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61. 发明授权

US09359993B2 Wind turbine assembling method and wind turbine assembled according to said method 有权
标题翻译：根据所述方法组装风力涡轮机组装方法和风力涡轮机
公开(公告)号：US09359993B2
公开(公告)日：2016-06-07
申请号：US13537569
申请日：2012-06-29
申请人： Iván García Maestre , Asier Gómez Andueza , Eduardo Azanza Ladrón , Ander Gastón Lujambio , José Miguel García Sayés , Miguel Nuñez Polo
发明人： Iván García Maestre , Asier Gómez Andueza , Eduardo Azanza Ladrón , Ander Gastón Lujambio , José Miguel García Sayés , Miguel Nuñez Polo
IPC分类号： F03D11/04 , F03D1/00 , E04C5/07 , E04H12/12 , E04C5/02 , E04C5/03 , E04C5/12 , E04H12/08 , E04H12/16 , E04C5/16 , E04C5/18 , E04C5/20
CPC分类号： F03D13/10 , E02D27/425 , E04C5/02 , E04C5/03 , E04C5/07 , E04C5/12 , E04C5/125 , E04C5/163 , E04C5/18 , E04C5/20 , E04H12/085 , E04H12/12 , E04H12/16 , E04H12/342 , F03D9/25 , F03D13/20 , F03D13/22 , F05B2230/61 , F05B2240/912 , F05B2260/301 , Y02E10/726 , Y02E10/728 , Y02P70/523 , Y10T29/49826
摘要： A wind turbine tower that may be assembled fast, including a nacelle and a rotor, the tower comprising at least two stackable annular sections made of concrete connected through a main connecting arrangement adapted to withstand loads induced by the wind turbine rotor, and an auxiliary connector.
摘要翻译：一种风力涡轮机塔架，其可以快速组装，包括机舱和转子，所述塔架包括由通过主要连接装置连接的混凝土制成的至少两个可堆叠的环形部分，所述主要连接装置适于承受由风力涡轮机转子引起的负载，以及辅助连接器。

62. 发明申请

US20160130813A1 FIBER REINFORCED COMPOSITE SYSTEM FOR STRENGTHENING OF WALL-LIKE RC COLUMNS AND METHODS FOR PREPARING SUCH SYSTEM 有权
标题翻译：用于加强墙壁RC柱的纤维增强复合材料系统及其制备方法
公开(公告)号：US20160130813A1
公开(公告)日：2016-05-12
申请号：US14539038
申请日：2014-11-12
申请人： King Saud University
发明人： Yousef A. Al-Salloum , Husain Abbas , Saleh H. Alsayed , Nadeem A. Siddiqui
IPC分类号： E04C3/34 , E02D5/60 , E04C5/07 , E02D5/22 , E04C3/36 , E04C5/01
CPC分类号： E04C3/34 , E02D5/226 , E02D5/60 , E04C3/36 , E04C5/01 , E04C5/073
摘要： A shape modification of a wall-like column includes the preparation of the column by chamfering the corners and roughening the sides of cement segments thereto. The process requires a simple formwork in the form of generally circular PVC pipe segments which are cut to required shapes which are arcuate such as the segments of a circle, oval or even elliptical. After those forms formed from the PVC pipe affixed around the reinforced concrete column are then filled with grout/cement. A plurality of vertical steel strips are attached to the column by steel rod-like shear studs that extend through previously drilled passageways passing through the reinforced concrete column and segments. The reinforced concrete column is then strengthened by increasing the area of cross section and more importantly by confining the column and attached segments by FRP materials. In addition, the vertical strips with steel studs contribute to the column strengthening.
摘要翻译：壁状柱的形状修改包括通过倒角并使水泥段的侧面粗糙化来制备柱。该方法需要通常为圆形PVC管段的形式的简单模板，其被切割成弓形的所需形状，例如圆形，椭圆形或甚至椭圆形的段。在固定在钢筋混凝土柱周围的PVC管形成的那些形式之后，填充有灌浆/水泥。多个垂直钢带通过钢棒状剪力钉固定在柱上，该螺柱延伸穿过通过钢筋混凝土柱和段的预先穿过的通道。然后通过增加截面面积来加强钢筋混凝土柱，更重要的是通过FRP材料限制柱和连接段。此外，带钢螺柱的垂直条有助于柱加强。

