| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 81 | Gleitschalungsfertiger | EP11009045.3 | 2011-11-15 | EP2455543A3 | 2016-09-21 | Zimmermann, Markus; Schug, Ralf, Dr.; Barimani, Cyrus, Dr.; Hahn, Günter, Dr. |
Die Erfindung betrifft einen Gleitschalungsfertiger mit einem in der Höhe verstellbaren Maschinenrahmen 2 und einer am Maschinenrahmen angeordneten Montageeinheit 10 zur Befestigung einer Vorrichtung 8 zum Formen von fließfähigem Material. Der erfindungsgemäße Gleitschalungsfertiger zeichnet sich dadurch aus, dass die Montageeinheit 10 zur Befestigung der Betonmulde 8 um eine in Arbeitsrichtung des Gleitschalungsfertigers verlaufende Achse 14 schwenkbar am Maschinenrahmen 2 gelagert ist. Der Gleitschalungsfertiger verfügt über eine Schwenkeinheit 15, die Antriebsmittel 15A, 15B, 15C zum Verschwenken der Montageeinheit 10 um die in Arbeitsrichtung verlaufende Schwenkachse aufweist. Zur Fertigung von Bauteilen mit einer sich über deren Länge verändernden Ausrichtung wird die an der Montageeinheit befestigte Betonmulde 8 mittels der Schwenkeinheit 15 um die Schwenkachse 14 verschwenkt, während der Maschinenrahmen seine Ausrichtung beibehält. |
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| 82 | FRAME WIDTH ADJUSTMENT BY STEERING | EP15153955.8 | 2015-02-05 | EP2955273A1 | 2015-12-16 | Dahm, Martin; Schug, Ralf; Barimani, Cyrus; Hähn, Günter |
A self-propelled construction machine includes machine frame that is laterally extendible to adjust a width of the machine frame. A frame lock can selectively lock and unlock the machine frame to permit the width adjustment. A controller includes a frame extension mode configured to steer at least one ground engaging unit to provide a lateral force to adjust the width of the machine frame as the machine is driven across the ground surface by the ground engaging units.
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| 83 | PHOSPHATED COMPOUNDS AS ADHESION PROMOTERS | EP13789735.1 | 2013-10-29 | EP2914665A1 | 2015-09-09 | NORDBERG, Johan; HAGBERG, Daniel; GOROCHOVCEVA, Natalija |
| A bitumen containing composition, comprising bitumen and a phosphate compound, which is obtainable by the esterification of a polyhydric alcohol having at least three hydroxyl groups, with a carboxylic acid having 8-24 carbon atoms, preferably 12-22 carbon atoms, or a derivative thereof, wherein at least one but not all of the hydroxyl groups are esterified, provided that when the polyhydric alcohol has 5 or more hydroxyl groups then at least two but not all of the hydroxyl groups are esterified, followed by reacting the ester obtained with a phosphatising reagent; wherein the said composition is not a bitumen-in-water emulsion. | ||||||
| 84 | ASPHALT COMPOSITION | EP12797941.7 | 2012-12-07 | EP2788430A1 | 2014-10-15 | STRICKLAND, David; CHUGHTAI, Majid Jamshed; ASHTEKAR, Sunil |
| An asphalt composition comprising aggregate, bitumen, sulphur and surfactant, wherein the surfactant is selected from cationic surfactants, amphoteric surfactants and mixtures thereof. Methods of preparing asphalt compositions and asphalt pavements are also disclosed. | ||||||
| 85 | Gleitschalungsfertiger | EP11009045.3 | 2011-11-15 | EP2455543A2 | 2012-05-23 | Zimmermann, Markus; Schug, Ralf, Dr.; Barimani, Cyrus, Dr.; Hahn, Günter, Dr. |
Die Erfindung betrifft einen Gleitschalungsfertiger mit einem in der Höhe verstellbaren Maschinenrahmen 2 und einer am Maschinenrahmen angeordneten Montageeinheit 10 zur Befestigung einer Vorrichtung 8 zum Formen von fließfähigem Material. Der erfindungsgemäße Gleitschalungsfertiger zeichnet sich dadurch aus, dass die Montageeinheit 10 zur Befestigung der Betonmulde 8 um eine in Arbeitsrichtung des Gleitschalungsfertigers verlaufende Achse 14 schwenkbar am Maschinenrahmen 2 gelagert ist. Der Gleitschalungsfertiger verfügt über eine Schwenkeinheit 15, die Antriebsmittel 15A, 15B, 15C zum Verschwenken der Montageeinheit 10 um die in Arbeitsrichtung verlaufende Schwenkachse aufweist. Zur Fertigung von Bauteilen mit einer sich über deren Länge verändernden Ausrichtung wird die an der Montageeinheit befestigte Betonmulde 8 mittels der Schwenkeinheit 15 um die Schwenkachse 14 verschwenkt, während der Maschinenrahmen seine Ausrichtung beibehält. |
