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1. 发明申请

US20160368659A1 COMPOSITE CONCRETE PALLET 审中-公开
标题翻译：复合混凝土托盘
公开(公告)号：US20160368659A1
公开(公告)日：2016-12-22
申请号：US14745914
申请日：2015-06-22
申请人： Bastian Solutions, LLC
发明人： William A. Bastian, II , Garrett Clark
IPC分类号： B65D19/00 , B29C47/02 , B29C39/18
CPC分类号： B65D19/0012 , B29C39/18 , B29C48/15 , B29L2031/7178 , B65D19/0014 , B65D2519/00039 , B65D2519/00044 , B65D2519/00074 , B65D2519/00079 , B65D2519/00144 , B65D2519/00149 , B65D2519/00268 , B65D2519/00273 , B65D2519/00288 , B65D2519/00318 , B65D2519/00363 , B65D2519/00467 , B65D2519/00472 , B65D2519/00477 , B65D2519/00562 , B65D2519/00786 , B65D2519/00791 , Y02A30/336
摘要： A composite pallet is made of concrete. The concrete material can include various concrete mixtures, such as Fiber Reinforced Concrete (FRC) or an Engineered Cementitious Composite (ECC). It also can include microspheres. The concrete material can be cast in a mold or formed via an extrusion process and then cured. The pallet components can include a core material that can form various voids or cavities. The core material can include polystyrene foam, and the foam forms a honeycomb, which is then filled with the concrete material. The concrete material can also be dyed to create different colors to identify the pallets. The pallets can further include plastic and/or rubber bumpers on the corners and/or edges to prevent or minimize chipping. The resulting pallet can be cured using carbon dioxide (CO2) curing which reduces the cure time to about an hour or less.
摘要翻译：复合托盘由混凝土制成。混凝土材料可以包括各种混凝土混合物，例如纤维增强混凝土（FRC）或工程水泥复合材料（ECC）。它也可以包括微球。混凝土材料可以浇铸在模具中或通过挤出工艺形成，然后固化。托盘部件可以包括可以形成各种空隙或空腔的芯材料。核心材料可以包括聚苯乙烯泡沫，并且泡沫形成蜂窝体，然后填充混凝土材料。混凝土材料也可以染色以产生不同的颜色来识别托盘。托板还可以包括角部和/或边缘上的塑料和/或橡胶缓冲器，以防止或最小化碎屑。所得到的托盘可以使用二氧化碳（CO 2）固化固化，其将固化时间减少至约1小时或更短。

2. 发明授权

US09322181B2 Simulated log siding 有权
标题翻译：模拟对数壁板
公开(公告)号：US09322181B2
公开(公告)日：2016-04-26
申请号：US14096252
申请日：2013-12-04
申请人： Concrete Log Systems, Inc.
发明人： Michael R. Cook , Stewart K. Hansen , Robert L. Whitson
IPC分类号： E04F13/00 , E04B2/58 , E04F13/08 , B28B7/00 , E04B2/70 , E04F13/14
CPC分类号： E04F13/0873 , B28B7/007 , E04B2/708 , E04B2/709 , E04F13/08 , E04F13/0862 , E04F13/0898 , E04F13/147 , E04F13/165 , E04F13/185 , E04F13/24 , Y02A30/336
摘要： Simulated log siding is formed of an engineered cementitious composite. Single or dual flanges on each log piece is used to apply siding units to a surface. Some siding members are molded into a three dimensional configuration to appear as a structural wood log. Individual end pieces and molded tail clusters when used with the siding provide the appearance of the characteristic stacked or staggered corners of a log structure.
摘要翻译：模拟对数壁板由工程水泥复合材料形成。每个原木上的单或双凸缘都用于将表面单元应用于表面。一些壁板构件被模制成三维结构以显示为结构木材。当与侧板一起使用时，单个端部件和模制尾部组合提供了对数结构的特征堆叠或交错角落的外观。

