会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 1. 发明授权
    • Prestressed or post-tension composite structural system
    • 预应力或后张复合结构体系
    • US07197854B2
    • 2007-04-03
    • US10725185
    • 2003-12-01
    • Robert A. BettigoleChristopher Higgins
    • Robert A. BettigoleChristopher Higgins
    • E04B1/18
    • E01D19/125E01D2101/285
    • A prestressed or post-tensioned composite structural system for bridge floors, road beds, pedestrian walkways, building floors, building walls, or similar structural elements. The structural system comprises a composite structure comprising an unfilled grating as a base component, and a prestressed, post-tensioned reinforced concrete slab as a top component. The base grating component is preferably a plurality of main bearing bars without any distribution bars or tertiary bars. The upper portions of the main bearing bars are embedded in the concrete component permitting horizontal shear transfer and creating a composite deck structure which maximizes the use of tensile strength of steel and the compressive strength of concrete.
    • 用于桥面地板,路床,人行道,建筑物地板,建筑物墙壁或类似结构构件的预应力或后张复合结构系统。 该结构系统包括一个复合结构,它包括一个未填充的光栅作为基础部件,以及一个作为顶部部件的预应力后张紧钢筋混凝土板。 基座光栅部件优选地是多个主轴承棒,没有任何分配杆或第三杆。 主轴承杆的上部嵌入混凝土构件中,允许水平剪切传递,并形成复合甲板结构,使钢的拉伸强度和混凝土的抗压强度最大化。
    • 3. 发明申请
    • CLOSURE AND CONTAINER NECK
    • 封闭和集装箱装卸
    • US20080073382A1
    • 2008-03-27
    • US11767813
    • 2007-06-25
    • Christopher Higgins
    • Christopher Higgins
    • B65D35/38
    • B65D41/3428B65D1/023B65D41/0421B65D47/123B65D47/2031B65D81/266
    • This invention relates to closures for containers, and more particularly to tamper-evident closures for containers. One aspect of the invention provides a container and a closure for connection to said container, said closure including: an upper wall (102); a skirt (104) formed integrally with and extending downwardly from said upper wall, said skirt adapted to engage with a neck portion of the container to secure the closure to the container; a tamper-evident band (110) frangibly connected to said skirt; the neck of a container including a tamper bead adapted to engage with tabs (122) on said tamper-evident band to facilitate separation of the band (110) from the skirt of the closure and an inwardly and downwardly sloping container neck surface beneath said tamper bead, said inwardly and downwardly sloping surface urging said separated tamper-evident band downwards away from said skirt.
    • 本发明涉及用于容器的封闭件,更具体地说涉及用于容器的防拆封闭件。 本发明的一个方面提供了一种用于连接到所述容器的容器和封闭件,所述封闭件包括:上壁(102); 与所述上壁一体形成并且从所述上壁向下延伸的裙部(104),所述裙部适于与所述容器的颈部接合以将所述封闭件固定到所述容器; 与所述裙部易碎连接的防窃启带(110); 容器的颈部包括适于与所述防拆装置带上的突片(122)接合的捣固珠,以便于将带(110)与封闭件的裙部分离,以及在所述防拆装置下面的向内和向下倾斜的容器颈部表面 胎圈,所述向内和向下倾斜的表面将所述分离的防篡改带向下推离远离所述裙部。
    • 10. 发明申请
    • Prestressed or post-tension composite structural system
    • 预应力或后张复合结构体系
    • US20050115195A1
    • 2005-06-02
    • US10725185
    • 2003-12-01
    • Robert BettigoleChristopher Higgins
    • Robert BettigoleChristopher Higgins
    • E01D19/12E04C2/00
    • E01D19/125E01D2101/285
    • A prestressed or post-tensioned composite structural system for bridge floors, road beds, pedestrian walkways, building floors, building walls, or similar structural elements. The structural system comprises a composite structure comprising an unfilled grating as a base component, and a prestressed, post-tensioned reinforced concrete slab as a top component. The base grating component is preferably a plurality of main bearing bars without any distribution bars or tertiary bars. The upper portions of the main bearing bars are embedded in the concrete component permitting horizontal shear transfer and creating a composite deck structure which maximizes the use of tensile strength of steel and the compressive strength of concrete.
    • 用于桥面地板,路床,人行道,建筑物地板,建筑物墙壁或类似结构构件的预应力或后张复合结构系统。 该结构系统包括一个复合结构,它包括一个未填充的光栅作为基础部件,以及一个作为顶部部件的预应力后张紧钢筋混凝土板。 基座光栅部件优选地是多个主轴承棒,没有任何分配杆或第三杆。 主轴承杆的上部嵌入混凝土构件中,允许水平剪切传递,并形成复合甲板结构,使钢的拉伸强度和混凝土的抗压强度最大化。