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| 86 | PAVING MATERIAL FOR ABSORBING ELECTROMAGNETIC WAVE AND PAVEMENT STRUCTURE USING IT | EP01970284.4 | 2001-09-28 | EP1431459A1 | 2004-06-23 | Saito, Toshio Takenaka Research & Development Inst; Harakawa, Kenichi Takenaka Research & Dev. Inst.; Wakinaka, Yoshitaka Takenaka Research & Dev. Inst.; Kunishima, Takeshi Takenaka Road Con. Co., Ltd.; Yoshimura, Kenichi Takenaka Road Con. Co., Ltd.; Fujii, Yoshifumi, Takenaka Civil Eng. Con. Co.,Ltd; Andoh, Shin-ichiro, Takenaka Civ.Eng.&Con.Co. Ltd; IWATA, Takeo; SATOU, Masakazu |
An electromagnetic absorber formed of conductive fiber or the like, such as carbon fiber having an overall length corresponding to the wavelength of electromagnetic waves to be absorbed, is mixed into a base material to form an electromagnetic wave-absorbing pavement material. The electromagnetic wave-absorbing pavement material is used to form a pavement having an electromagnetic wave absorbing course. Further, an electromagnetic wave reflecting course is disposed under the electromagnetic wave absorbing course, and the electric length of the electromagnetic wave reflecting course is set to a predetermined value in relation to the dielectric constant so that electromagnetic waves reflecting off the surface of the electromagnetic wave absorbing course and electromagnetic waves reflecting off the electromagnetic wave reflecting course have opposite phases and thereby cancel each other out, whereby the electromagnetic waves are absorbed well. Moreover, the pavement having the electromagnetic wave absorbing course is formed such that the average dielectric constant along a plane orthogonal to a direction of thickness of the electromagnetic wave absorbing course increases from the top surface to the bottom surface thereof. With this structure, the electromagnetic waves easily enter the top surface of a surface course formed of the electromagnetic wave-absorbing pavement material. Thus, the electromagnetic waves directly reflecting off the top surface of the surface course formed of the electromagnetic wave-absorbing pavement material (i.e., directly reflected waves) are reduced, such that the proportion of the electromagnetic waves entering the surface course formed of the electromagnetic wave-absorbing pavement material is increased. As a result, the electromagnetic waves are efficiently absorbed by the electromagnetic wave absorbing course. |
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| 87 | MATERIAL FOR WATERPROOF LAYERS | US15575663 | 2016-05-19 | US20180282576A1 | 2018-10-04 | Ryoichi HASHIMOTO; Makoto OKUBO; Masato MURAYAMA; Toshiaki HIRATO |
| The present invention relates to a material for waterproof layers used for a waterproof layer of a construction, the material for waterproof layers containing a polyamide resin, the polyamide resin having a softening point of 70° C. or more and 170° C. or less and a melt viscosity at 180° C. of 100 mPa·s or more and 9,000 mPa·s or less, the polyamide resin being obtainable through condensation of a carboxylic acid component and an amine component. | ||||||
| 88 | Pavement coating system with strainer configured for manual cleaning | US15008133 | 2016-01-27 | US09879388B2 | 2018-01-30 | Maynard Cunningham; Cade Pacey |
| A coating applicator vehicle is configured to selectively discharge a flow of liquid emulsion and aggregate onto a roadway. The vehicle includes a rolling chassis and a powered spraying assembly supported by the chassis. The spraying assembly includes a strainer enclosure and a strainer basket that cooperatively define a manifold axis along which the strainer basket is manually slidable into and out of a passage of the enclosure. | ||||||
| 89 | Paving machine having production monitoring system | US14813361 | 2015-07-30 | US09873990B2 | 2018-01-23 | Toby Andrew Frelich; Ricky Leon Mings; Dana Wade Miller; Luke Edward Graham |
| A monitoring system for a paving machine having a screed may include an input device configured to receive a first input from an operator of the paving machine, the first input being indicative of a height of the screed above a work surface, and a controller electronically connected to the input device. The controller may be configured to determine an amount of a material deposited by the paving machine based on the first input, receive a signal indicative of an amount of a material delivered to the paving machine, and determine a correction factor based on the amount of the material deposited by the paving machine and the amount of the material delivered to the paving machine. | ||||||