3. 发明申请

US20150274594A1 SPRAYABLE STRAIN HARDENING BRITTLE MATRIX COMPOSITES WITH FIRE-RESISTANCE AND HIGH DUCTILITY 有权
标题翻译：具有耐火和高密度性的可膨胀应变硬化基体复合材料
公开(公告)号：US20150274594A1
公开(公告)日：2015-10-01
申请号：US14667821
申请日：2015-03-25
申请人： THE REGENTS OF THE UNIVERSITY OF MICHIGAN
发明人： Victor C. LI , Qian ZHANG
IPC分类号： C04B28/28
CPC分类号： C04B28/28 , C04B28/02 , C04B2111/00068 , C04B2111/00146 , Y02A30/336 , C04B14/202 , C04B20/0036 , C04B20/0048 , C04B24/2641 , C04B38/0054 , C04B2103/304 , C04B2103/32 , C04B16/0641 , C04B16/0633
摘要： A formulation of a spray applied fire-resistive engineered cementitious composite (SFR-ECC) which is made by addition of polymeric fibers, vermiculite, bonding agent and lightweight aggregates to cement and water. The SFR-ECC formulation is made in wet cement and can be spray-applied. The durable SFR-ECC exhibits thermal conductivities sufficient for fire resistance with increased tensile ductility and impact resistance.
摘要翻译：喷雾施用的耐火工程水泥复合材料（SFR-ECC）的配方，其通过将聚合物纤维，蛭石，粘合剂和轻质骨料加入水泥和水中制成。 SFR-ECC配方采用湿式水泥制成，可喷涂。耐用的SFR-ECC具有足够的耐热性，具有提高的拉伸延展性和抗冲击性的热导率。

4. 发明授权

US07799127B2 High early strength engineered cementitious composites 有权
标题翻译：高强度工程水泥复合材料
公开(公告)号：US07799127B2
公开(公告)日：2010-09-21
申请号：US11673263
申请日：2007-02-09
申请人： Victor C. Li , Shuxin Wang
发明人： Victor C. Li , Shuxin Wang
IPC分类号： C04B14/38
CPC分类号： C04B28/02 , C04B40/0039 , C04B2111/72 , Y02A30/336 , Y02W30/92 , C04B18/08 , C04B20/0048 , C04B22/008 , C04B2103/12 , C04B2103/32 , C04B14/06 , C04B14/10 , C04B14/108 , C04B14/303 , C04B14/308 , C04B16/04 , C04B16/0641 , C04B22/085 , C04B24/223 , C04B40/0028 , C04B24/2647
摘要： Rapid repair and retrofit of existing infrastructures demand durable high early strength materials that not only deliver sufficient strength within a few hours of placement but also significantly prolong the maintenance interval. The invention comprises a class of newly developed polyvinyl alcohol (PVA) fiber-reinforced high early strength engineered cementitious composites (ECC) materials featuring extraordinary ductility. The tailoring of preexisting flaw size distribution through non-matrix interactive crack initiators in the composite matrix results in high tensile ductility. The resulting high early strength ECC materials are capable of delivering a compressive strength of 21 MPa (3.0 ksi) within 4 hours after placement and retaining long-term tensile strain capacity above 2%.
摘要翻译：现有基础设施的快速修复和改造需要耐用的高强度材料，不仅在放置几个小时内提供足够的强度，而且显着延长维护间隔时间。本发明包括一类新开发的聚乙烯醇（PVA）纤维增强高强度工程水泥复合材料（ECC）材料，具有非凡的延展性。通过复合矩阵中的非矩阵相互作用裂纹引发器预先存在的缺陷尺寸分布的裁剪导致高拉伸延性。所得到的高的早期强度ECC材料能够在放置之后的4小时内提供21MPa（3.0ksi）的抗压强度并且保持长期的拉伸应变能力高于2％。

5. 发明申请

US20170247844A1 DECONSTRUCTABLE SUPPORT COLUMN STRUCTURES 审中-公开
公开(公告)号：US20170247844A1
公开(公告)日：2017-08-31
申请号：US15594145
申请日：2017-05-12
申请人： Board of Regents of the Nevada System of Higher Education on behalf of the University of Nevada, R
发明人： Mehdi Saiidi
IPC分类号： E01D22/00 , E02D27/42 , E01D19/02 , E04C3/34 , E04C3/36
CPC分类号： E01D22/00 , E01D19/02 , E02D27/01 , E02D27/42 , E02D2300/00 , E04C3/34 , E04C3/36 , Y02A30/336
摘要： A method of disassembling a support column structure can include de-coupling a plurality of first reinforcing bars from a removable portion, lifting the column portion off the removable portion, and de-coupling a plurality of second reinforcing bars from the removable portion. The first reinforcing bars can coupled to and extend from a column portion and can be spaced from a base portion. The second reinforcing bars can be coupled to and extend from the base portion and can be spaced from the first reinforcing bars and the column portion.