63. 发明授权

US09133618B2 Method and system for fabricating a non load bearing partition wall 有权
标题翻译：制造非承重隔墙的方法和系统
公开(公告)号：US09133618B2
公开(公告)日：2015-09-15
申请号：US14460360
申请日：2014-08-15
申请人： Kartik Janakiram
发明人： Kartik Janakiram
IPC分类号： E04C2/52 , E04B2/72 , E04C2/06 , E04C5/01 , E04C5/07 , E04C5/10 , E04C5/12 , E04B2/86 , E04B2/74
CPC分类号： E04B2/721 , E04B2/8623 , E04B2002/7488 , E04C2/06 , E04C5/012 , E04C5/07 , E04C5/073 , E04C5/10 , E04C5/12
摘要： The embodiments herein disclose a method and system for fabricating a non load bearing partition wall with an internal cavity having partition. The non load bearing partition wall comprises at-least two pre-cast concrete panels arranged in back to back fashion. The pre-cast concrete panel comprises several ribs for enhancing the stiffness matrix. The two ribs are adopted at the two opposite edges of the pre-cast concrete panel and one rib is adopted at the center. The non load bearing partition wall comprises a cavity formed between the pre-cast concrete wall panels. The cavity uses the concept of monolithic property to prevent bending along the width and length, with a special method of anchorage. The panel comprises an inbuilt duct facility to add service fixtures and also to allow for modifications after installation.
摘要翻译：本文的实施例公开了一种用于制造具有分隔壁的内部空腔的非承重隔壁的方法和系统。非承重分隔壁包括至少两个以背对背方式布置的预制混凝土板。预制混凝土板包括几个用于增强刚度矩阵的肋。在预制混凝土板的两个相对边缘采用两个肋，中心采用一个肋。非承重分隔壁包括在预制混凝土墙板之间形成的空腔。空腔采用单块性的概念，以防止沿着宽度和长度的弯曲，具有特殊的锚固方法。面板包括一个内置管道设施，用于添加维修夹具，并且也可以在安装后进行修改。

64. 发明申请

US20150247322A1 ANCHOR ARRANGEMENT 有权
标题翻译：锚固装置
公开(公告)号：US20150247322A1
公开(公告)日：2015-09-03
申请号：US14431287
申请日：2013-10-17
申请人： CCL STRESSING INTERNATIONAL LIMITED
发明人： Peter Vincent , Carol Hayek
IPC分类号： E04C5/12 , E04C5/16 , E04C5/07
CPC分类号： E04C5/12 , E04C5/076 , E04C5/125 , E04C5/127 , E04C5/16 , E04C5/161 , Y10T29/49632
摘要： Systems and methods are provided for securing ends of tendons in an anchor housing. Tendons having open or expanded sections are inserted through a cylindrical surface of the anchor housing. The tendons are secured in the anchor housing by grout which cooperates with the open or expanded sections and irregularities formed on the interior surface of the anchor housing.
摘要翻译：提供的系统和方法用于将锚固件的端部固定在锚固壳体中。具有开放或扩张部分的肌腱插入通过锚固壳体的圆柱形表面。腱通过与开放或膨胀部分配合的灌浆固定在锚固壳体中，并且在锚固壳体的内表面上形成凹凸。

65. 发明申请

US20150204075A1 METHOD FOR PRODUCING REINFORCEMENT ELEMENTS FROM FIBRE-REINFORCED PLASTIC AND REINFORCEMENT ELEMENTS PRODUCED USING SAID METHOD 有权
标题翻译：从使用方法生产的纤维增强塑料和增强元素生产增强元素的方法
公开(公告)号：US20150204075A1
公开(公告)日：2015-07-23
申请号：US14424514
申请日：2013-07-15
申请人： FiReP Rebar Technology GmbH
发明人： Kenichi Tsukamoto
IPC分类号： E04C5/07 , B29C35/02 , B29C53/08 , B29C35/10 , B29C70/50 , B29C70/54
CPC分类号： B29C35/0266 , B29C35/0805 , B29C35/10 , B29C53/083 , B29C70/50 , B29C70/52 , B29C70/542 , B29C2035/0822 , B29K2101/10 , B29K2105/106 , B29L2031/06 , E04C5/07 , E04C5/073
摘要： A method for manufacturing a reinforcing member (2) consisting of fibre-reinforced plastic for mineral construction materials, in particular for concrete. In the method, curing the composite fibre rod (1) takes place in at least three stages (7, 16, 25) sequencing one after another, wherein after the first stage of curing (7) at least one radiation-reflecting and/or thermally-insulating covering agent (15) is applied onto the pre-cured composite fibre rod (1), wherein a second stage of curing (16) of the composite fibre rod (1), together with the covering agent(s) (15) applied is executed, in which the composite fibre rod (1) is further cured in the regions (14) not covered by the covering agents (15) by the supply of heat and/or radiation, and wherein the deformation (23) of the composite fibre rod (1) is executed between the second stage of curing (16) and the final stage of curing (25).
摘要翻译：一种用于制造用于矿物建筑材料的纤维增强塑料，特别是混凝土的加强构件（2）的方法。在该方法中，固化复合纤维杆（1）至少在三个阶段（7,16,25）中进行排序，其中在第一固化阶段（7）之后至少一个辐射反射和/或将绝热覆盖剂（15）施加到预固化复合纤维杆（1）上，其中复合纤维杆（1）的第二阶段固化（16）与覆盖剂（15）），其中复合纤维杆（1）在没有被覆盖剂（15）覆盖的区域（14）中通过供应热和/或辐射进一步固化，并且其中变形（23）为复合纤维杆（1）在第二固化阶段（16）和最终固化阶段（25）之间执行。

