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1. 发明申请

WO2013147370A1 아스팔트 도로용 보수재 및 이를 이용한 도로보수방법 审中-公开
标题翻译：沥青路面维修材料及使用相同方法修复道路
公开(公告)号：WO2013147370A1
公开(公告)日：2013-10-03
申请号：PCT/KR2012/005863
申请日：2012-07-23
申请人： 로드켐 주식회사 , 최동현 , 박혜정
发明人： 최동현
IPC分类号： C04B26/14 , C04B14/06 , C04B41/45
CPC分类号： C04B26/14 , C04B2111/0075 , C04B2111/72 , E01C7/187 , C04B14/06 , C04B20/008
摘要： 본 발명은 아스팔트 도로용 보수재 및 이를 이용한 보수방법에 관한 것으로, 더욱 구체적으로는 아스팔트 도로에서 범위가 비교적 광범위한 파손 부분을 비롯하여 크랙과 같이 비교적 범위가 협소한 균열 부분을 선택적으로 메울 수 있도록 하는 보수재를 제공하되, 아스팔트의 가열 공정을 배제하고 보수재의 경화속도를 빠르게 하여 공사 소요 시간을 단축할 수 있고 기존 도로 포장체와의 결집력이 우수하며 물이 스며들지 않도록 방수성을 가지는 동시에 보수된 도로면이 서로 연결되어 있어 자동차의 동적 하중이 반복적으로 발생하더라도 내구성을 더욱 향상시킬 수 있도록 할 목적으로, 초속경 에폭시, 실리카샌드로 이루어진 에폭시 몰탈과, 이를 이용한 도로보수방법은 아스팔트 도로의 보수 부분에 상기 보수재를 혼합하여 에폭시몰탈을 만드는 제1단계와 에폭시몰탈을 손상된 포장면에 충진하여 미장처리해 주는 제2단계와, 상기 보수 포장체를 경화시키는 제3단계로 이루어진 아스팔트 도로용 보수재 및 이를 이용한 보수방법이 제공된다.
摘要翻译：本发明涉及一种沥青路面修补材料及其修理方法。更具体地说，本发明提供能够选择性地填充相对宽的损坏部分和沥青路面上较小裂纹部分如裂缝的修复材料，通过去除沥青加热步骤并加快固化速度来缩短施工时间修复材料通过与现有道路路面材料具有优异的结合力和防水性能来防止水分渗透，并且即使在通过相互连接的修理路面重复地产生车辆的动态载荷时，也可以进一步提高耐久性。为此，用于沥青路面的修补材料包括由高速硬化环氧树脂和硅砂形成的环氧砂浆，并且使用该环氧树脂的道路修补方法包括通过将修补材料混合在第一步上制备环氧砂浆修复沥青路面部分，第二步是用环氧树脂砂浆填充损坏的路面，然后进行抹灰工作，第三步修复路面材料。

2. 发明申请

WO2010017283A3 PROCESS FOR COLD-IN-PLACE RECYCLING USING FOAMED ASPHALT AND LUBRICATION ADDITIVE 审中-公开
标题翻译：使用泡沫沥青和润滑添加剂进行冷藏回收的方法
公开(公告)号：WO2010017283A3
公开(公告)日：2010-11-11
申请号：PCT/US2009052830
申请日：2009-08-05
申请人： ALM HOLDING CO , REINKE GERALD H , LANGE DAVID , BAUMGARDNER GAYLON L , DUKATZ ERVIN
发明人： REINKE GERALD H , LANGE DAVID , BAUMGARDNER GAYLON L , DUKATZ ERVIN
IPC分类号： C08L95/00 , C10C3/00
CPC分类号： E01C23/065 , C04B26/26 , C04B2111/0075 , C08J9/00 , C08J2395/00 , C08L95/00 , C08L95/005 , C08L2555/22 , C09D195/005 , E01C7/08 , E01C7/18 , E01C7/187 , E01C7/20 , E01C7/22 , E01C7/265 , E01C7/353 , E01C11/005 , E01C19/05 , E01C19/08 , E01C19/1004 , E01C19/16 , E01C23/12 , E01C2301/50 , Y02A30/333 , Y02W30/95 , Y10T428/2991 , C04B18/167 , C04B24/34 , C04B2103/40
摘要： Cold-in-place asphalt recycling is disclosed. A foamed asphalt may be produced by injecting water and optionally compressed air into a hot asphalt stream. A lubricating surfactant may be added to the hot asphalt stream to improve performance. The foamed asphalt may be mixed with reclaimed material to provide a uniformly coated paving material that can compacted to a desired density.
摘要翻译：本发明公开了现场沥青回收。可以通过将水和任选的压缩空气注入热沥青流中来生产泡沫沥青。可以将润滑表面活性剂加入到热沥青流中以改善性能。发泡沥青可以与再生材料混合以提供可压实至所需密度的均匀涂覆的铺路材料。