6. 发明申请

US20140191436A1 3-MODE BLENDED FIBERS IN AN ENGINEERED CEMENTITIOUS COMPOSITE 有权
标题翻译： 3模式混合纤维在工程化的复合材料
公开(公告)号：US20140191436A1
公开(公告)日：2014-07-10
申请号：US14116969
申请日：2012-05-11
申请人： Jeffrey Charles Chastain , Yongjun Chen , Mark Thomas Fisher , Caidian Luo , Huaijun Wang
发明人： Jeffrey Charles Chastain , Yongjun Chen , Mark Thomas Fisher , Caidian Luo , Huaijun Wang
IPC分类号： C04B20/00 , B28B1/52
CPC分类号： C04B20/0052 , B28B1/522 , C04B28/02 , C04B28/04 , Y02A30/336 , Y02W30/97 , C04B14/06 , C04B16/0633 , C04B18/24 , C04B40/024
摘要： Disclosed herein are fiber reinforced cement composite materials incorporating a 3-mode fiber blend that includes cellulose pulp and synthetic fibers in a ratio selected to provide the composite material with improved water absorption characteristics and the same or improved mechanical properties as compared to equivalent composite materials reinforced with predominantly or all cellulose fibers. Also disclosed herein are fiber blends comprised of a combination of cellulose fibers and polypropylene fibers adapted to reinforce cementitious composite articles manufactured by the Hatschek process and autoclave cured.
摘要翻译：本文公开的是掺入3模式纤维混合物的纤维增强水泥复合材料，其包括选择的比例的纤维素纸浆和合成纤维，以提供复合材料具有改善的吸水特性，以及与增强的等效复合材料相比相同或改善的机械性能主要或全部是纤维素纤维。本文还公开了由纤维素纤维和聚丙烯纤维的组合组成的纤维混合物，其适用于加强由Hatschek方法制造的水泥质复合材料制品并进行高压釜固化。

7. 发明申请

US20070181040A1 High Early Strength Engineered Cementitious Composites 有权
标题翻译：高早期强度工程水泥复合材料
公开(公告)号：US20070181040A1
公开(公告)日：2007-08-09
申请号：US11673263
申请日：2007-02-09
申请人： Victor C. Li , Shuxin Wang
发明人： Victor C. Li , Shuxin Wang
IPC分类号： C04B28/00 , C04B18/06 , C04B24/00
CPC分类号： C04B28/02 , C04B40/0039 , C04B2111/72 , Y02A30/336 , Y02W30/92 , C04B18/08 , C04B20/0048 , C04B22/008 , C04B2103/12 , C04B2103/32 , C04B14/06 , C04B14/10 , C04B14/108 , C04B14/303 , C04B14/308 , C04B16/04 , C04B16/0641 , C04B22/085 , C04B24/223 , C04B40/0028 , C04B24/2647
摘要： Rapid repair and retrofit of existing infrastructures demand durable high early strength materials that not only deliver sufficient strength within a few hours of placement but also significantly prolong the maintenance interval. The invention comprises a class of newly developed polyvinyl alcohol (PVA) fiber-reinforced high early strength engineered cementitious composites (ECC) materials featuring extraordinary ductility. The tailoring of preexisting flaw size distribution through non-matrix interactive crack initiators in the composite matrix results in high tensile ductility. The resulting high early strength ECC materials are capable of delivering a compressive strength of 21 MPa (3.0 ksi) within 4 hours after placement and retaining long-term tensile strain capacity above 2%.
摘要翻译：现有基础设施的快速修复和改造需要耐用的高强度材料，不仅在放置几个小时内提供足够的强度，而且显着延长维护间隔时间。本发明包括一类新开发的聚乙烯醇（PVA）纤维增强高强度工程水泥复合材料（ECC）材料，具有非凡的延展性。通过复合矩阵中的非矩阵相互作用裂纹引发器预先存在的缺陷尺寸分布的裁剪导致高拉伸延性。所得到的高的早期强度ECC材料能够在放置之后的4小时内提供21MPa（3.0ksi）的抗压强度并且保持长期的拉伸应变能力高于2％。