66. 发明申请

US20150121801A1 REBAR USED IN CONCRETE 审中-公开
标题翻译：混凝土中使用的混凝土
公开(公告)号：US20150121801A1
公开(公告)日：2015-05-07
申请号：US14533671
申请日：2014-11-05
申请人： Dongguan University of Technology
发明人： Guo-you YU , Qing MIAO
IPC分类号： E04C5/01 , E04C5/07
CPC分类号： E04C5/07 , E04C5/02
摘要： A non-circular rebar used in concrete includes a square rebar, a rectangular rebar, an elliptical rebar, a trapezium rebar, a triangular rebar, and a rebar with round edges and corners. The square, rectangular, elliptical, trapezium, and triangular rebars and the rebar with round edges and corners substitute the conventional circular rebar, so that the rebars can be tied easily to save the space occupied. Since the distance of the resultant force of the tensile stresses of the rebar from the boundary of the concrete becomes smaller or the concrete protecting layer becomes thicker, the change of the shape increases the bonding between the rebar and concrete, and the safety of construction is improved. The non-circular rebar includes a smooth rebar and a ribbed rebar with a non-circular main cross-section.
摘要翻译：在混凝土中使用的非圆形钢筋包括一个方形钢筋，一个矩形钢筋，一个椭圆形钢筋，一个梯形钢筋，一个三角钢筋，以及一个具有圆角和边角的钢筋。方形，矩形，椭圆形，梯形和三角形钢筋，圆形边角和钢筋的钢筋代替传统的圆形钢筋，使钢筋可以轻松绑扎，节省占用空间。由于钢筋的拉伸应力与混凝土边界的合力的距离变小，混凝土保护层变厚，形状的变化会增加钢筋和混凝土之间的粘结力，施工安全性改进。非圆形钢筋包括一个光滑的钢筋和一个带有非圆形主横截面的罗纹钢筋。

67. 发明授权

US08919067B2 Apparatus and method for construction of structures utilizing insulated concrete forms 有权
标题翻译：使用绝缘混凝土结构构造结构的装置和方法
公开(公告)号：US08919067B2
公开(公告)日：2014-12-30
申请号：US13665130
申请日：2012-10-31
申请人： Airlite Plastics Co.
发明人： Bradley J. Crosby , Patrick D. Gredys , Glen Klassen
IPC分类号： E04B2/00 , E04C5/00 , E04C5/07
CPC分类号： E04C5/00 , E04B2/8617 , E04C5/07
摘要： An insulated concrete form including of first and second spaced sidewalls forming a cavity therebetween, said sidewalls having an inside surface and interconnected by a plurality of form ties, and a form insert made of an insulative material positioned adjacent the inside surface of at least one sidewall which thereby increases the R-value of the resulting structure.
摘要翻译：一种绝缘混凝土形式，包括第一和第二隔开的侧壁，在它们之间形成空腔，所述侧壁具有内表面并且由多个成形接头互连，以及由邻近至少一个侧壁的内表面定位的绝缘材料制成的成形插入件从而增加所得结构的R值。

68. 发明申请

US20140245682A1 FASTENING RESIN STRUCTURE AND METHOD FOR MANUFACTURING THE SAME 审中-公开
标题翻译：固化树脂结构及其制造方法
公开(公告)号：US20140245682A1
公开(公告)日：2014-09-04
申请号：US14195963
申请日：2014-03-04
申请人： HONDA MOTOR CO., LTD.
发明人： Katsuyuki AWANO
IPC分类号： E04C5/07 , B29D99/00
CPC分类号： B29C45/14795 , B29C2045/14803 , B29D99/00 , B29K2705/00 , B29K2715/00 , B29K2715/003 , B29L2031/727 , B62D21/11 , B62D29/041 , E04C5/07 , F16B43/00 , Y10T16/05
摘要： A fastening resin structure includes a fiber reinforced resin member and a first collar joined to the fiber reinforced resin member. The first collar is configured to be fastened to another structure by means of a bolt and a nut. The fastening resin structure further includes a first metal foam portion made of metal foam and formed on upper and lower collar portions. The first metal foam portion is impregnated with resin to join the first metal foam portion to the fiber reinforced resin member.
摘要翻译：紧固树脂结构包括纤维增强树脂构件和连接到纤维增强树脂构件的第一环。第一套环被构造成通过螺栓和螺母紧固到另一结构。紧固树脂结构还包括由金属泡沫制成并形成在上部和下部轴环部分上的第一金属泡沫部分。第一金属泡沫部分用树脂浸渍以将第一金属泡沫部分接合到纤维增强树脂构件。

