公开(公告)号：US10167635B2

公开(公告)日：2019-01-01

申请号：US15061389

申请日：2016-03-04

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  B32B13/12 ,  B32B5/22 ,  B32B27/14 ,  B32B5/16 ,  B32B27/32 ,  E01C11/18 ,  E01C9/00 ,  B32B3/30 ,  B32B5/02 ,  B32B3/28 ,  B32B13/02 ,  B32B13/14 ,  B32B5/26 ,  E04C5/07 ,  B32B27/12 ,  B32B7/10 ,  B32B7/12 ,  B32B5/06 ,  B32B3/26 ,  B32B7/04

摘要： A cementitious composite material for in-situ hydration includes a mesh layer, a cementitious material, a sealing layer, and a containment layer. The mesh layer has a first side and a second side. The mesh layer includes a plurality of discontinuous fibers arranged in a nonwoven configuration and coupled with one another. The cementitious material is disposed within the mesh layer. The cementitious material includes a plurality of cementitious particles. The sealing layer is disposed along the first side of the mesh layer and coupled to the plurality of discontinuous nonwoven fibers. The containment layer is disposed along the second side of the mesh layer and configured to prevent the plurality of cementitious particles from migrating out of the mesh layer.

公开(公告)号：US20160186434A1

公开(公告)日：2016-06-30

申请号：US15061389

申请日：2016-03-04

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  E01C11/18 ,  E01C9/00 ,  B32B3/26 ,  B32B5/02

CPC分类号： E04C5/00 ,  B32B3/266 ,  B32B3/28 ,  B32B3/30 ,  B32B5/022 ,  B32B5/024 ,  B32B5/028 ,  B32B5/06 ,  B32B5/16 ,  B32B5/22 ,  B32B5/26 ,  B32B7/045 ,  B32B7/10 ,  B32B7/12 ,  B32B13/02 ,  B32B13/12 ,  B32B13/14 ,  B32B27/12 ,  B32B27/14 ,  B32B27/32 ,  B32B2250/02 ,  B32B2255/02 ,  B32B2255/10 ,  B32B2260/021 ,  B32B2260/044 ,  B32B2262/02 ,  B32B2262/0223 ,  B32B2264/10 ,  B32B2307/31 ,  B32B2307/54 ,  B32B2307/546 ,  B32B2307/7166 ,  B32B2307/72 ,  B32B2307/726 ,  B32B2307/7265 ,  B32B2419/00 ,  B32B2471/00 ,  E01C9/001 ,  E01C11/18 ,  E04C5/07 ,  E04C5/073 ,  Y10T428/24702 ,  Y10T428/249932 ,  Y10T442/198 ,  Y10T442/361 ,  Y10T442/3797 ,  Y10T442/653 ,  Y10T442/699

摘要： A cementitious composite material for in-situ hydration includes a mesh layer, a cementitious material, a sealing layer, and a containment layer. The mesh layer has a first side and a second side. The mesh layer includes a plurality of discontinuous fibers arranged in a nonwoven configuration and coupled with one another. The cementitious material is disposed within the mesh layer. The cementitious material includes a plurality of cementitious particles. The sealing layer is disposed along the first side of the mesh layer and coupled to the plurality of discontinuous nonwoven fibers. The containment layer is disposed along the second side of the mesh layer and configured to prevent the plurality of cementitious particles from migrating out of the mesh layer.

摘要翻译： 用于原位水合的水泥复合材料包括网状层，水泥质材料，密封层和容纳层。 网状层具有第一面和第二面。 网状层包括以非织造构造布置并且彼此连接的多个不连续纤维。 水泥质材料设置在网状层内。 水泥质材料包括多个水泥质颗粒。 密封层沿着网状层的第一侧设置，并与多个不连续的非织造纤维相连接。 容纳层沿网格层的第二侧设置，并且被构造成防止多个水泥质颗粒从网格层移出。

公开(公告)号：US09567750B2

公开(公告)日：2017-02-14

申请号：US14933898

申请日：2015-11-05

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  B32B5/02 ,  B32B7/12 ,  B32B27/32 ,  B32B13/12 ,  B32B5/22 ,  B32B5/16 ,  B32B7/10 ,  B32B27/14 ,  E01C11/18 ,  E01C9/00 ,  B32B3/30 ,  B32B3/28 ,  E04C5/07 ,  B32B13/14 ,  B32B5/26 ,  B32B27/12 ,  B32B13/02 ,  B32B5/06 ,  B32B3/26 ,  B32B7/04

