子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 101 | Pavement interlayer | US13737034 | 2013-01-09 | US09306476B2 | 2016-04-05 | Khalil Abu Al-Rubb |
| A pavement interlayer, suitable for laying between layers of pavement, includes: at least one layer of interlayer material, a plurality of piezoelectric elements; at least one transmission line, coupled to the plurality of piezoelectric elements, for transmitting power generated by the plurality of piezoelectric elements to an output. | ||||||
| 102 | Slipform paver | US14566745 | 2014-12-11 | US09163366B2 | 2015-10-20 | Markus Zimmermann; Ralf Schug; Cyrus Barimani; Günter Hähn |
| A slipform paver includes a chassis 2 able to be adjusted in the heightwise direction and having a mounting unit 10 arranged on the chassis for fastening on an arrangement 8 for molding flowable material. The slipform paver is characterised in that the mounting unit 10 for fastening on the concrete mold 8 is mounted on the chassis 2 of the paver to be pivotable on an axis 14 extending in the direction of operation of the slipform paver. To produce parts of a structure whose orientation varies along their length, the concrete mold fastened 8 to the mounting unit is pivoted on the axis of pivot 14 by means of a pivoter unit 15 whereas the chassis of the paver maintains its orientation. | ||||||
| 103 | Phosphated compounds as adhesion promoters | US14437228 | 2013-10-29 | US20150275441A1 | 2015-10-01 | Johan Nordberg; Daniel Hagberg; Natalija Gorochovceva |
| A bitumen containing composition is provided, 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. | ||||||
| 104 | ASPHALT COMPOSITION | US14362961 | 2012-12-07 | US20150125205A1 | 2015-05-07 | David Strickland; Majid Jamshed Chughtai; Sunil Ashtekar |
| 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. | ||||||
| 105 | CHEMICAL METHOD AND COMPOSITION FOR PROMOTING ADHESION AND PREVENTING ROAD CRACKING | US14498223 | 2014-09-26 | US20150098759A1 | 2015-04-09 | Robert W. Vitale; Cheryl L. Detloff |
| A method for increased adhesion and prevention of pavement cracking by subsurface application of a composition comprising a synthetic fluid or base oil, a pour point depressant, a binder, and various combinations thereof. | ||||||
| 106 | AUXILIARY MEMBER FOR PAVEMENT CONSTRUCTION, CONCRETE SLAB AND METHOD FOR PAVEMENT CONSTRUCTION | US14171638 | 2014-02-03 | US20140147203A1 | 2014-05-29 | Bo Tian; Qin Fu; Zhijie Chen; Jinde Xie; Peng Peng; Zuguang Yuan; Zhi Fu; Zhu Luo; Ying Liu; Rongguo Hou; Dapeng Wang; Jiliang Wang; Hongfeng Sun; Xiuxiong Mo; Zhe He |
| An auxiliary member for pavement construction, including: a cylinder, a base plate and a leveling bolt; the cylinder includes a first cylinder part and a second cylinder part which are connected and communicated with each other, the first cylinder part is provided with a sling installing member and a slurry inlet, bottom of the second cylinder part is connected with the base plate, the base plate is provided with a bolt extending hole and multiple slurry discharging holes which are communicated with the inner cavity of the second cylinder part, the leveling bolt includes a bolt head and a screw, the screw extends through the bolt extending hole, the bolt head is arranged in the second cylinder part and the bolt head is smaller than the inner diameter of the second cylinder part. The present invention further provides a concrete slab and a method for pavement construction. | ||||||
| 107 | APPLICATION OF HIGH TOUGHNESS, LOW VISCOSITY NANO-MOLECULAR RESIN FOR REINFORCING POTHOLE PATCHING MATERIALS IN ASPHALT AND CONCRETE BASE PAVEMENT | US14064003 | 2013-10-25 | US20140056643A1 | 2014-02-27 | Wei H. Kao; Larry Carlson; Jenn-Ming Yang; Jiann-Wen Ju; Wei Yuan |
| Described herein are methods of improving the durability of concrete by the infusion of the concrete with a low-viscosity oligomeric solution, and subsequent curing of the oligomeric solution to form a high toughness polymer. Also described herein are compositions containing concrete and high toughness polymers, and formed articles made from concrete and high toughness polymers. The methods and compositions are useful for improving the durability of concrete roads and structures, as well as the durability of repairs to concrete roads. | ||||||
| 108 | MULTI-LAYERED CEMENT COMPOSITIONS CONTAINING PHOTOCATALYST PARTICLES AND METHOD FOR CREATING MULTI-LAYERED CEMENT COMPOSITIONS CONTAINING PHOTOCATALYST PARTICLES | US13795413 | 2013-03-12 | US20130266370A1 | 2013-10-10 | MIKE GUNTHER |
