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    • 1. 发明授权
    • Slide action inside corner form
    • 在角落内滑动动作
    • US4570896A
    • 1986-02-18
    • US577356
    • 1984-02-06
    • James K. StricklandH. Grady Ivey
    • James K. StricklandH. Grady Ivey
    • B28B21/06B28B7/30E04G11/02E04G11/08
    • E04G11/082E04G11/02
    • A concrete form unit for casting an inside corner structure has a pair of form panels disposed generally perpendicular to each other and an elongated corner member disposed between spaced adjoining edges of such panels with an actuator having relatively movable parts including a first part connected to the midsection of a yoke and a second part connected to the corner member. The ends of the yoke are guidingly connected to the form panels, respectively, and the adjoining edges of the form panels are guidingly coupled to opposite sides of the corner member by slidingly interengaging surfaces, these surfaces defining a tapered wedge where the corner member mates with the adjoining edges of the form panels.
    • 用于铸造内角部结构的混凝土模板单元具有一对大体上彼此垂直设置的模板,以及设置在这些面板的间隔邻接边缘之间的细长角件,具有相对可移动部件的致动器,该致动器包括连接到中部的第一部分 轭和连接到角构件的第二部分。 轭的端部分别引导地连接到模板,并且模板的相邻边缘通过滑动地相互接合的表面被引导地联接到角构件的相对侧,这些表面限定了锥形楔,其中角部件与 形式面板的相邻边缘。
    • 3. 发明授权
    • Concrete form support structure
    • 混凝土支撑结构
    • US4333289A
    • 1982-06-08
    • US125939
    • 1980-02-29
    • James K. Strickland
    • James K. Strickland
    • E04G17/04E04G17/14B24B45/00
    • E04G17/14E04G17/042
    • In the support of a concrete form panel, an elongate beam, acting as a waler, is employed that is in the general cross-sectional shape of an I-beam having an outwardly opening pocket extending along one edge to retain a nailer for securing the beam to the form panel and a Y-shaped segment extending along the opposite beam edge. The Y-shaped segment is formed by legs which are parallel for one length thereof to define an outwardly opening cavity there between and then the legs diverge outwardly for a second length with oppositely directed flanges extending from the outer ends of the diverging second length of the legs. A bracket having a flat portion inserted into the beam cavity is secured in the cavity and has a tubular portion connected to the flat portion, the tubular portion accommodating a fastening element therewithin to fasten the bracket to a stiffener member, preferrably provided by spaced outwardly facing channels with the bracket tubular portion disposed between the channel webs.
    • 在混凝土模板的支撑下,采用充当瓦砾的细长梁,其具有沿着一个边缘延伸的向外开口袋的I形梁的总体横截面形状,以保持钉子用于固定 光束到形式板和沿着相对的光束边缘延伸的Y形段。 Y形段由腿部形成,腿部在其一段长度上平行,以在其间限定向外的开口空腔,然后腿部向外发散第二长度,其中相反方向的凸缘从第二长度的发散第二长度的外端延伸 腿 具有插入光束腔中的平坦部分的支架固定在空腔中并且具有连接到平坦部分的管状部分,管状部分在其中容纳紧固元件以将支架紧固到加强件,优选地由间隔开的向外 通道与支架管状部分设置在通道腹板之间。
    • 4. 发明授权
    • Concrete form panel tying apparatus
    • 混凝土板捆绑装置
    • US4231541A
    • 1980-11-04
    • US826834
    • 1977-08-22
    • James K. Strickland
    • James K. Strickland
    • E04G17/07E04G17/075E04G17/08
    • E04G17/0714E04G17/0742E04G17/075
    • Apparatus for tying together concrete form panels includes an elongated tie and means attachable to a concrete form panel for clamping the tie to restrain relative movement between the tie and the form panel. The tie has end portions of a first transverse dimension and adjacent longitudinally inward portions of a second and smaller transverse dimension with a longitudinally outwardly sloped surface extending between each such inward portion and its adjacent end portion. The tie end portions may be either integral with the rest of the tie, or separate threaded members. The clamping means includes at least one member movable between a clamping position receiving the tie and a nonclamping position away from the tie. This clamping member has a recess for matingly receiving the longitudinally inward portion of the tie, and the portions of the clamping member adjacent the recess and distal the form panel engage the sloped surface of the tie when the clamping member is moved into the clamping position.
