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公开(公告)号:US20180354849A1
公开(公告)日:2018-12-13
申请号:US15580495
申请日:2016-06-13
Inventor: Barbara MILOW , Lorenz RATKE , Torsten WELSCH , Silvia FICKLER , Martina SCHNELLENBACH-HELD , Jan-Eric HABERSAAT
CPC classification number: C04B14/302 , C04B14/062 , C04B24/2647 , C04B28/04 , C04B40/0028 , C04B2103/32 , C04B2111/28 , C04B2201/32 , C04B2201/50 , C04B2103/34 , C04B14/064
Abstract: The invention provides an aerogel-concrete mixture, a high-performance aerogel concrete obtained therefrom, and a method for production thereof. The problem addressed by the present application is that of providing pressure-resistant but not very thermally conductive concretes, precast concrete components, screeds, screeds for precast components, (glassfibre-) reinforced concrete, fire protection panels, construction elements for thermal partition and blocks. The aerogel-concrete mixture contains: 10% to 85% by volume/m3 of aerogel pellets having a grain size in the range from 0.01 to 4 mm, 100 to 900 kg/m3 of inorganic hydraulic binder, 10% to 40% by weight based on the binder content of at least one silica gel suspension, 1% to 5% by weight based on the binder content of at least one plasticizer, 0.2% to 1% by weight based on the binder content of at least one stabilizer and 0% to 60% by volume/m3 of at least one lightweight aggregate.
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公开(公告)号:US20180208509A1
公开(公告)日:2018-07-26
申请号:US15736350
申请日:2016-06-14
Inventor: Giovanni Pietro TERRASI , Mateusz Ryszard WYRZYKOWSKI , Pietro LURA
CPC classification number: C04B28/04 , C04B28/02 , C04B28/021 , C04B28/06 , C04B28/065 , C04B28/08 , C04B28/10 , C04B40/0039 , C04B40/0042 , C04B40/0046 , C04B2201/50 , C04B2201/52 , E04C3/26 , E04C5/085 , Y02W30/92 , Y02W30/94 , C04B14/06 , C04B14/106 , C04B14/108 , C04B14/14 , C04B14/28 , C04B18/08 , C04B18/141 , C04B18/146 , C04B22/008 , C04B2103/0051 , C04B2103/30 , C04B2103/32 , C04B2103/406 , C04B2103/58 , C04B7/32 , C04B7/323 , C04B24/2623 , C04B24/2641 , C04B24/32 , C04B24/38 , C04B24/383 , C04B7/02
Abstract: The present invention relates to improved concrete elements, particularly to self-prestressed, high-performance concrete elements (SP-HPC elements); to cementitious compositions suitable, for producing such concrete elements; to methods of manufacturing such concrete elements and such cementitious compositions; to the use of specific components in concrete elements and cementitious mixtures. The compositions and elements described herein comprise an effective amount of expansive agents in combination with superabsorbent polymers (SAP) and shrinkage reducing admixtures (SRA), and optional further components as defined in the claims. The present invention further provides for improved tendons, suitable for SP-HPC elements.
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公开(公告)号:US09963392B2
公开(公告)日:2018-05-08
申请号:US14463901
申请日:2014-08-20
Applicant: Omkar Deo , David Vuong , Deepak Ravikumar , Sadananda Sahu , Vahit Atakan
Inventor: Omkar Deo , David Vuong , Deepak Ravikumar , Sadananda Sahu , Vahit Atakan
CPC classification number: C04B28/188 , C04B2201/50 , Y02P40/18 , Y02W30/92 , Y02W30/94 , Y10T428/249968 , C04B14/062 , C04B14/28 , C04B18/06 , C04B18/08 , C04B18/141 , C04B20/008 , C04B24/06 , C04B24/10 , C04B24/2641 , C04B38/02 , C04B40/0231 , C04B40/0245 , C04B2103/48 , C04B2103/54 , C04B14/043
Abstract: The invention provides novel aerated composite materials that possess excellent physical and performance characteristics of aerated concretes, and methods of production and uses thereof. These composite materials can be readily produced from widely available, low cost raw materials by a process suitable for large-scale production with improved energy consumption, desirable carbon footprint and minimal environmental impact.