| A concrete slab construction is provided for use in both horizontal and vertical structures. The slab construction includes two layers. The first layer of concrete is a base layer comprised of traditional concrete materials. In addition, the concrete slab construction includes a second exterior layer of concrete which contains photocatalyst particles. Preferred photocatalytic materials include titanium dioxide in the anatase form. The concrete slab construction provides for reduction of green house gases and reduction in organic stains. | ||||||
| 109 | LITHO-MOSAIC | US13735577 | 2013-01-07 | US20130125504A1 | 2013-05-23 | 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. | ||||||
| 110 | REINFORCED ICE FOR ROAD SURFACES AND A METHOD OF FABRICATING THEREOF | US13290191 | 2011-11-07 | US20120076581A1 | 2012-03-29 | Thomas LaGrotta; Michael LaGrotta; Anthony LaGrotta |
| A method of fabricating a composite road surface in cold climates for ice roads. In one embodiment the road surface includes: a combination of water and sawdust that is placed on the road surface and frozen. The composite road surface may include a base layer of ice, a color layer over the base layer and a cover layer over the color layer, the cover layer being worn or removed exposing the color layer. | ||||||
| 111 | Reinforced ice for road surfaces and a method of fabricating thereof | US11977325 | 2007-10-25 | US20090110482A1 | 2009-04-30 | Thomas LaGrotta; Michael LaGrotta; Anthony LaGrotta |
| The present invention provides a method of fabricating road surfaces in cold climates for ice roads. In one embodiment the road surface includes: a combination of water and sawdust that is placed on the road surface and frozen. | ||||||
| 112 | LITHO-MOSAIC | US12251336 | 2008-10-14 | US20090038755A1 | 2009-02-12 | 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. | ||||||
| 113 | Method of making temporary roads from plant fibre | US10942386 | 2004-09-16 | US20050042028A1 | 2005-02-24 | Albert Klyne |
| A method of making temporary roads out of plant fibre includes a first step of providing plant fibre of differing lengths. A second step involves spreading the plant fibre along an intended travel path. A third step involves compacting the plant fibre. It has been found that medium length elongate plant fibre, when present in sufficient quantity, serve to mesh together the short length plant fibre to form a cohesive ground cover mat. | ||||||
| 114 | Paving material for absorbing electromagnetic wave and pavement structure using it | US10491319 | 2001-09-28 | US20050013661A1 | 2005-01-20 | Toshio Saito; Kenichi Harakawa; Yoshitaka Wakinaka; Takeshi Kunishima; Kenichi Yoshimura; Yoshifumi Fujii; Shin-ichiro Andoh; Takeo Iwata; Masakazu Sato |
| 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. | ||||||
| 115 | METHOD FOR BUILDING ROADS AND PARKING ZONES WITH A PERMEABLE BASE AND RESULTING PRODUCT | PCT/MX0000019 | 2000-04-07 | WO0063495A3 | 2001-04-12 | DE BUEN UNNA NESTOR; GUEVARA NIETO LUIS GERMAN; GRAU GENESIAS JAIME |
| The invention relates to a method for building roads and parking zones enabling passage and filtration of water and having absorption wells helping the water penetrate into the subsoil. The method comprises the following steps: 1) cleaning and removing grass and trash using conventional tools; 2) compacting the soil manually or mechanically; 3) placing enclosure means, frames or permeable concrete walls with a filling; 4) placing an aggregates filling excluding dust and powder type particles; 5) casting a permeable concrete slab; 6) vibrocompacting the permeable concrete flagstone; 7) placing an asphalt or permeable vibrocompacted concrete carpet. All these elements rest on a hard aggregate filling having no dusts or sands and a permeable concrete flagstone to distribute loads. | ||||||
| 116 | 인조잔디용 탄성 충진재 조성물 | KR1020140056487 | 2014-05-12 | KR101446458B1 | 2014-10-06 | 최태식; 최우석 |
| The present invention relates to a filler composition for artificial grass and, more particularly, to an eco-friendly elastic filler composition for artificial grass having an excellent heat blocking function, containing 1.5 to 4.0 wt% of at least one type of natural material selected from wood powder, cork powder, and resin; 0.5 to 2.5 wt% of at least one type of inorganic pigment selected from iron oxide, titanium dioxide, chromic oxide, titanium, and cobalt; 30.0 to 40.0 wt% of at least one type of rubber selected from unvulcanized natural rubber or synthetic rubber styrene butadiene styrene (SBS); 8.0 to 10.0 wt% of at least one type of polymer resin selected from polyethylene resin or polypropylene resin; 30.0 to 45.0 wt% of at least one type of filler selected from talc, calcium carbonate, and process oil; 2.0 to 2.5 wt% of a cross-linking agent; 1.0 to 2.3 wt% of a stearic acid or fatty acid metallic salt lubricant; and 1.0 to 2.0 wt% of a coloring agent. | ||||||