CPC分类号： E04C5/00 ,  B32B3/266 ,  B32B3/28 ,  B32B3/30 ,  B32B5/022 ,  B32B5/024 ,  B32B5/028 ,  B32B5/06 ,  B32B5/16 ,  B32B5/22 ,  B32B5/26 ,  B32B7/045 ,  B32B7/10 ,  B32B7/12 ,  B32B13/02 ,  B32B13/12 ,  B32B13/14 ,  B32B27/12 ,  B32B27/14 ,  B32B27/32 ,  B32B2250/02 ,  B32B2255/02 ,  B32B2255/10 ,  B32B2260/021 ,  B32B2260/044 ,  B32B2262/02 ,  B32B2262/0223 ,  B32B2264/10 ,  B32B2307/31 ,  B32B2307/54 ,  B32B2307/546 ,  B32B2307/7166 ,  B32B2307/72 ,  B32B2307/726 ,  B32B2307/7265 ,  B32B2419/00 ,  B32B2471/00 ,  E01C9/001 ,  E01C11/18 ,  E04C5/07 ,  E04C5/073 ,  Y10T428/24702 ,  Y10T428/249932 ,  Y10T442/198 ,  Y10T442/361 ,  Y10T442/3797 ,  Y10T442/653 ,  Y10T442/699

摘要： A cementitious composite material for in-situ hydration includes a first layer having a nonwoven configuration and a cementitious material disposed within the first layer. The first layer has a first side and an opposing second side, and the first layer includes a plurality of discrete nodes spaced relative to one another along a first direction and a second direction. The cementitious composite material further includes a second layer disposed along the first side of the first layer and a third layer disposed along the opposing second side of the first layer and configured to prevent at least a portion of the plurality of cementitious particles from migrating out of the first layer. The cementitious material includes a plurality of cementitious particles, the first layer and the second layer include flexible materials, and the second layer is coupled to the first layer at the plurality of discrete nodes.

摘要翻译： 用于原位水合的水泥基复合材料包括具有非织造构型的第一层和设置在第一层内的水泥质材料。 第一层具有第一侧和相对的第二侧，并且第一层包括沿着第一方向和第二方向相对于彼此间隔开的多个离散节点。 所述水泥质复合材料还包括沿着所述第一层的第一侧设置的第二层和沿着所述第一层的相对的第二侧设置的第三层，并且被配置为防止所述多个水泥质颗粒的至少一部分迁移出 第一层。 水泥质材料包括多个水泥质颗粒，第一层和第二层包括柔性材料，第二层在多个离散节点处耦合到第一层。

公开(公告)号：US11098486B2

公开(公告)日：2021-08-24

申请号：US16266891

申请日：2019-02-04

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  E04C5/07 ,  B32B13/12 ,  B32B7/10 ,  B32B5/22 ,  B32B5/02 ,  B32B5/16 ,  E01C11/18 ,  E01C9/00 ,  B32B13/02 ,  B32B27/12 ,  B32B5/26 ,  B32B13/14 ,  B32B27/32 ,  B32B27/14 ,  B32B7/12 ,  B32B3/30 ,  B32B5/06 ,  B32B3/28 ,  B32B27/30 ,  B32B27/36 ,  B32B3/20 ,  B32B3/26 ,  B32B7/05

摘要： A cementitious composite includes a first layer, a second layer spaced from the first layer, a cementitious mixture disposed between the first layer and the second layer, and a structure layer disposed between the first layer and the second layer. The cementitious mixture is disposed within the structure layer. The cementitious mixture includes cementitious materials. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite upon curing which is represented by Mw=x·Mc. Mw is the mass of water per unit area of the cementitious composite. Mc is a mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is a ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is between 0.25 and 0.55.

公开(公告)号：US20200277787A1

公开(公告)日：2020-09-03

申请号：US16878122

申请日：2020-05-19

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  E04C5/07 ,  B32B27/32 ,  B32B27/14 ,  B32B13/12 ,  B32B7/10 ,  B32B5/22 ,  B32B7/12 ,  B32B3/30 ,  B32B5/02 ,  B32B5/16 ,  E01C11/18 ,  E01C9/00 ,  B32B5/06 ,  B32B13/02 ,  B32B27/12 ,  B32B5/26 ,  B32B13/14 ,  B32B3/28 ,  B32B27/30 ,  B32B27/36 ,  B32B3/20

摘要： A cementitious composite includes a first layer, a second layer, and a cementitious mixture disposed between the first layer and the second layer. The cementitious mixture includes (i) cementitious materials and (ii) a viscosity modifier and/or an accelerator. The cementitious materials provide a void fraction between 0.64 and 1.35. The void fraction is defined as the ratio of the volume of the voids within the cementitious mixture per unit area of the cementitious composite to the volume of the cementitious materials per unit area of the cementitious composite. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite. A ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite is between 0.25 and 0.55.