    • 用于将混凝土模板连接在一起的装置包括细长的连接件和可连接到混凝土模板的装置,用于夹紧连接件以限制连接件和模板之间的相对运动。 连接带具有第一横向尺寸的端部和具有第二和较小横向尺寸的相邻纵向内部部分的端部,并且在每个这样的向内部分和其相邻的端部部分之间延伸有纵向向外倾斜的表面。 连接端部可以与连接件的其余部分一体,也可以是单独的螺纹部件。 夹紧装置包括至少一个构件,其可以在接收系带的夹紧位置和远离领带的非夹紧位置之间移动。 该夹紧构件具有用于配合地接合连接件的纵向向内部分的凹部,并且当夹紧构件移动到夹紧位置中时,邻近凹部并且远离模板的夹紧构件的部分接合系带的倾斜表面。
    • 5. 发明授权
    • Tying apparatus for concrete form panel
    • 混凝土板面装置
    • US4219180A
    • 1980-08-26
    • US883276
    • 1978-03-03
    • James K. Strickland
    • James K. Strickland
    • E04G17/065E04G17/075E04G7/18
    • E04G17/0657E04G17/0757
    • Tying apparatus for holding concrete form panels in spaced relation has an elongated tie and clamping means attachable to a concrete form panel which is engageable with the tie to anchor the tie so as to restrain relative movement between the tie and the form panel wherein the clamping means comprises a bearing member fixedly connectible to the form panel and a clamping member pivotally secured in its preferred form to the bearing member by means of an axially and laterally yieldable pivot connection so that the clamping member can pivot and swing relative to the plane of the bearing member by way of a ball and socket type joint on mating surfaces of the bearing and clamping members to compensate for misalignment between the tie and the form panel or misalignment between opposing form panels. A positive lock retains the bearing and clamping members together when the clamping member is in its closed position.
    • 用于保持间隔开的混凝土模板的捆扎装置具有细长的连接件和夹紧装置,该装置可附接到混凝土模板上,该混凝土模板可与该系带接合以锚定该绑带,以便限制该系带与该模板之间的相对运动, 包括可固定地连接到所述成形板的支承构件和通过轴向和横向可屈服的枢转连接以其优选形式枢转地固定到所述轴承构件的夹紧构件,使得所述夹紧构件可相对于所述轴承的平面枢转和摆动 通过在轴承和夹紧构件的配合表面上的球窝型接头来补偿接头和形式面板之间的不对准或相对的形式面板之间的未对准。 当夹紧构件处于其关闭位置时,正锁定将轴承和夹紧构件保持在一起。
    • 10. 发明授权
    • Concrete casting system
    • 混凝土浇铸系统
    • US5755982A
    • 1998-05-26
    • US337005
    • 1994-11-07
    • James K. StricklandArthur Sherrer, Jr.Robert L. Murphy
    • James K. StricklandArthur Sherrer, Jr.Robert L. Murphy
    • B28B7/10B28B7/22B28B7/30
    • B28B7/22
    • A mold system for casting five-sided, monolithic, seamless concrete products comprises an outside jacket, an inside mold core complete with base, and a movable pallet to aid stripping. The outside jacket preferably includes two L-shaped panel members arranged in a rectangular configuration which are supported for movement between open and closed positions by a pair of base-mounted corner actuators extending from the fixed base to the apex of each panel member. The panel members are also linked to one another by a series of actuators along each of the adjoining two corners of the jacket. The inside core includes four interior panels linked by four inside retractable corners. A minimum of two series of actuators also span the middle portion of the inside core. These middle actuators in conjunction with the actuators in the corner devices function to expand and contract the entire inside mold core. A plurality of base supported actuators are fastened to the inside core. These base actuators each have an adjustable connector rod for selectively engaging the outside panel members against the pallet for supplying additional pressure between the inside core and outside panel members to reinforce the system during pouring of the concrete and subsequent hardening. The actuators on the movable pallet also aid in releasing the concrete product after hardening.
    • 一种用于铸造五面体,整体式,无缝混凝土制品的模具系统包括外套,带底座的内模芯和用于辅助剥离的活动托盘。 外护套优选地包括以矩形构造布置的两个L形面板构件,所述两个L形面板构件通过从固定底座延伸到每个面板构件的顶点的一对基座安装的角部致动器而被支撑以在打开和关闭位置之间移动。 面板构件还通过沿夹套的相邻两个角中的每一个的一系列致动器彼此连接。 内芯包括四个通过四个内部可收缩角连接的内部面板。 至少两个系列执行器也跨越内核的中间部分。 这些中间致动器与角部装置中的致动器结合起来可以扩展和收缩整个内模芯。 多个基座支承的致动器被紧固到内部的芯部。 这些基座致动器各自具有可调节的连接杆,用于选择性地将外部板构件接合在托盘上,用于在内部芯部和外部板构件之间提供额外的压力,以在浇筑混凝土期间以及随后的硬化时加强系统。 可移动托盘上的执行器也有助于在硬化后释放混凝土产品。