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1.发明申请FIBER-REINFORCED POLYMER SHELL SYSTEMS AND METHODS FOR ENCAPSULATING PILES WITH CONCRETE COLUMNS EXTENDING BELOW THE EARTH'S SURFACE 审中-公开纤维增强聚合物壳体系统和方法，用于在地下表面延伸的混凝土柱内填充桩公开(公告)号：US20160348330A1
公开(公告)日：2016-12-01
申请号：US15170463
申请日：2016-06-01
摘要： Generally, the disclosed technology regards a novel auger annulus adjoinable to a shell useful in encapsulating structural piles to below the earth's surface. The disclosed technology further regards a jacket and auger annulus system useful in encapsulating structural piles. Also provided is a method of positioning a first fiber-reinforced polymer (FRP) circular-cylindrical shell at and about the exposed base of a structural pile, thereby encapsulating the pile to below the earth's surface using a jacket and auger annulus.
摘要翻译： 通常，所公开的技术涉及一种与壳体相连的新型螺旋钻环，其可用于将结构桩封装在地球表面下方。 所公开的技术还涉及用于封装结构桩的夹套和螺旋环系统。 还提供了一种在结构桩的暴露的基部周围定位第一纤维增强聚合物（FRP）圆柱形壳体的方法，从而使用夹套和螺旋环环将桩封装在地球表面下方。
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2.发明申请DURABLE, FIRE RESISTANT, ENERGY ABSORBING AND COST-EFFECTIVE STRENGTHENING SYSTEMS FOR STRUCTURAL JOINTS AND MEMBERS 有权耐久，耐火，能量吸收和成本有效的加强结构体系和结构加强系统公开(公告)号：US20160326758A1
公开(公告)日：2016-11-10
申请号：US15147124
申请日：2016-05-05
CPC分类号： E04G23/0218 , E01D19/00 , E01D22/00 , E04C5/07 , E04G23/02 , E04G23/0203 , E04G2023/0251
摘要： The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint. The filler module of the disclosed technology is designed and configured to dissipate energy from a load applied to the structure, and at least doubling the load bearing capacity for the structure, at the joint.
摘要翻译： 所公开的技术是用于加强结构的一个或多个接头的系统和方法，其具有在每个接头处形成空泡区域的多个结构构件。 该方法包括计算结构的极限承载能力，在联接处，将填充模块固定到接头处，在空腔区域处，填充模块具有多个表面，使得当固定在空泡区域内时，一些表面 在其结合处与结构件的构件相切，并且一个或多个表面与结构的构件非切线，并且将至少一层连续纤维增强的聚合物包裹在填料模块和构件上 关节。 所公开技术的填充模块被设计和配置为从施加到结构的负载中消耗能量，并且至少在结合处使结构的承载能力加倍。
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3.发明申请公开(公告)号：US20190017283A1
公开(公告)日：2019-01-17
申请号：US16133337
申请日：2018-09-17
摘要： The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint. The filler module of the disclosed technology is designed and configured to dissipate energy from a load applied to the structure, and at least doubling the load bearing capacity for the structure, at the joint.
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4.发明申请公开(公告)号：US20170321422A1
公开(公告)日：2017-11-09
申请号：US15446022
申请日：2017-03-01
CPC分类号： E04G23/0218 , E01D19/00 , E01D22/00 , E04C5/07 , E04G23/02 , E04G23/0203 , E04G2023/0251
摘要： The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint. The filler module of the disclosed technology is designed and configured to dissipate energy from a load applied to the structure, and at least doubling the load bearing capacity for the structure, at the joint.
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