| 117 | 줄눈 시공이 필요 없는 바텀애쉬를 이용한 도로포장재 및 그 포장공법 | KR1020120108675 | 2012-09-28 | KR1020140042220A | 2014-04-07 | 김용호 |
| The present invention relates to pavement materials and the pavement method that allows pavement construction for park sites, play grounds, golf courses, cart roads, trails, pedestrian roads, bicycle roads and automobile-dedicated roads, etc. by using clayey sand, silty sand, sandy soil, Masato soil, etc. accompanied by weak bonds and widely distributed around road pavement construction or in natural conditions together with bottom ash with no addition of any cement and without requiring masonry joint construction and that employs bottom ash not requiring masonry joint construction, unlike existing asphalt, concrete and road pavement with an addition of cement. The road pavement materials using bottom ash that requires no masonry joint construction according to the present invention are formed as pavement particles by mixing 30-70 wt% of bottom ash aggregates and 30-70 wt% of earth and sand and composed by mixing 50-70 liters of stabilizer per 1m^3 of the pavement particles. | ||||||
| 118 | 친환경 포설형 황토 탄성칩 및 그 제조방법 | KR1020120006079 | 2012-01-19 | KR101236434B1 | 2013-02-22 | 김성노 |
| PURPOSE: An elastic chip coated with loess is provided to be environmentally friendly such as anion or far infrared ray. CONSTITUTION: An elastic chip coated with loess comprises: a step of forming a coating layer on the surface of a regenerated rubber chip. The coating layer is formed of 3-8 parts by weight of a raw yellow soil, 3-10 parts by weight of a binder mixture, and 0.1-1 parts by weight of a silane compound. The silane compound is selected from methyl trimethoxy silane, 3-glycidoxy propyl trimethoxysilane, 3-methacryloxypropyltrimethoxy silane, and aminopropyl triethoxysilane. | ||||||
| 119 | Worm-mix recycling polymer modified additive material, method of producing thefeof and worm-mix recycling polymer modified asphalt concrete | KR20120054559 | 2012-05-23 | KR101195856B1 | 2012-10-30 | LEE CHOON BAE; JUNG YUN WOO; OH YOUNG JO; LEE IL WOO; WOO JUNG SU; JEONG GIL CHAE; KIM JUNG CHON; LEE KYOUNG AH |
| PURPOSE: A warm-mix recycling modifier, a manufacturing method thereof and a warm-mix recycling modified asphalt concrete using the same are provided to enhance physical properties of the modified asphalt concrete and stickiness of the recycled asphalt. CONSTITUTION: A warm-mix recycling modifier comprises 20-50 wt% of process oil, 4-35 wt% of tackifier, 0.5-20 wt% of viscosity reducing agent, 0.5-6 wt% of emulsifier, 10-40 wt% of polymer modifier and 30-65 wt% of water. The viscosity reducing agent is more than one or two selected from micro wax, stearate, oxidation wax, wax emulsion, stearic acid, plasticizer and plant oil. The emulsifier is more than one or two mixtures selected from cationic surfactant, anionic surfactant, non-ionic surfactant and zwitterionic surfactant. A manufacturing method of the warm-mix recycling modifier comprises the following steps: primary scattering by putting 4-35 wt% of tackifier and 0.5-20 wt% of viscosity reducing agent into 20-50 wt% of process oil at 110-200°C; secondary scattering by controlling the temperature of the primary scattered material as 60-120 deg. Celsius and putting 0.5-6 wt% of emulsifier to the primary scattered material; tertiary scattering by putting 30-65 wt% of water to the second scattered material; and the fourth scattering after putting 10-40 wt% of polymer modifier into the tertiary scattered material. | ||||||
| 120 | 토양 조성물 및 이를 이용한 시공방법 | KR1020110001864 | 2011-01-07 | KR1020120080417A | 2012-07-17 | 이좌형 |
| PURPOSE: Soil composition and a construction method using the same are provided to be applied to various section. CONSTITUTION: Soil composition includes white acid soil, silica, solidifier and the water. A construction method using the soil composition is as follows. The ground for construction is planarized and foreign materials are eliminated. The composition is spread on the planarized ground. The water is sprayed in the surface of the composition. The composition is solidified during about an hour. | ||||||
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