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    • 1. 发明申请
    • METHODS FOR TYING, CLEANING AND RE-CEMENTING MASONRY USING PORT ANCHORS
    • 使用端口锚固器来形成,清洁和重新制造MASONRY的方法
    • US20150007526A1
    • 2015-01-08
    • US14491495
    • 2014-09-19
    • John M. Wathne
    • John M. Wathne
    • E04G23/02
    • E04G23/02E04B1/38E04B1/41E04G23/0222
    • A port anchor system and method for anchoring and cementing adjacent and often separated leaves (layered structures) of masonry. The method and various embodiments have the capability of being used for anchoring, cleaning and flushing of old mortar, and injecting grout into internal masonry voids, thereby tying and re-cementing or cementing the masonry mass back together. Various embodiments of anchor systems are provided for performing the various methods, more particularly, some of the embodiments describe port anchors which are used to clean and flush the old mortar and then grout fill the void between adjacent masonry leaves while other embodiments are used to grout fill the void.
    • 一种用于锚固和固定砖石相邻和经常分离的叶(层状结构)的端口锚固系统和方法。 该方法和各种实施例具有用于锚固,清洗和冲洗旧砂浆的能力,并将浆料注入内部砖石空隙中,从而将砖石质量重新固结或固结在一起。 提供锚系统的各种实施例用于执行各种方法,更具体地,一些实施例描述用于清洁和冲洗旧砂浆的端口锚,然后灌浆填充相邻砖石叶之间的空隙,而其他实施例用于灌浆 填补空白。
    • 2. 发明授权
    • Building anchor systems
    • 建筑锚系统
    • US08806836B2
    • 2014-08-19
    • US13395684
    • 2010-09-10
    • Peter JamesDennis LeeSara PaganoniDina D'Ayala
    • Peter JamesDennis LeeSara PaganoniDina D'Ayala
    • E04B1/38E04C5/00E04G23/02E04B1/41
    • E04B1/4157E04G23/0218E04G23/0222Y10T403/5706Y10T403/7045Y10T403/75
    • A building anchor system includes a pair of elongate anchor rods (1,2), an anchor rod coupling joint (3) for joining the anchor rods end-on-end, the anchor rod coupling joint comprising or including a sleeve (4, 5, 6 & 7) for connection to an end of one of the anchor rods (1) a slideable arm (8) receivable in the sleeve for connection to an end of the other anchor rod (2) a closed slot within the arm or sleeve for slideably receiving the free end of a stop member (13) by which movement of the anchor rods along their major axis is possible to the extent allowed by the length of the slot, and frictional adjustment means (6,7) acting between the arm and the sleeve by which they may be joined and by which the force required to move them with respect to each other can be selectively varied. The invention also extends of a method of preventing or inhibiting catastrophic structural failure of a building by installing one or more anchor systems of the type described.
    • 建筑物锚固系统包括一对细长的锚杆(1,2),用于将锚杆端对端连接的锚杆联接接头(3),锚杆联接接头包括或包括套筒(4,5) ,6和7),用于连接到所述锚杆(1)中的一个的端部,可滑动的臂(8)可接收在所述套筒中,用于连接到所述另一个锚杆(2)的端部,所述臂或套筒 用于可滑动地接收止动构件(13)的自由端,通过所述止动构件(13)的自由端,所述锚杆沿其长轴线的运动可能达到所述槽的长度所允许的程度,以及作用在所述臂之间的摩擦调节装置 并且可以选择性地改变它们可以被接合的套筒,由此可以选择性地改变使它们相对于彼此移动所需的力。 本发明还延伸了通过安装所述类型的一个或多个锚系统来预防或抑制建筑物的灾难性结构故障的方法。
    • 3. 发明授权
    • Restoration anchoring system
    • 修复锚固系统
    • US08555587B2
    • 2013-10-15
    • US12777839
    • 2010-05-11
    • Ronald P. Hohmann, Jr.
    • Ronald P. Hohmann, Jr.
    • E04B2/08E04B2/16E04B2/48
    • E04G23/0222
    • A restoration anchoring system for use in cavity wall structures having an inner wythe and an outer wythe that requires remediation or re-anchoring is disclosed. The anchoring system employs a three-part system that is installed within the existing bed joints of the outer wythe to reattach and re-anchor the outer wythe to the structural inner wythe. The three-part system includes a helical dowel, a seismic T-clip and a reinforcement member. The helical dowel is self-threading and self-drilling. When the three-part system is installed within the outer wythe and attached to the inner wythe, the system is captively embedded in the outer wythe thereby providing a seismic construct.