| 90 | Methods for paving a trail between obstacles | US15395851 | 2016-12-30 | US09637872B1 | 2017-05-02 | Scott Pedersen; James Hayward |
| Methods and apparatuses for continuous paving near or around obstacles that are along a path to be paved. The methods include receipt of paving materials onto a material conveyor then into a hopper, detecting an amount of paving materials received in the hopper, indicating whether the paving materials in the hopper are sufficient for paving around an obstacle, forming the paving materials into a paved trail of widths from one to four meters, and moving the material conveyor while the trail paver continuously paves around the obstacle. | ||||||
| 91 | Phosphated compounds as adhesion promoters | US14437228 | 2013-10-29 | US09637868B2 | 2017-05-02 | Johan Nordberg; Daniel Hagberg; Natalija Gorochovceva |
| A bitumen containing composition, comprising bitumen and a phosphate compound, which is obtainable by the esterification of a polyhydric alcohol having at least three hydroxyl groups, with a carboxylic acid having 8-24 carbon atoms, preferably 12-22 carbon atoms, or a derivative thereof, wherein at least one but not all of the hydroxyl groups are esterified, provided that when the polyhydric alcohol has 5 or more hydroxyl groups then at least two but not all of the hydroxyl groups are esterified, followed by reacting the ester obtained with a phosphatising reagent; wherein the said composition is not a bitumen-in-water emulsion. | ||||||
| 92 | Methods for Paving a Trail Between Obstacles | US15395851 | 2016-12-30 | US20170107674A1 | 2017-04-20 | Scott Pedersen; James Hayward |
| Methods and apparatuses for continuous paving near or around obstacles that are along a path to be paved. The methods include receipt of paving materials onto a material conveyor then into a hopper, detecting an amount of paving materials received in the hopper, indicating whether the paving materials in the hopper are sufficient for paving around an obstacle, forming the paving materials into a paved trail of widths from one to four meters, and moving the material conveyor while the trail paver continuously paves around the obstacle. | ||||||
| 93 | ROAD FINISHING MACHINE WITH COMPACTING MESSAGE DISPLAY UNIT | US15215787 | 2016-07-21 | US20170030036A1 | 2017-02-02 | Martin BUSCHMANN; Achim EUL |
| The disclosure relates to a road finishing machine comprising a paving screed for the production of a new road pavement layer of a paving material and a unit provided on the road finishing machine to generate a dynamic compacting specification field based on thermographic geosignals with regard to at least one temperature image that exists behind the paving screed of the road finishing machine for at least one surface section of the newly installed road pavement layer. An information indication unit provided on the road finishing machine is configured to display at last one compacting message that is at least partially based on the compacting specification field to an operator of at least one compacting vehicle that follows behind the road finishing machine for compacting of the newly installed road pavement layer. | ||||||
| 94 | Additives for bitumen containing compositions | US14127770 | 2012-06-21 | US09534146B2 | 2017-01-03 | Mark Smith; Daniel Hagberg |
| The present invention relates to a composition comprising bitumen and an alkoxylated amine, to a method for the production of such a composition, and to a method for paving a surface using such a composition. The present invention also relates to an preformulated additive package to be added to bitumen, comprising an alkoxylated amine and an anti-stripping agent. | ||||||
| 95 | Methods for the construction and repair of concrete pavements | US14420857 | 2013-08-14 | US09499945B2 | 2016-11-22 | José Ramón Vazquez Ruiz Del Arbol |