69. 发明申请

US20140109510A1 Composite Materials And Applications Thereof And Methods Of Making Composite Materials 有权
标题翻译：复合材料及其应用及制备复合材料的方法
公开(公告)号：US20140109510A1
公开(公告)日：2014-04-24
申请号：US13803344
申请日：2013-03-14
申请人： PPG INDUSTRIES OHIO, INC.
发明人： Steven John Morris , James Carl Peters
IPC分类号： E04C5/07
CPC分类号： E04C5/073 , B32B18/00 , C04B14/42 , C04B28/34 , C04B35/447 , C04B35/62844 , C04B35/82 , C04B2111/00612 , C04B2111/0075 , C04B2235/5256 , C04B2237/34 , C04B2237/36 , C04B2237/70 , C04B2237/704 , Y10T442/133 , Y10T442/14 , Y10T442/153 , Y10T442/171 , C04B14/06 , C04B32/02 , C04B20/1029
摘要： Various embodiments of the present invention provide composite materials and methods of making the same. In some embodiments, the composite materials comprise high temperature resistant composite materials and methods of making high temperature resistant composite materials. In some embodiments, high temperature resistant composite materials of the present invention can be fabricated into landing pads, components used in landing pads to provide a structure to support the take-off and landing of aircraft, roadways or similar travel paths for heavy equipment, and/or components used in roadways or similar travel paths for heavy equipment. In one embodiment, a composite material comprises an inorganic ceramic matrix having a top surface in facing opposition to a bottom surface and at least one side surface between the top surface and the bottom surface, a first open weave fabric comprising a plurality of fibers disposed in the matrix proximate the bottom surface of the matrix, and at least one additional open weave fabric comprising a plurality of fibers disposed in the matrix between the first open weave fabric and the top surface of the matrix, wherein the at least one additional open weave fabric is positioned closer to the bottom surface than the top surface of the matrix.
摘要翻译：本发明的各种实施方式提供复合材料及其制造方法。在一些实施方案中，复合材料包括耐高温复合材料和制备耐高温复合材料的方法。在一些实施方案中，本发明的耐高温复合材料可以制成着陆垫，用于着陆垫中的部件，以提供支撑用于重型设备的飞行器，道路或类似行进路径的起飞和着陆的结构，以及 /或用于重型设备的道路或类似行驶路径中的部件。在一个实施方案中，复合材料包括无机陶瓷基体，其具有面向底表面的顶表面和顶表面和底表面之间的至少一个侧表面，第一开口编织织物，其包括多个布置在所述基体接近所述基体的底表面，以及至少一个额外的开放编织织物，其包含布置在所述基质中的所述第一开口编织织物和所述基质的顶表面之间的多个纤维，其中所述至少一个另外的开放编织织物位于比矩阵的顶表面更靠近底表面的位置。

70. 发明申请

US20130316104A1 REINFORCING ELEMENT 审中-公开
标题翻译：加固元件
公开(公告)号：US20130316104A1
公开(公告)日：2013-11-28
申请号：US13982251
申请日：2011-10-26
申请人： Quentin Arthur Carl Adam
发明人： Quentin Arthur Carl Adam
IPC分类号： E04C5/07 , B28B13/02
CPC分类号： B28B13/021 , C04B20/1077 , C04B28/02 , E04C5/07 , E04C5/073 , Y10T428/1314 , Y10T428/1355 , C04B14/42 , C04B14/48 , C04B14/386 , C04B16/0691
摘要： A reinforcing element and a method of forming the reinforcing element are generally described. The reinforcing element may be used in reinforcing a cementitious material and may comprise a settable material and a tension-resistant material that extends for a length of the element. To form the reinforcing element the settable material and tension-resistant material may be disposed together such that the settable and tension-resistant materials generally take the form of the reinforcing element. The settable material may then be cured.
摘要翻译：通常描述增强元件和形成增强元件的方法。增强元件可以用于增强水泥质材料，并且可以包括可固化材料和延伸元件长度的抗张力材料。为了形成增强元件，可固化材料和抗张力材料可以被布置在一起，使得可固化和抗张力材料通常采取增强元件的形式。然后可固化的材料可以固化。

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