253 Effective date: 19840203 |
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AS | Assignment |
Owner name: BARBER-GREENE COMPANY,ILLINOIS Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:FIRST NATIONAL BANK OF CHICAGO AS AGENT FOR SEE DOCUMENT FORNAMES;REEL/FRAME:004688/0001 Effective date: 19861224 Owner name: BARBER-GREENE COMPANY, 400 N. HIGHLAND AVE., AUROR Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:FIRST NATIONAL BANK OF CHICAGO AS AGENT FOR SEE DOCUMENT FORNAMES;REEL/FRAME:004688/0001 Effective date: 19861224 |
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AS | Assignment |
Owner name: BARBER-GREENE COMPANY, A DE. CORP.,ILLINOIS Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:B.V. OCEANIC FINANCE COMPANY;REEL/FRAME:004730/0767 Effective date: 19861229 Owner name: BARBER-GREENE COMPANY, 400 NORTH HIGHLAND AVENUE, Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:B.V. OCEANIC FINANCE COMPANY;REEL/FRAME:004730/0767 Effective date: 19861229 |
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Owner name: FIRST AMERICAN NATIONAL BANK OF NASHVILLE, TENNESS Free format text: SECURITY INTEREST;ASSIGNOR:BARBER-GREENE COMPANY, A CORP. OF DE.;REEL/FRAME:004748/0440 Effective date: 19861229 Owner name: FIRST AMERICAN NATIONAL BANK OF NASHVILLE, NASHVIL Free format text: SECURITY INTEREST;ASSIGNOR:BARBER-GREENE COMPANY, A CORP. OF DE.;REEL/FRAME:004748/0440 Effective date: 19861229 |
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Owner name: BARBER-GREENE COMPANY, ILLINOIS Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:FIRST AMERICAN NATIONAL BANK OF NASHVILLE;REEL/FRAME:005000/0045 Effective date: 19880606 Owner name: BARBER-GREENE COMPANY, 400 NORTH HIGHLAND, AURORA, Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:FIRST AMERICAN NATIONAL BANK OF NASHVILLE;REEL/FRAME:005000/0045 Effective date: 19880606 |
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Owner name: BARBER-GREENE COMPANY, ILLINOIS Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:CITIZENS AND SOUTHERN TRUST COMPANY (GEORGIA) N.A., AS SECURITY TRUSTEE FOR THE BENEFIT OF FIRST NATIONAL BANK OF CHICAGO, THE ; SEE DOCUMENT FOR OTHER ASSIGNORS.;REEL/FRAME:006129/0278 Effective date: 19910417 |