    • 公开了一种用于腔壁结构的修复锚固系统,其具有需要修复或重新锚固的内部结构和外部结构。 锚固系统采用三部分系统,其安装在外部的现有床接头内,以重新附接并将外部结构重新锚定到结构内部。 三部分系统包括螺旋销,地震T形夹和加强构件。 螺旋销是自动螺纹和自钻孔。 当三部分系统安装在外部并连接到内部系统时,系统被自动嵌入外部系统,从而提供地震构造。
    • 7. 发明授权
    • Anchoring device
    • 锚定装置
    • US4760678A
    • 1988-08-02
    • US25613
    • 1987-03-13
    • John T. Chambers
    • John T. Chambers
    • E04G23/02F16B13/08F16B13/06
    • F16B13/08E04G23/0222
    • An anchoring device comprises an elongate tubular body, a plunger axially movable in the bore of the body to operate gripping means in the form of transverse dog plates which axial movement of the plunger causes to project through openings in the body to engage the surface of a hole drilled in a structure to which the device is to be secured.The anchoring device may be a wall tie with gripping means at each end to engage co-axial holes in two leaves of a cavity wall. Alternatively one or each gripping means may be replaced by a waisted, windowed portion of the wall of the body to be secured in the hole by synthetic resin. Means may be provided for connecting a grip-testing device to the wall tie and a modification allows the grip of one gripping means to be tested before the other is operated.
    • 锚定装置包括细长的管状体,柱塞可以在主体的孔中轴向移动,以操作横向爪板形式的夹持装置,柱塞的轴向运动引起穿过主体中的开口突出以接合 在该装置要被固定的结构中钻出的孔。 锚固装置可以是在每个端部处具有夹持装置的壁带,以接合空腔壁的两个叶片中的同轴孔。 或者,一个或每个夹持装置可以由身体的壁的腰部的窗口部分代替,以通过合成树脂固定在孔中。 可以提供用于将握力测试装置连接到墙带上的装置,并且修改允许在另一个操作之前测试一个夹持装置的抓握。
    • 8. 发明授权
    • Fixing devices
    • 固定装置
    • US4631889A
    • 1986-12-30
    • US559362
    • 1983-12-08
    • Ian R. AdamJames Mallon
    • Ian R. AdamJames Mallon
    • E04G23/02F16B13/02F16B13/06E04B1/02
    • F16B13/02E04G23/0222F16B13/061
    • A fixing device, such as an anchor or cavity wall tie, employs a deformable (radially expandible) sleeve element (6) to lock an end of a rod (1) in a bore (12) of a wall or like structure (11). Radial expansion may be achieved by axially compressing the sleeve element between a stop member (2) and an internally threaded member 9 arranged on a threaded portion (5) of the rod (1). The sleeve includes a rib (10), projecting from its radially outermost circumferential surface, which provides an interference fit for the sleeve in the bore prior to axial compression and thus substantially prevents rotation of the sleeve during compression.
    • 固定装置,例如锚固件或腔壁连接件,采用可变形(可径向扩张的)套筒元件(6)将杆(1)的端部锁定在壁或类似结构(11)的孔(12)中, 。 径向膨胀可以通过在止动构件(2)和布置在杆(1)的螺纹部分(5)上的内螺纹构件9之间轴向压缩套筒元件来实现。 套筒包括从其径向最外圆周表面突出的肋(10),其在轴向压缩之前为套筒提供过盈配合,从而基本上防止套筒在压缩期间的旋转。
    • 10. 发明申请
    • Back Plate Bracketing System
    • 背板包围系统
    • US20150082737A1
    • 2015-03-26
    • US14038618
    • 2013-09-26
    • Todd A. Brady
    • Todd A. Brady
    • E04G23/02
    • E04G23/0222E04B2/7457E04B2002/7485E04C2003/026
    • A bracketing system is provided having two brackets joined by an adhesive material that allows a bridge backing member to be mounted between vertical studs to enhance stability of the wall construction. A wall construction assembly according to an embodiment of the invention comprises two vertical studs and a bridge backing member mounted there between by a bracketing system, which includes a left bracket and a right bracket connected by a flexible adhesive material. The bridge backing member has curved flanges that are shorter in length than the web of the bridge backing member. This bridge backing member can then hook securely over the brackets, and abut the vertical studs. The hooking of the bridge backing member of the brackets and shorter flanges allows the bridge backing member to rest on the brackets without the installer having to manually hold the bridge backing member between the studs prior to attachment.
    • 提供一种包围系统,其具有通过粘合剂材料连接的两个支架,其允许桥接背衬构件安装在垂直螺柱之间以增强壁结构的稳定性。 根据本发明的一个实施例的墙壁结构组件包括两个垂直螺栓和一个安装在其上的桥接背衬构件,其包括一个包围系统,该系统包括一个左托架和一个通过柔性粘合剂材料连接的右托架。 桥接支撑构件具有弯曲的凸缘,其长度小于桥接支撑构件的腹板。 然后,该桥接支撑件可以牢固地钩在支架上,并且抵靠垂直螺柱。 托架和较短法兰的桥接支撑构件的钩挂允许桥接支撑构件搁置在支架上,而安装者不必在连接之前手动地将桥接支撑构件保持在螺柱之间。