3. 发明申请

WO2009021040A2 COMPOSITE TACK FILM FOR ASPHALTIC PAVING, METHOD OF PAVING, AND PROCESS FOR MAKING A COMPOSITE TACK FILM FOR ASPHALTIC PAVING 审中-公开
标题翻译：用于沥青铺装的复合粘结膜，铺设方法以及用于沥青铺装的复合粘合膜的制造方法
公开(公告)号：WO2009021040A2
公开(公告)日：2009-02-12
申请号：PCT/US2008/072339
申请日：2008-08-06
申请人： SAINT GOBAIN TECHNICAL FABRICS AMERICA, INC. , LEE, Sugjoon
发明人： LEE, Sugjoon
IPC分类号： B32B27/00 , E01C7/26 , E01C7/35
CPC分类号： E01C5/22 , E01C7/187 , E01C11/165 , E01C19/22 , Y10T428/26 , Y10T428/266 , Y10T428/269 , Y10T428/2826
摘要： A tack film material comprises a carrier substrate comprising a polymer film having first and second major surfaces. A surface layer on the first and second major surfaces comprises a resinous non-asphaltic material or a material including about 50% or more resinous non-asphaltic component and about 50% or less of asphaltic component. The surface layer is capable of forming a bond with an adjacent layer of asphaltic paving material, when the surface layer is heated to a temperature of about 120°C or more under a pressure that is applied to the tack film material by an overlying layer of the asphaltic paving material having a thickness of about 3.8 cm (1.5 inch) or more laid. The surface layer is not tacky at a temperature of about 20°C and a pressure of about one atmosphere.
摘要翻译：粘性膜材料包括载体基材，该载体基材包含具有第一主表面和第二主表面的聚合物膜。第一和第二主表面上的表面层包含树脂非沥青材料或包含约50％或更多树脂非沥青组分和约50％或更少沥青组分的材料。当表面层在通过上覆层施加到粘性膜材料上的压力下被加热到约120℃或更高的温度时，能够与相邻的沥青铺路材料层形成粘合沥青铺路材料具有约3.8厘米（1.5英寸）或更多的厚度。在约20℃的温度和约1个大气压的压力下，表面层不发粘。

4. 发明申请

WO2008084014A1 REJUVENATING AGENT AND PROCESS FOR RECYCLING OF ASPHALT 审中-公开
标题翻译：重新采购代理和回收沥青的方法
公开(公告)号：WO2008084014A1
公开(公告)日：2008-07-17
申请号：PCT/EP2008/050065
申请日：2008-01-04
申请人： SHELL INTERNATIONALE RESEARCH MAATSCHAPPIJ B.V. , NIGEN-CHAIDRON, Sophie , POROT, Laurent
发明人： NIGEN-CHAIDRON, Sophie , POROT, Laurent
IPC分类号： C08L95/00
CPC分类号： C08L95/00 , C08J11/04 , C08J2395/00 , C08J2491/00 , C08J2495/00 , C08L91/00 , C08L2207/22 , C08L2207/32 , C08L2555/34 , C08L2555/64 , C08L2555/80 , E01C7/187 , Y02P20/143 , Y02W30/70 , C08L53/02
摘要： A rejuvenating agent having a viscosity of from 200 to 60000 cSt at 60°C and comprising 10-90 weight% palm oil and 90-10 weight% bitumen, where the percentages are based upon the total weight of the composition, is disclosed. The rejuvenating agent is suitable for use in hot in-place and hot in-plant recycling processes.
摘要翻译：公开了一种在60℃下具有200至60000cSt的粘度并且包含10-90重量％棕榈油和90-10重量％沥青的复原剂，其百分比基于组合物的总重量。复原剂适用于热就地和热回收工艺。