| Methods for the construction and repair of concrete pavements. The methods comprise forming, along each joint between adjacent slabs, parallel to the vertical plane thereof, a plurality of surface recesses (23, 43) in adjacent slabs (41, 21), alternately on either side of the joint (11), the maximum height of the recesses being smaller than the thickness of the pavement, and a plurality of holes (27, 27′; 47, 47′) at the edges of adjacent slabs (21, 41) with, at least, one part shared with said surface recesses (23, 43), and filling said plurality of surface recesses (23, 43) and said plurality of holes (27, 27′; 47, 47′) with concrete so as to form a plurality of connectors (22, 42) in the form of teeth (25, 45) for transferring loads between adjacent slabs (21, 41) and columns (29, 29′; 49, 49′)for supporting said teeth (25, 45). | ||||||
| 96 | Compositions comprising asphalt and electrically neutral copolymer dispersions | US14376315 | 2012-02-03 | US09469786B2 | 2016-10-18 | Arlis Kadrmas; Armin Burghart |
| A composition for use in a pavement surface, comprises (a) asphalt in an amount of from 40 to 70 parts by weight; (b) an electrically neutral copolymer in an amount of from greater than 0 to 10 parts by weight; (c) an emulsifier in an amount of from 0.1 to 4 parts by weight; (d) an acid or a base in an amount of from 0.1 to 4 parts by weight; and (e) water in an amount of from 25 to 60 parts by weight. A method of making a composition, a method of applying a composition, and a paved surface is also disclosed. | ||||||
| 97 | System and Method of Applying Material to a Surface | US14742776 | 2015-06-18 | US20160215458A1 | 2016-07-28 | Patrick Weiler; Tom Roth; Brett Huizer |
| In accordance with example embodiments, a system may include a first feeder configured to transport asphalt, a second feeder configured to receive the asphalt from the first feeder, and a controller configured to control a speed of the first feeder and the second feeder in response to an input from an operator. | ||||||
| 98 | Frame width adjustment by steering | US14299893 | 2014-06-09 | US09388538B2 | 2016-07-12 | Martin Dahm; Ralf Schug; Cyrus Barimani; Günter Hähn |
| A self-propelled construction machine includes machine frame that is laterally extendible to adjust a width of the machine frame. A frame lock can selectively lock and unlock the machine frame to permit the width adjustment. A controller includes a frame extension mode configured to steer at least one ground engaging unit to provide a lateral force to adjust the width of the machine frame as the machine is driven across the ground surface by the ground engaging units. | ||||||
| 99 | Concrete mosaic and method of forming the same | US14799475 | 2015-07-14 | US09340062B2 | 2016-05-17 | Robin Brailsford; Lee A. Shaw; Ronald D. Shaw |
| A mosaic concrete product, methods of creating the same, and methods of fabricating a module for use in creating the mosaic are provided. The methods of installing the mosaic upon an uncured concrete surface utilize the module. The module may be fabricated by mapping out tile in a design corresponding to the mosaic; adhering the tile to a template utilizing an adhesive, the tile being positioned thereon corresponding to the design; and allowing the adhesive to set. The module may define upper and lower surfaces, the upper surface including the tile adhered thereto. The methods of installing the mosaic comprises: positioning the module upon the uncured concrete surface; embedding the tile into the concrete surface; massaging the tile into the concrete surface to interpose a quantity of cement/fines paste between the adjacent tiles; and finishing the concrete surface. | ||||||
| 100 | System and Method for Validating Compaction of a Work Site | US14513823 | 2014-10-14 | US20160103051A1 | 2016-04-14 | Paul T. Corcoran; Liqun Chi; Brad L. Holsapple |
| A system for validating compaction of work material at a work site is provided including a compaction machine. A sensor and a location sensor are associated with the compaction machine. A controller is configured to receive compaction data from the sensor and position data from the location sensor and to determine a structural parameter of the work material based on the compaction data and physical properties of the compaction machine. The controller associates the structural parameter of the work material with the position data. The controller saves structural parameters and associated position data for different locations in the work site and for different layers of work material in the work site and compares the saved structural parameters and associated position data with predetermined structural design criteria for corresponding locations and layers in the work site. | ||||||
