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
    • 24. 发明申请
    • Construction Prop Assembly
    • 施工总承包
    • US20160060882A1
    • 2016-03-03
    • US14542331
    • 2014-11-14
    • Concrete Support Systems of Houston, LLC
    • Bradley D.A. Bond
    • E04F19/00E04G9/00
    • E04G11/38E04G11/48E04G11/483E04G11/486E04G13/062E04G25/065E04G2025/042
    • An improved construction beam head assembly, comprising an improved forming system comprising a one or more fixed beam-head prop assemblies each having an upper portion and a lower portion. Said upper portion having a screw-jack threaded shaft assembly and a drop-head Said lower portion comprising of a prop and a collar Said screw-jack threaded shaft assembly having an external diameter and an external threading Said screw-jack threaded shaft assembly attaches to said drop-head Said upper portion selectively slides into said lower portion Said collar having an internal threading and an internal diameter Said internal threading of said collar rotateably attaches to said external threading of said screw-jack threaded shaft assembly of said upper portion. Said upper portion and said lower portion adjustably attach to one another with said collar and said screw-jack threaded shaft assembly to provide a variable height of said prop assembly.
    • 一种改进的结构梁头组件,包括改进的成形系统,其包括一个或多个固定的梁头支撑组件,每个固定的梁头支撑组件都具有上部和下部。 所述上部具有螺旋千斤顶螺纹轴组件和下降头,所述下部包括支撑件和轴环所述螺纹千斤顶螺纹轴组件具有外径和外螺纹。所述螺旋千斤顶螺纹轴组件连接到 所述下降头所述上部部分选择性地滑入所述下部。所述套环具有内部螺纹和内径。所述轴环的所述内部螺纹可旋转地附接到所述上部的所述螺纹千斤顶螺纹轴组件的所述外部螺纹。 所述上部和所述下部可通过所述套环和所述螺钉千斤顶螺纹轴组件彼此可调节地相连,以提供所述支撑组件的可变高度。
    • 26. 发明申请
    • EARLY-REMOVAL FORMWORK SYSTEM FOR CONCRETING OF CONSTRUCTIONS COMPRISING BEAMS, PLATES AND COLUMNS
    • 用于组合包括板,板和柱的构造的早期拆除模型
    • US20140263941A1
    • 2014-09-18
    • US14233080
    • 2012-07-18
    • Jianhua Zhang
    • Jianhua Zhang
    • E04G11/00E04G11/36E04G17/00E04G11/06
    • E04G11/00E04G11/06E04G11/36E04G11/38E04G11/483E04G11/486E04G11/54E04G17/00E04G25/061E04G25/065E04G2009/028
    • An early-stripping formwork system for concreting of constructions comprising beams, slab and columns comprises several rectangular standard formworks (1), props with multiple early-stripping support mechanisms (2), several filler beams (3) and filler panels. The standard formwork (1) consists of a panel (11) and a formwork frame (12), and the formwork frame (12) is provided with L-shaped corners (121) at its four corners. Each of the early-stripping prop (2) consists of an upper support inner tube (21) and a lower support tube (22) which form a telescopic connection, a rectangular head plate (23) is disposed at the top end of the upper support inner tube (21), one corner of the head plate (23) fits an internal corner of any one of the L-shaped corners (121) on the formwork frame (12). A load-releasing mechanism (24) is connected between the upper support inner tube (21) and the lower support outer tube (22). An early stripping mechanism (25) for early stripping of the standard formwork (1) is disposed on the upper support inner tube (21), short posts (251) for supporting the formwork frame (12) are disposed at four corners of the early stripping mechanism (25), and a structure for preventing the formwork frame (12) from slipping outwards is formed between the short post (251) and the L-shaped corner (121). The formwork frame (12), the filler panel, the filler beam (3), and a bridge beam (4) may be all in a detachable combined structure. In the formwork system, transport and storage of the formwork are convenient, and manufacturing cost is reduced.
    • 包括梁,板和柱的结构混凝土的早期剥离模板系统包括几个矩形标准模板(1),具有多个早期剥离支撑机构(2),多个填充梁(3)和填充板的道具。 标准模板(1)由板(11)和模板框架(12)组成,模板框架(12)在其四个角处设有L形拐角(121)。 每个早期剥离支架(2)由形成伸缩连接的上支撑内管(21)和下支撑管(22)组成,矩形头板(23)设置在上部的上端 支撑内管(21),头板(23)的一个角部与模板框架(12)上的任何一个L形拐角(121)的内角配合。 负载释放机构(24)连接在上支撑内管(21)和下支撑外管(22)之间。 用于早期剥离标准模板(1)的早期剥离机构(25)设置在上支撑内管(21)上,用于支撑模板框架(12)的短柱(251)设置在早期的四个角 剥离机构(25)和用于防止模板框架(12)向外滑动的结构形成在短柱(251)和L形拐角(121)之间。 模板框架(12),填充板,填充梁(3)和桥梁梁(4)都可以是可拆卸的组合结构。 在模板系统中,模板的运输和储存方便,制造成本降低。
    • 27. 发明授权
    • Slab formwork system
    • 板坯模板系统
    • US08523137B2
    • 2013-09-03
    • US12296095
    • 2007-03-29
    • Artur Schwörer
    • Artur Schwörer
    • E04G11/00
    • E04G11/483
    • The invention relates to a slab formwork system comprising a plurality of formwork elements (98) which have on their underside girders (2) which can be coupled to heads (28) of vertical supports (90), in which slab formwork system the head of a vertical support has a lifting lock (44-51; 87) fixing a girder of a formwork element in the vertical direction. In addition, the head of a vertical support has fixing elements (52-66) which prevent a movement of the grider in its longitudinal direction.