5. 发明申请

WO1996009439A1 STRESS ABSORBING COMPOSITE FOR ROAD REPAIR 审中-公开
标题翻译：用于道路修复的应力吸收复合材料
公开(公告)号：WO1996009439A1
公开(公告)日：1996-03-28
申请号：PCT/US1995011825
申请日：1995-09-18
申请人： THE BOARD OF TRUSTEES OF THE UNIVERSITY OF ILLINOIS
发明人： THE BOARD OF TRUSTEES OF THE UNIVERSITY OF ILLINOIS , DEMPSEY, Barry, J. , MUKHTAR, Muhammad, Tahir , SENSO, Douglas, M.
IPC分类号： E01C11/18
CPC分类号： B32B7/02 , B32B5/022 , B32B5/024 , B32B11/04 , B32B11/10 , B32B2305/188 , B32B2305/20 , B32B2307/54 , B32B2395/00 , E01C7/187 , E01C11/005 , Y10T428/20 , Y10T428/31815
摘要： The present invention provides a stress absorbing composite for road repair that comprises a low stiffness geotextile, a viscoelastic material disposed over the low stiffness geotextile, and a high stiffness geotextile disposed over the viscoelastic material. Also provided is a method for retarding reflective cracking in an overlay using a stress absorbing composite and a repaired road containing a stress absorbing composite.
摘要翻译：本发明提供一种用于道路修复的应力吸收复合材料，其包括低刚度土工织物，设置在低刚度土工织物上的粘弹性材料和设置在粘弹性材料上的高刚度土工织物。还提供了一种使用应力吸收复合材料和包含应力吸收复合材料的修复道路来减缓覆盖层中的反射裂纹的方法。

6. 发明申请

WO1985005388A1 PAVING METHOD AND PAVEMENT CONSTRUCTION FOR CONCENTRATING MICROWAVE HEATING WITHIN PAVEMENT MATERIAL 审中-公开
标题翻译：用于在放置材料中浓缩微波加热的铺设方法和布置结构
公开(公告)号：WO1985005388A1
公开(公告)日：1985-12-05
申请号：PCT/US1985000910
申请日：1985-05-17
申请人： JEPPSON, Morris, R.
IPC分类号： E01C07/06
CPC分类号： E01C23/065 , E01C7/187 , E01C11/005 , E01C11/123 , E01C11/165 , E01C23/06 , E01C23/14
摘要： A microwave energy reflecting zone (12, 12a, 12b) is provided below the surface of a pavement (11, 11', 11a, 11b) at a depth that is less than the maximum depth that such energy can penetrate into paving materials. The reflective zone, which is formed of electrically conductive material (16, 16a to 16h) results in energy and cost savings in subsequent paving or pavement repair operations that involve microwave heating of thermoplastic pavement and in which it is not necessary to heat down to the full depth to which such energy can penetrate paving materials. The heating is concentrated or localized within a predetermined upper portion of the pavement. The energy concentrated pavement may, for example, be more economically resurfaced when that becomes necessary by microwave heating followed by remixing and recompaction of the heated upper portion of the pavement material. The microwave reflective zone may be arranged to transmit a limited portion of downwardly propagating microwave energy to assure good bonding of the heated overlayer to the underlayer of paving material. Different microwave heating patterns, ranging from a highly uniform heating to heating which increases with depth, may be arranged for by locating the reflective zone at different depths.

7. 发明申请

WO2014063252A1 POTHOLE REPAIR PRODUCT AND MOBILE APPARATUS AND METHOD OF MANUFACTURING AN ASPHALT PATCH 审中-公开
标题翻译：坑修补产品和手机装置及制造沥青垫的方法
公开(公告)号：WO2014063252A1
公开(公告)日：2014-05-01
申请号：PCT/CA2013/050804
申请日：2013-10-24
申请人： GESTION BPRR INC.
发明人： ROY, André
IPC分类号： E01C23/09
CPC分类号： E01C19/45 , C10C3/007 , E01C7/18 , E01C7/187 , E01C7/22 , E01C11/005 , E01C19/002 , E01C19/08 , E01C19/1004 , E01C19/104 , E01C19/1063 , E01C19/463 , E01C23/06 , E01C2019/1081
摘要： A mobile apparatus for the repair of potholes in an asphalt paved surface is described. The apparatus comprises a motor vehicle having a cab and a support platform. A first storage bin for the containment of recycled shingle particles of a predetermined size range or recycled asphalt or combinations thereof. A first conveyor is provided for conveying the particles or recycled asphalt from the first storage bin to an inlet of a radiant heated transport mixing conveyor. A second storage bin for the containment of stone aggregate of a predetermined size range. A second conveyor for conveying and pre- heating the stone aggregate to the inlet of said radiant heated transport mixing conveyor. An asphaltic oil reservoir having a pump at an outlet thereof for feeding a predetermined quantity of the asphaltic oil at the inlet of the radiant heated transport mixing conveyor. The radiant heated transport mixing conveyor having conveying vanes for displacing, mixing and heating the stone aggregate, the recycled asphalt particles or recycled asphalt or combinations thereof and the asphaltic oil to produce an asphalt patch material and feeding same to a dispensing outlet. A controller controls the operation of the first and second conveyors, the pump and the radiant heated transport mixing conveyor.
摘要翻译：描述了用于修复沥青铺砌表面中的坑洼的移动装置。该装置包括具有驾驶室和支撑平台的机动车辆。用于容纳预定尺寸范围的再循环的瓦板颗粒的第一储存箱或再循环沥青或其组合。提供第一输送机用于将颗粒或再循环沥青从第一储存箱输送到辐射加热的输送混合输送机的入口。用于容纳预定尺寸范围的石料集合体的第二储存箱。用于将石料聚集体输送和预加热到所述辐射加热的输送混合输送机的入口的第二输送机。一种沥青储油器，在其出口处具有泵，用于在辐射加热的输送混合输送机的入口处供给预定量的沥青油。辐射加热的运输混合输送机具有用于移动，混合和加热石材骨料，再循环沥青颗粒或再循环沥青或其组合的输送叶片和沥青油，以产生沥青补片材料并将其送入分配出口。控制器控制第一和第二输送机，泵和辐射加热的输送混合输送机的操作。