公开(公告)号：US11428006B2

公开(公告)日：2022-08-30

申请号：US16878122

申请日：2020-05-19

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  E04C5/07 ,  B32B27/14 ,  B32B13/12 ,  E01C11/18 ,  E01C9/00 ,  B32B13/02 ,  B32B13/14 ,  B32B27/32 ,  B32B7/10 ,  B32B5/22 ,  B32B7/12 ,  B32B3/30 ,  B32B5/02 ,  B32B5/16 ,  B32B5/06 ,  B32B27/12 ,  B32B5/26 ,  B32B3/28 ,  B32B27/30 ,  B32B27/36 ,  B32B3/20 ,  B32B3/26 ,  B32B7/05

摘要： A cementitious composite includes a first layer, a second layer, and a cementitious mixture disposed between the first layer and the second layer. The cementitious mixture includes (i) cementitious materials and (ii) a viscosity modifier and/or an accelerator. The cementitious materials provide a void fraction between 0.64 and 1.35. The void fraction is defined as the ratio of the volume of the voids within the cementitious mixture per unit area of the cementitious composite to the volume of the cementitious materials per unit area of the cementitious composite. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite. A ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite is between 0.25 and 0.55.

公开(公告)号：US20210230874A1

公开(公告)日：2021-07-29

申请号：US17231397

申请日：2021-04-15

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  B32B3/28 ,  B32B13/14 ,  B32B5/26 ,  B32B27/12 ,  B32B13/02 ,  E01C9/00 ,  E01C11/18 ,  B32B5/02 ,  B32B5/16 ,  B32B3/30 ,  B32B5/22 ,  B32B7/10 ,  B32B13/12 ,  B32B27/14 ,  B32B27/32 ,  E04C5/07 ,  B32B7/12

摘要： A cementitious composite includes a structure layer, cementitious material, a first layer, and a second layer. The structure layer defines a plurality of open spaces. The cementitious material is disposed within the plurality of open spaces of the structure layer. The first layer is disposed along a first side of the structure layer. The second layer is disposed along an opposing second side of the structure layer. The second layer is positioned to prevent at least a portion of the cementitious material from migrating out of the structure layer.

公开(公告)号：US20190169847A1

公开(公告)日：2019-06-06

申请号：US16266891

申请日：2019-02-04

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  E04C5/07 ,  B32B27/30 ,  B32B27/36 ,  B32B3/20 ,  B32B3/28 ,  E01C9/00 ,  B32B27/32 ,  B32B27/14 ,  B32B13/12 ,  B32B7/10 ,  B32B5/22 ,  B32B7/12 ,  B32B3/30 ,  B32B5/02 ,  B32B5/16 ,  E01C11/18 ,  B32B5/06 ,  B32B13/02 ,  B32B27/12 ,  B32B5/26 ,  B32B13/14

摘要： A cementitious composite includes a first layer, a second layer spaced from the first layer, a cementitious mixture disposed between the first layer and the second layer, and a structure layer disposed between the first layer and the second layer. The cementitious mixture is disposed within the structure layer. The cementitious mixture includes cementitious materials. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite upon curing which is represented by Mw=x·Mc. Mw is the mass of water per unit area of the cementitious composite. Mc is a mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is a ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is between 0.25 and 0.55.

公开(公告)号：US20190127980A1

公开(公告)日：2019-05-02

申请号：US16224567

申请日：2018-12-18

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  E04C5/07 ,  B32B3/28 ,  B32B13/14 ,  B32B5/26 ,  B32B27/12 ,  B32B13/02 ,  E01C9/00 ,  E01C11/18 ,  B32B7/12 ,  B32B5/02 ,  B32B5/16 ,  B32B3/30 ,  B32B5/22 ,  B32B7/10 ,  B32B13/12 ,  B32B27/14 ,  B32B27/32

摘要： A cementitious composite includes a structure layer, a cementitious material, a water-impermeable sealing layer, and a containment layer. The structure layer has a first side and an opposing second side. The structure layer defines a plurality of open spaces. The cementitious material includes a plurality of cementitious particles disposed within the plurality of open spaces of the structure layer. The water-impermeable sealing layer is disposed along the first side of the structure layer. The containment layer is disposed along the opposing second side of the structure layer. The containment layer is positioned to prevent the plurality of cementitious particles from migrating out of the structure layer through the containment layer.

公开(公告)号：US10221569B2

公开(公告)日：2019-03-05

申请号：US15807373

申请日：2017-11-08

申请人： Cortex Composites, Inc.

发明人： Curren E. Krasnoff ,  Neal S. Berke

IPC分类号： E04C5/00 ,  B32B3/30 ,  B32B13/14 ,  B32B5/26 ,  B32B3/28 ,  E04C5/07 ,  B32B27/12 ,  E01C9/00 ,  B32B13/02 ,  B32B27/32 ,  B32B13/12 ,  E01C11/18 ,  B32B5/02 ,  B32B5/16 ,  B32B7/10 ,  B32B5/22 ,  B32B7/12 ,  B32B27/14 ,  B32B5/06 ,  B32B27/30 ,  B32B27/36 ,  B32B3/20 ,  B32B3/26 ,  B32B7/04 ,  B32B7/05

摘要： A cementitious composite for in-situ hydration includes a first layer, a second layer spaced from the first layer, and a cementitious mixture disposed between the first layer and the second layer. The cementitious mixture includes cementitious materials. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite upon curing which is represented by Mw=x·Mc. Mw is the mass of the water per unit area of the cementitious composite. Mc is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite. x is between 0.25 and 0.55.