    • 本发明涉及一种板坯模板系统,其包括多个模板元件(98),所述多个模板元件(98)在其下侧梁(2)上可以连接到垂直支撑件(90)的头部(28),其中板模板系统 垂直支撑件具有沿垂直方向固定模板元件的梁的提升锁(44-51; 87)。 此外,垂直支架的头部具有固定元件(52-66),该固定元件防止磨刀沿其纵向方向移动。
    • 28. 发明授权
    • Prop head for ceiling formwork
    • 天花板模板的支柱头
    • US08262056B2
    • 2012-09-11
    • US12312581
    • 2007-11-15
    • Artur Schwoerer
    • Artur Schwoerer
    • E04G17/00E04G11/38E04G25/00
    • E04G11/483E04G11/486E04G2025/006
    • A prop head (17) of a formwork prop for a concrete ceiling has an end piece (15) facing the concrete ceiling, the end piece (15) having a longitudinal axis which extends substantially perpendicular to the plane of the concrete formwork. The prop head (17) also has a hinge mechanism (20) at the end piece (15) end facing away from the concrete ceiling. The longitudinal axis of the end piece (15) can be placed in swiveled positions relative to the longitudinal axis of the prop in hinged positions of the hinge mechanism (20), the hinged positions being lockable by means of fastening means (30), preferably on the hinge mechanism (20). A load-introducing center of gravity formed by the end piece (15) end facing the concrete ceiling essentially lies on a line encompassing the longitudinal axis (62) of the prop (2, 3, 4) in the hinged positions.
    • 用于混凝土天花板的模板支架的支柱头部(17)具有面向混凝土天花板的端部件(15),该端部件(15)具有基本上垂直于混凝土模板的平面延伸的纵向轴线。 支柱头(17)还在端部(15)端处具有背离混凝土天花板的铰链机构(20)。 端部件(15)的纵向轴线可相对于铰链机构(20)的铰接位置相对于支柱的纵向轴线放置在旋转位置,铰接位置可通过紧固装置(30)锁定 在铰链机构(20)上。 由端部件(15)形成的面向混凝土天花板顶端的负载引入重心基本上位于围绕铰接位置的支柱(2,3,4)的纵向轴线(62)的线上。
    • 29. 发明申请
    • Slab formwork system and method for preparation of slab formwork system of this type
    • 板坯模板系统及其制备方法
    • US20070209297A1
    • 2007-09-13
    • US11415955
    • 2006-05-01
    • Artur Schwoerer
    • Artur Schwoerer
    • E04G21/14
    • E04G11/38E04G11/483E04G11/50
    • The invention relates to a slab formwork system having a plurality of formwork elements which have first hook members at their lower side for establishing a hook connection with second hook members provided at upper end sections of vertical supports. The first and second hook members are designed to establish the hook connection, on the one hand, when the formwork elements and the vertical supports extend parallel or obliquely to one another and such that pivoting of a formwork element is possible, on the other hand, while maintaining the hook connection, into such a position in which the formwork element and the vertical supports include an angle of approximately 90°. The formwork element can be coupled, prior to the pivoting, with a railing member extending substantially perpendicular to the formwork element. The invention furthermore relates to a method for the preparation of a slab formwork system of this type.
    • 本发明涉及一种具有多个模板元件的板坯模板系统,该模板元件在其下侧具有第一钩构件,用于与设置在垂直支撑件的上端部分处的第二钩构件建立钩连接。 第一和第二钩构件被设计成建立钩连接,一方面,当模板元件和垂直支撑件彼此平行或倾斜地延伸并且使得模板元件的枢转是可能的,另一方面, 同时保持钩连接到其中模板元件和垂直支撑件包括大约90°的角度的位置。 在枢转之前,模板元件可以与基本上垂直于模板元件延伸的栏杆构件联接。 本发明还涉及这种类型的板坯模板系统的制备方法。
    • 30. 发明授权
    • Concrete deck forming apparatus and method
    • 混凝土甲板成型设备及方法
    • US06513785B1
    • 2003-02-04
    • US09649523
    • 2000-08-28
    • Ross W. Worley
    • Ross W. Worley
    • E04G1100
    • E04G11/38E04G11/483
    • A deck forming system is utilized for forming and supporting concrete decks. The deck forming system includes deck panels extending between deck beams which are supported by a jack post assembly. Flat bars are used to join the deck beams to a header supported by a jack post in the jack post assembly. Fasteners such as pins and wedges removably secure the flat bars to the ends of the deck beams and the header so that the deck beams can be removed while the jack post and header remain in place to support the poured concrete deck until it reaches a predetermined strength.
    • 甲板成型系统用于形成和支撑混凝土甲板。 甲板成形系统包括在甲板梁之间延伸的甲板板,甲板梁由千斤顶柱组件支撑。 扁平杆用于将甲板梁连接到由千斤顶柱组件中的千斤顶柱支撑的头部。 诸如销和楔子的紧固件将可拆卸地固定在甲板梁和集管的端部上的扁平杆,使得甲板梁可以在千斤顶柱和头部保持就位以支撑浇注的混凝土板的同时被移除,直到它达到预定的强度 。