8. 发明申请

WO2010099471A3 A CRACK RESISTANT LAYER WITH GOOD BEAM FATIGUE PROPERTIES MADE FROM AN EMULSION OF A POLYMER MODIFIED BITUMINOUS BINDER AND METHOD OF SELECTING SAME 审中-公开
标题翻译：具有由聚合物修饰的BITUMINOUS BINDER的乳液制成的良好光束的耐光层的抗破层及其选择方法
公开(公告)号：WO2010099471A3
公开(公告)日：2010-11-11
申请号：PCT/US2010025632
申请日：2010-02-26
申请人： ROAD SCIENCE L L C , BARNAT JAMES J , VOPAT VINCE
发明人： BARNAT JAMES J , VOPAT VINCE
IPC分类号： E01C7/35 , C09D109/00 , C09D195/00 , E01C7/00 , E01C7/18
CPC分类号： E01C7/187 , C08L19/003 , C08L21/00 , C08L95/00 , E01C7/265
摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one emulsified bituminous binder to examine, where the emulsified bituminous binder comprises bitumen, one or more emulsifier, and one or more polymers, where the one or more polymers, the one or more emulsifier, or both include a sufficient amount of conjugated diene such that at least 2.5% of the weight of the emulsified bituminous binder residuum comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the emulsified bituminous binder and an aggregate; testing each bituminous mixture for fatigue properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fracture energy and selecting the emulsified bituminous binder for use in the crack resistant layer based on fatigue properties and fracture energy properties, and/or testing the emulsified bituminous binder residuum for fracture energy and selecting the emulsified bituminous binder for use in the crack resistant layer based on fatigue properties and bituminous binder residuum fracture energy properties.
摘要翻译：一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种乳化沥青粘合剂以检查其中乳化沥青粘合剂包含沥青，一种或多种乳化剂和一种或多种乳化沥青粘合剂聚合物，其中一种或多种聚合物，一种或多种乳化剂或两者均包括足够量的共轭二烯，使得至少2.5％的乳化沥青粘合剂残渣的重量包含共轭二烯，优选至少3.0％以上优选至少3.5％，最优选4.0％; 形成包含乳化沥青粘合剂和骨料的至少一种沥青混合物; 测试每种沥青混合料的疲劳性能; 并选择用于耐裂纹层的沥青粘合剂。该方法还可以包括以下步骤：基于疲劳性能和断裂能量特性，和/或测试用于断裂能的乳化沥青粘合剂残渣，并测试沥青混合物的断裂能，并选择用于抗裂层的乳化沥青粘结剂，基于疲劳性能和沥青粘结剂残渣断裂能性质，选择用于耐裂层的乳化沥青粘合剂。