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公开(公告)号:US20180009712A1
公开(公告)日:2018-01-11
申请号:US15709109
申请日:2017-09-19
Applicant: Romeo Ilarian Ciuperca
Inventor: Romeo Ilarian Ciuperca
IPC: C04B28/04 , E04G21/06 , E04G13/02 , E04G11/22 , E04G9/10 , E04G9/02 , B28B7/34 , C04B40/02 , C04B28/08 , C04B28/02 , C04B7/26 , C04B7/02 , C04B7/14
CPC classification number: E04G9/10 , B28B7/02 , B28B7/22 , B28B7/263 , B28B7/348 , B28B7/36 , B28B7/364 , C04B7/02 , C04B7/14 , C04B7/26 , C04B28/021 , C04B28/04 , C04B28/08 , C04B40/02 , C04B2201/50 , E04G9/02 , E04G11/20 , E04G11/22 , E04G13/02 , E04G21/06 , E04G2009/028
Abstract: The invention comprises a concrete form. The form comprises a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface; a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; and an insulating blanket adjacent the first concrete forming panel. A method of using the concrete form is also disclosed.
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公开(公告)号:US09802863B1
公开(公告)日:2017-10-31
申请号:US15453452
申请日:2017-03-08
Applicant: George Clarence Geal, III , Stanley R. Peters
Inventor: George Clarence Geal, III , Stanley R. Peters
IPC: C04B22/12 , C04B28/04 , C04B20/00 , C04B18/08 , C04B103/12 , C04B111/00
CPC classification number: C04B22/124 , C04B18/08 , C04B20/0008 , C04B28/04 , C04B2103/12 , C04B2111/00663 , C04B2111/00724 , C04B2111/0075 , C04B2201/50 , Y02W30/92 , C04B38/106
Abstract: Fast-setting Portland cement compositions for filling voids, such as mine shafts and excavated utility trenches, are described. The Portland cement compositions set quickly and are useful when traditional slow setting compositions are less desirable. The acceleration of the set time results from the addition of dry calcium chloride to the Portland cement composition. The compositions consist of Portland cement, dry calcium chloride, water and sometimes preformed cellular foam. Some compositions can include also include fly ash. The compositions may have a compressive strength of between 0 psi and 30 psi after 4 hours, a compressive strength of between 30 psi and 120 psi after 24 hours, a compressive strength of between 200 psi and 500 psi after 28 days, a penetration resistance of between 0.1 tsf and 5 tsf after 10 hours, a penetration resistance of between 0.8 tsf and 10 tsf after 24 hours, and a removability modulus of between 0.2 and 1.0 after 28 days. Also disclosed are methods of filling a void with fast-setting Portland cement.
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公开(公告)号:US09796624B1
公开(公告)日:2017-10-24
申请号:US15420557
申请日:2017-01-31
CPC classification number: C04B28/04 , C04B18/087 , C04B2111/10 , C04B2201/20 , C04B2201/32 , C04B2201/50 , C04B2201/52 , Y02W30/92 , C04B14/06 , C04B38/106
Abstract: A foam concrete has constituents that include a cement, a sand, a coarse aggregate, an oil ash, a water, and a foam solution. The foam concrete has a compressive strength of at least 20 MPa, a thermal conductivity of less than 0.41 W/mK and a maximum weight of 1650 kg/m3.
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公开(公告)号:US09776920B2
公开(公告)日:2017-10-03
申请号:US14480948
申请日:2014-09-09
Applicant: Romeo Ilarian Ciuperca
Inventor: Romeo Ilarian Ciuperca
IPC: C04B28/04 , E04G9/10 , B28B7/34 , C04B28/08 , C04B7/02 , C04B28/02 , C04B40/02 , C04B7/14 , C04B7/26 , E04G11/22 , E04G13/02 , E04G21/06 , E04G9/02
CPC classification number: C04B28/04 , B28B7/348 , C04B7/02 , C04B7/14 , C04B7/26 , C04B28/021 , C04B28/08 , C04B40/02 , C04B2201/50 , E04G9/02 , E04G9/10 , E04G11/22 , E04G13/02 , E04G21/06 , E04G2009/028
Abstract: The invention comprises a concrete form. The form comprises a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface; a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; and an insulating blanket adjacent the first concrete forming panel. A method of using the concrete form is also disclosed.
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公开(公告)号:US20170254083A1
公开(公告)日:2017-09-07
申请号:US15512069
申请日:2014-10-24
Applicant: SOUTH CHINA UNIVERSITY OF TECHNOLOGY
Inventor: Bo WU , Qiang ZHANG
CPC classification number: E04C3/32 , B28B1/08 , B28B1/16 , C04B18/16 , C04B28/02 , C04B2111/2053 , C04B2201/50 , C04B2201/52 , E04C3/34 , E04C3/36 , E04H9/021
Abstract: A seismic steel tubular column with internal local restraint and filled with high strengthen compound concrete containing normal-strength demolished concrete lumps, and a construction process. The seismic column includes a steel tube (1), high-strength fresh concrete (2), normal-strength demolished concrete lumps (3), horizontal stirrups (4), and longitudinal erection bars (5). The horizontal stirrups (4) are arranged at upper and lower ends inside the steel tube (1). The high-strength fresh concrete (2) is poured and the normal-strength demolished concrete lumps (3) are put alternately inside the steel tube (1). A compressive strength of the high-strength fresh concrete (2) is 30˜90 MPa greater than that of the normal-strength demolished concrete lumps (3).
