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
    • 11. 发明授权
    • Method for making cast-in-place concrete structures
    • 制造混凝土结构的方法
    • US3728838A
    • 1973-04-24
    • US3728838D
    • 1971-09-01
    • STOUT R
    • STOUT R
    • E02D27/01E04B1/16E04G11/02E04G11/12E04G11/22E04G17/04E04G17/16E04G11/08E04G17/08
    • E04G11/12E04B1/161E04G11/22E04G17/042E04G17/16
    • A complete monolithic concrete structure having any desired architectural form and appearance is constructed in a series of operations wherein the foundation, the interior and exterior walls, and the roof are cast-in-place. The foundation and walls are sequentially formed by first temporarily interconnecting a plurality of relatively small concrete forms, after which moist concrete is allowed to cure within the forms. A temporary supporting structure is then erected to support the roof form. After the roof structure has cured, the temporary supporting structure is removed. The required electrical, plumbing, and reinforcing elements are embedded in the cast-in-place structures, and suitable framed openings are left in the wall structures to accept doors and windows.
    • 具有任何期望的建筑形式和外观的完整的整体混凝土结构被构造在一系列操作中,其中基础,内部和外部壁以及屋顶被浇注就位。 基础和墙壁通过首先暂时互连多个相对较小的混凝土形式而顺序地形成,之后允许湿气混凝土在表格内固化。 然后竖立临时支撑结构以支撑屋顶形式。 在屋顶结构固化之后,临时支撑结构被去除。 所需的电气,管道和增强元件被嵌入到现浇结构中,并且合适的框架开口留在壁结构中以接受门窗。
    • 18. 发明授权
    • Movable centring for port platforms
    • 端口平台移动定心
    • US09394705B2
    • 2016-07-19
    • US14240423
    • 2013-01-17
    • RUBRICA INGENIERIA Y ARQUITECTURA, S.L.
    • Enrique Tichell Fortea
    • E01D21/00E02B3/06E04G11/28E04G17/16
    • E04G11/28E01D21/00E04G17/16
    • Movable centring for platforms in ports which comprises a mobile structure (1) with various formworks (2) and is supported on piles (3). The support of the mobile structure (1) on the piles (3) is carried out by means of, at least, two supporting devices (5), wherein each supporting device (5) comprises one front supporting beam (6d), which comprises at least two coupling pieces (18), one rear supporting beam (6t) which comprises at least two coupling pieces (18) and a lattice (7), beneath each supporting beam (6d, 6t). The two supporting beams (6d, 6t) are joined together by means of the at least two coupling pieces (18), thus leaving the supporting device (5) fixed to the pile (3) by means of this union, and joining each supporting beam (6d, 6t) to the mobile structure (1) by means of, at least, two vertical latching bars (8).
    • 用于端口平台的可移动定中心,其包括具有各种模板(2)的移动结构(1)并且支撑在桩(3)上。 通过至少两个支撑装置(5)来执行移动结构(1)在桩(3)上的支撑,其中每个支撑装置(5)包括一个前支撑梁(6d),其包括 至少两个联接件(18),一个后支撑梁(6t),其包括在每个支撑梁(6d,6t)下面的至少两个联接件(18)和格子(7)。 两个支撑梁(6d,6t)通过至少两个联接件(18)连接在一起,从而通过该联接将支撑装置(5)固定到桩(3),并将每个支撑 通过至少两个垂直锁定杆(8)将梁(6d,6t)移动到移动结构(1)。
    • 19. 发明授权
    • Plaster ceiling support device
    • 石膏天花板支撑装置
    • US09085910B2
    • 2015-07-21
    • US13180172
    • 2011-07-11
    • Roderick Milton Stewart
    • Roderick Milton Stewart
    • E04F21/00E04G17/16
    • E04F21/00E04G17/16
    • A device for supporting a plaster ceiling during conservation work. A plurality of the devices may be installed on a superstructure of pipes or other rigid members installed on scaffolding to provide for a network or pattern of supporting devices in some installations. The supporting device includes a screw jack and a jack base that is configured to be attached to the superstructure, which in some cases includes horizontal pipes. The jack base may, in some embodiments, be symmetrical top to bottom so as to be useable on either side of a pipe and easily rotatable to either position.
    • 用于在养护工作期间支撑石膏天花板的装置。 多个装置可以安装在安装在脚手架上的管道或其他刚性构件的上部结构上,以在一些安装中提供支撑装置的网络或图案。 支撑装置包括螺钉千斤顶和插座基座,其构造成附接到上部结构,其在一些情况下包括水平管。 在一些实施例中,千斤顶基座可以从顶部到底部对称,以便可以在管道的任一侧上使用并且可以容易地转动到任一位置。
    • 20. 发明授权
    • Method of molding a shelter structure
    • 模制防护结构的方法
    • US4565661A
    • 1986-01-21
    • US255766
    • 1981-04-20
    • Giacomo F. Michienzi
    • Giacomo F. Michienzi
    • E04B2/84E04C5/20E04G9/05E04G11/02E04G17/16B28B19/00B28B23/02E04B1/16
    • E04B2/845E04C5/20E04G11/02E04G17/16E04G9/05
    • A method for erecting a shelter structure including providing a substantially rigid member, providing a panel of mesh material proximate to but spaced from the rigid member, projecting a cementitious material at the rigid member so as to embed the mesh material in a transverse wall so formed, after hardening of the cementitious material removing the rigid member, providing a substantially rigid shell structure about the transverse wall, providing a second mesh structure proximate but spaced from the outer surface of the shell structure, projecting a cementitious substance at the outer surface of the shell structure to form a peripheral wall with the mesh structure embedded therein, and after hardening of the cementitious substance removing the shell structure, whereby to leave standing the peripheral walls of cementitious substance with the transverse wall therein, providing a substantially rigid roof shell structure, providing a third mesh structure proximate but spaced from the outer surface of the roof shell structure, projecting cementitious matter at the outer surface of the roof shell structure to form a roof structure with the third mesh structure embedded therein, and after hardening of the cementitious matter removing the roof shell structure, whereby to leave standing the roof structure of cementitious matter; and the monolithic shelter structure made in accordance with such method.
    • 一种用于架设遮蔽物结构的方法,包括提供基本上刚性的构件,提供接近但与刚性构件间隔开的网格材料面板,将刚性构件上的水泥质材料突出,以将网状材料嵌入到如此形成的横向壁中 在去除刚性构件的水泥质材料硬化之后,围绕横向壁提供基本上刚性的壳结构,提供邻近壳体结构外表面的第二网孔结构,在第二网状结构的外表面处突出一个胶结物质 壳结构以形成嵌入其中的网结构的周壁,并且在除去壳结构的水泥质物质硬化之后,由此使其中具有横壁的水泥质物质的周壁静置,提供基本上刚性的屋顶壳结构, 提供靠近但与外部隔开的第三网格结构 屋顶壳结构的表面,在屋顶壳结构的外表面处突出的水泥质,形成具有嵌入其中的第三网状结构的屋顶结构,并且在去除屋顶壳结构的水泥质物质硬化之后, 水泥质屋顶结构; 以及根据这种方法制成的整体式掩体结构。