9. 发明申请

WO2010099117A3 A CRACK RESISTANT LAYER WITH GOOD BINDER FRACTURE ENERGY PROPERTIES AND METHOD OF SELECTING SAME 审中-公开
标题翻译：具有良好粘结性能的耐破层及其选择方法
公开(公告)号：WO2010099117A3
公开(公告)日：2010-11-11
申请号：PCT/US2010025079
申请日：2010-02-23
申请人： ROAD SCIENCE L L C , BARNAT JAMES J , BLANKENSHIP PHILLIP , STEGER RICHARD , LYNN TODD , BAUSANO JASON , DENT JEHNA , MCKINNEY TIM
发明人： BARNAT JAMES J , BLANKENSHIP PHILLIP , STEGER RICHARD , LYNN TODD , BAUSANO JASON , DENT JEHNA , MCKINNEY TIM
IPC分类号： E01C7/35 , C09D109/00 , C09D195/00 , E01C7/00 , E01C7/18
CPC分类号： E01C7/265 , C08L19/003 , C08L21/00 , C08L95/00 , E01C7/187
摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one bituminous binder to examine, where the bituminous binder comprises bitumen and one or more polymers, where the one or more polymers include a sufficient amount of conjugated diene such that at least 2.5% of the bituminous binder's weight comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the bituminous binder and an aggregate; testing each bituminous binder for binder fracture energy properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fatigue properties and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and binder fracture energy properties, and/or testing the bituminous mixture for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on mixture fracture energy properties and bituminous binder fracture energy properties.
摘要翻译：一种选择施加到现有表面的抗裂层的方法，所述方法包括以下步骤：选择至少一种沥青粘合剂以检查沥青粘合剂包含沥青和一种或多种聚合物的情况，其中所述一种或多种聚合物包括足量的共轭二烯，使得至少2.5％的沥青粘合剂的重量包括共轭二烯，优选至少3.0％，更优选至少3.5％，最优选4.0％。形成包含沥青粘合剂和聚集体的至少一种沥青混合物; 测试每种沥青粘合剂的粘结剂断裂能量性质; 并选择用于耐裂纹层的沥青粘合剂。该方法还可以包括以下步骤：基于疲劳性能和粘结剂断裂能量特性，对沥青混合物进行疲劳性能的测试和选择用于抗裂层的沥青粘合剂，和/或测试沥青混合物的断裂能量，并选择基于混合物断裂能特性和沥青粘合剂断裂能性质的用于耐裂纹层的沥青粘合剂。

10. 发明申请

WO2010099060A3 A CRACK RESISTANT LAYER WITH GOOD MIXTURE FRACTURE ENERGY PROPERTIES MADE FROM AN EMULSION OF A POLYMER MODIFIED BITUMINOUS BINDER AND METHOD OF SELECTING SAME 审中-公开
标题翻译：具有良好的混合物的抗破碎层与聚合物改性的BITUMINOUS BINDER的乳液及其选择方法
公开(公告)号：WO2010099060A3
公开(公告)日：2010-11-04
申请号：PCT/US2010024894
申请日：2010-02-22
申请人： ROAD SCIENCE L L C , BARNAT JAMES J , VOPAT VINCE
发明人： BARNAT JAMES J , VOPAT VINCE
IPC分类号： E01C7/35 , C09D109/00 , C09D195/00 , E01C7/00 , E01C7/18
CPC分类号： C08L95/00 , C08L21/00 , C09D109/00 , E01C7/187
摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one emulsified bituminous binder to examine, where the emulsified bituminous binder comprises bitumen, one or more emulsifier, and one or more polymers, where the one or more polymers, the one or more emulsifier, or both include a sufficient amount of conjugated diene such that at least 2.5% of the emulsified bituminous binder residuum weight comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the emulsified bituminous binder and an aggregate; testing each bituminous mixture for mixture fracture energy properties; and selecting a emulsified bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fatigue properties and selecting the emulsified bituminous binder for use in the crack resistant layer based on fatigue properties and mixture fracture energy properties, and/or testing the emulsified bituminous binder residuum for fracture energy and selecting the emulsified bituminous binder for use in the crack resistant layer based on mixture fracture energy properties and bituminous binder fracture residuum energy properties.
摘要翻译：一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种乳化沥青粘合剂以检查其中乳化沥青粘合剂包含沥青，一种或多种乳化剂和一种或多种乳化沥青粘合剂聚合物，其中一种或多种聚合物，一种或多种乳化剂或两者均包括足量的共轭二烯，使得至少2.5％的乳化沥青粘合剂残渣重量包括共轭二烯，优选至少3.0％，更优选在至少3.5％，最优选4.0％; 形成包含乳化沥青粘合剂和骨料的至少一种沥青混合物; 测试每种沥青混合物的混合物断裂能性质; 并选择用于耐裂纹层的乳化沥青粘合剂。该方法还可以包括以下步骤：基于疲劳性能和混合物断裂能性质，和/或测试乳化沥青粘合剂残余物用于断裂能量，测试沥青混合物的疲劳性能并选择用于抗裂层的乳化沥青粘合剂并基于混合断裂能量特性和沥青粘结剂断裂残余能量特性选择用于抗裂层的乳化沥青粘合剂。

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