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公开(公告)号:US09505931B2
公开(公告)日:2016-11-29
申请号:US13517935
申请日:2010-12-01
Applicant: Steven Hicks , David K. Bower , William Handlos
Inventor: Steven Hicks , David K. Bower , William Handlos
IPC: C09D175/04 , B01J19/00 , C08L75/04 , C03C12/00 , C03C17/30 , C03C17/34 , C04B20/10 , C04B26/16 , C08K3/34 , C08K3/40 , C08L21/00 , C04B111/00 , C04B111/60
CPC classification number: E01C7/182 , C03C12/00 , C03C17/30 , C03C17/3405 , C04B20/1051 , C04B26/16 , C04B2111/00284 , C04B2111/00293 , C04B2111/00612 , C04B2111/0075 , C04B2111/60 , C04B2201/50 , C08G18/10 , C08G18/3206 , C08G18/4244 , C08G18/7664 , C08K3/34 , C08K3/40 , C08L21/00 , C08L75/04 , E01C7/30 , E01C11/005 , Y10T428/249984 , Y10T428/25 , Y10T428/31551 , C04B14/22 , C04B40/065 , C04B14/06 , C04B24/02
Abstract: A process for making a composite pavement structure comprising primed glass aggregate particles and a polymeric binder composition is disclosed. Systems and methods are also disclosed for the priming of glass aggregate particles. In one embodiment, the glass aggregate particles range from about 0.1 to about 0.5 inch in diameter and are exposed to a coupling agent in solution, for example an aqueous aminosilane solution, in an amount of about 1 to about 10 parts by weight of solution based on 100 parts by weight of the glass aggregate particles wherein the aqueous solution contains about 0.01 to about 5.0 parts by weight coupling agent based on 100 parts by weight of solution. After exposure, the primer is allowed to react and bond with the glass aggregate particles for a predetermined time period to provide primed glass particles, for example silylated glass particles, which are then dried. Once the primed glass and polymeric binder composition are mixed, they are allowed react and bond to provide a composite pavement structure.
Abstract translation: 公开了一种制备复合路面结构的方法,其包括底漆玻璃聚集体颗粒和聚合粘合剂组合物。 还公开了用于起泡玻璃聚集体颗粒的系统和方法。 在一个实施方案中,玻璃聚集体颗粒的直径范围为约0.1至约0.5英寸,并且在溶液中暴露于偶联剂,例如水性氨基硅烷溶液,其量为约1至约10重量份的基于溶液的 在100重量份的玻璃聚集体颗粒中,其中水溶液包含基于100重量份溶液的约0.01至约5.0重量份的偶联剂。 曝光后,使底漆反应并与玻璃骨料颗粒结合一段预定的时间,以提供底漆的玻璃颗粒,例如甲硅烷基化玻璃颗粒,然后干燥。 一旦将底漆的玻璃和聚合物粘合剂组合物混合,就允许其反应并结合以提供复合路面结构。
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公开(公告)号:US20160305597A1
公开(公告)日:2016-10-20
申请号:US15192194
申请日:2016-06-24
Applicant: NICHIAS CORPORATION
Inventor: Yasuo ITO , Yoshihiko GOTO , Isami ABE , Shigeru NAKAMA , Takahiro OHMURA
IPC: F16L59/02
CPC classification number: F16L59/028 , C04B30/02 , C04B2201/20 , C04B2201/32 , C04B2201/50 , E04B1/80 , E04B2001/742 , C04B14/062 , C04B14/42 , C04B22/062 , C04B22/064 , C04B40/0259
Abstract: Provided is a thermal insulation having both excellent thermal insulating performance and excellent strength, and a method of producing the same. A method of producing a thermal insulation according to the present invention includes curing (S2) a dry-pressed compact, including silica fine particles each having an average particle diameter of 50 nm or less and a reinforcement fiber, at a relative humidity of 70% or more.
Abstract translation: 提供具有优异的隔热性能和优异强度的绝热材料及其制造方法。 根据本发明的制造隔热材料的方法包括:将相对湿度为70%的包含平均粒径为50nm以下的二氧化硅微粒和增强纤维的干压成型体固化(S2) 或者更多。
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