8. 发明申请

US20020002801A1 Collapse-resistant frame system for structures 有权
标题翻译：用于结构的抗倒塌框架系统
公开(公告)号：US20020002801A1
公开(公告)日：2002-01-10
申请号：US09902065
申请日：2001-07-10
发明人： Gregor D. Fischer , Victor C. Li
IPC分类号： E04B001/98 , E04H009/02 , E04H012/00 , E04C003/30
CPC分类号： E04C3/46 , E01D19/00 , E04B1/2403 , E04C3/44 , E04C5/073 , E04H9/02 , F16B2200/403 , Y02A30/336 , Y10T403/3906 , Y10T403/3913
摘要： A collapse-resistant frame system (10) for a bridge or building structure includes a plurality of mechanically-interconnected columns (12) and beams (14). At least the lowermost columns are formed of a material (28) that exhibits quasi-elastic behavior in response to seismic excitation, while the beams of the frame system are formed of a material (22) that exhibits elastic/plastic behavior, such that quasi-elastic flexure of the columns under seismic loading will cause plastic hinge formation in the beam ends (26) to thereby dissipate the rotational energy without significant plastic hinge formation in the column bases. In a disclosed embodiment, the column material is an engineered cementitious composite (ECC) matrix (30) reinforced with fiber-reinforced plastic (FRP) (32) to thereby provide a relatively-high flexural strength member having a relatively-lower flexural stiffness and higher elastic deformation limit, while the beam material is an ECC matrix reinforced with mild steel rebar (34) to thereby provide a relatively-lower flexural strength member featuring high energy-absorbing capacity.
摘要翻译：一种用于桥梁或建筑结构的抗倒塌框架系统（10）包括多个机械互连的柱（12）和梁（14）。至少最下面的柱由具有响应于地震激发的弹性特性的材料（28）形成，而框架系统的梁由具有弹性/塑性行为的材料（22）形成，使得准在地震荷载下的柱的弹性挠曲将导致梁端部（26）中的塑性铰链形成，从而消散旋转能量，而不会在柱底部中形成明显的塑性铰链。在公开的实施例中，柱材料是用纤维增强塑料（FRP）（32）增强的工程水泥基复合材料（ECC）基体（30），从而提供具有相对低的弯曲刚度的相对高的弯曲强度构件，更高的弹性变形极限，而梁材料是用软钢筋（34）加强的ECC基体，从而提供具有高能量吸收能力的相对较低的弯曲强度构件。

9. 发明授权

US09695598B2 Simulated log siding 有权
公开(公告)号：US09695598B2
公开(公告)日：2017-07-04
申请号：US15137529
申请日：2016-04-25
申请人： Concrete Log Systems, Inc.
发明人： Michael R. Cook , Stewart K. Hansen , Robert L. Whitson
IPC分类号： E04F13/00 , E04B2/58 , E04F13/08 , B28B7/00 , E04F13/14 , E04B2/70 , E04F13/16 , E04F13/18 , E04F13/24
CPC分类号： E04F13/0873 , B28B7/007 , E04B2/708 , E04B2/709 , E04F13/08 , E04F13/0862 , E04F13/0898 , E04F13/147 , E04F13/165 , E04F13/185 , E04F13/24 , Y02A30/336
摘要： Simulated log siding is formed of an engineered cementitious composite. Single or dual flanges on each log piece is used to apply siding units to a surface. Some siding members are molded into a three dimensional configuration to appear as a structural wood log. Individual end pieces and molded tail clusters when used with the siding provide the appearance of the characteristic stacked or staggered corners of a log structure.

10. 发明授权

US09512344B2 Thermally adaptive ductile concrete 有权
标题翻译：热稳定性延性混凝土
公开(公告)号：US09512344B2
公开(公告)日：2016-12-06
申请号：US14768049
申请日：2014-02-14
申请人： THE REGENTS OF THE UNIVERSITY OF MICHIGAN
发明人： Victor C. Li , Devki Desai
IPC分类号： C04B16/06 , C04B24/08 , C04B22/06 , C09K5/14 , C04B28/04 , C04B14/48 , C04B16/00 , C04B20/00 , C04B111/00
CPC分类号： C09K5/14 , C04B14/48 , C04B16/00 , C04B16/06 , C04B16/0625 , C04B16/0633 , C04B16/0641 , C04B20/0048 , C04B28/04 , C04B2111/00318 , C04B2201/32 , Y02A30/336 , Y02W30/92 , C04B14/062 , C04B18/08 , C04B20/10 , C04B24/36 , C04B2103/32 , C04B2103/0071 , C04B24/08
摘要： A Thermally Adaptive Ductile Concrete (PCM-ECC) having a tensile ductility ceramic with 5 times the thermal resistance, 2 times the specific heat capacity, and 400 times the tensile strain capacity of regular concrete.
摘要翻译：具有耐热性5倍，耐热容量2倍的普通混凝土的拉伸延性陶瓷的热适应性球墨体（PCM-ECC）和400倍的拉伸应变能力。

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