Mine roof/bolt anchor assembly and method of installation thereof
    1.
    发明授权
    Mine roof/bolt anchor assembly and method of installation thereof 失效
    矿顶/螺栓锚固组件及其安装方法

    公开(公告)号:US5352066A

    公开(公告)日:1994-10-04

    申请号:US798199

    申请日:1991-11-26

    CPC classification number: F16B13/143 E21D20/025 E21D21/008 F16B13/066

    Abstract: The present invention is directed to an anchor assembly for installing a threaded mine-roof bolt under tension in a bore hole formed in underground passageways, mines, and the like. The anchor assembly includes a two compartment resin cartridge and a mechanical expansion unit. A support collar is threaded on the bolt to restrict axial movement of the mechanical expansion unit. The mechanical expansion unit includes a camming plug and an expansion shell. The expansion shell has a plurality of fingers extending upwardly from an annular collar. Spaces or slots are formed between adjacent fingers. Each of the plurality of fingers include a vertically extending rib for forming channels between the external surfaces of the fingers and the side walls of the bore hole to permit the free flow of resin. The side surfaces of the fingers adjacent the uppermost portion thereof are tapered so that substantially V-shaped notches are formed between adjacent fingers. Vertically extending recesses are formed in the camming plug. At least one of the vertically extending recesses of the camming plug is aligned with at least one V-shaped notch formed in the mechanical expansion shell. This arrangement of aligning at least one recess and one V-shaped notch further facilitates the free flow of resin about the anchor assembly components.

    Abstract translation: 本发明涉及一种锚固组件,用于将螺纹井顶螺栓在张力下安装在形成在地下通道,矿山等中的钻孔中。 锚固组件包括两室树脂筒和机械膨胀单元。 支撑轴环螺纹连接在螺栓上,以限制机械膨胀单元的轴向移动。 机械膨胀单元包括凸轮塞和膨胀壳。 膨胀壳具有从环形套环向上延伸的多个指状物。 在相邻的手指之间形成空格或槽。 多个手指中的每一个包括用于在指状物的外表面和钻孔的侧壁之间形成通道的垂直延伸的肋,以允许树脂自由流动。 与其最上部相邻的指状物的侧表面是锥形的,从而在相邻的指状物之间形成大致V形的凹口。 在凸轮塞中形成垂直延伸的凹部。 凸轮塞的垂直延伸的凹槽中的至少一个与在机械膨胀壳中形成的至少一个V形凹口对准。 对准至少一个凹部和一个V形凹口的这种布置进一步有利于树脂围绕锚固组件部件的自由流动。

    Mine roof support structure and method
    2.
    发明授权
    Mine roof support structure and method 失效
    矿顶支撑结构及方法

    公开(公告)号:US5064311A

    公开(公告)日:1991-11-12

    申请号:US504608

    申请日:1990-04-05

    CPC classification number: E21D21/0093

    Abstract: An assembly and methods of installation thereof for supporting and stabilizing a rock structure adjacent a mine tunnel or other underground passageway. The assembly includes an elongated bolt, threaded from both ends for at least a portion of its length. A conventional, mechanical expansion anchor is threaded on one end of the bolt, within a drill hole in the rock structure, and a bearing plate, washer, jam nut and tensioning nut are carried on the other end, outside the drill hole. The tensioning nut is threaded into firm engagement with the jam nut to prevent further threaded advance of the tensioning nut a substantial distance from the termination of the threads. A torque applied to the tensioning nut thus rotates the bolt and expands the anchor shell into gripping engagement with the bore hole wall; torque producing an axial load on the jam nut in excess of its strength causes it to fracture or strip from threaded engagement with the bolt, permitting travel of the tensioning nut. The jam nut is received in a recess in the lower surface of the washer, which is preferably spherical on its upper surface.

    Abstract translation: 一种用于支撑和稳定靠近矿井隧道或其他地下通道的岩石结构的组件及其安装方法。 该组件包括细长的螺栓,其从两端螺纹连接至其长度的至少一部分。 常规的机械膨胀锚杆在岩石结构的钻孔内螺纹连接在螺栓的一端,另一端承载板,垫圈,锁紧螺母和张紧螺母在钻孔的外侧。 张紧螺母与止动螺母拧紧牢固接合,以防止紧固螺母与螺纹终端相距很远的距离。 施加到张紧螺母的扭矩因此使螺栓旋转并将锚壳膨胀成与钻孔壁夹紧接合; 在果酱螺母上产生超过其强度的轴向负载的扭矩导致其与螺栓的螺纹接合断裂或剥离,从而允许张紧螺母的行进。 锁紧螺母被容纳在垫圈的下表面的凹部中,其优选地在其上表面是球形的。

    Resin reinforced expansion anchor system
    3.
    发明授权
    Resin reinforced expansion anchor system 失效
    树脂增强锚固系统

    公开(公告)号:US4764055A

    公开(公告)日:1988-08-16

    申请号:US102795

    申请日:1987-09-23

    CPC classification number: E21D21/008 E21D20/025 F16B13/066 F16B13/143

    Abstract: A resin reinforced expansion anchor system for a mine roof support bolt or the like utilizes a specially configured, thin-walled expansion shell together with a thin-walled, dual-taper plug for expanding the shell. The shell and the plug cooperate to implement a particularly desirable type of mechanical expansion anchoring action while simultaneously providing a symmetrical array of resin flow passages at circumferentially spaced locations about the anchor assembly to permit proper distribution and flow of a quick setting resin mix. The system of the invention enables a relatively large diameter rock bolt or threaded bar to be securely anchored in a blind drilled hole that is of relatively small diameter, with the anchoring action of a mechanical expansion anchor assembly being desirably augumented by the anchoring action of a concurrently established resin bond. The system of the present invention has particular utility in providing a means for effecting combined mechanical expansion anchoring and resin bond anchoring of a relatively large diameter threaded member such as a 7/8" rock bolt that is installed in a relatively small diameter hole such as a 13/8" blind drilled hole that is formed in a mine roof or the like.

    Abstract translation: 用于矿山屋顶支撑螺栓等的树脂增强膨胀锚系统利用特殊构造的薄壁膨胀壳以及用于膨胀壳体的薄壁双锥形塞子。 壳体和插塞协作以实现特别期望类型的机械膨胀锚固作用,同时在围绕锚固组件的周向间隔开的位置处提供对称的树脂流动通道阵列,以允许快速固化树脂混合物的适当分布和流动。 本发明的系统能够使相对较大直径的岩石螺栓或螺纹杆牢固地锚固在直径相对较小的盲孔中,机械膨胀锚固组件的锚定作用由一个 同时建立树脂粘结剂。 本发明的系统在提供一种用于实现相对较大直径的螺纹构件(例如安装在相对小直径的孔中的7/8“岩石锚杆)的组合的机械膨胀锚定和树脂粘合锚定的装置方​​面具有特别的用途,例如 作为在矿山屋顶等中形成的13/8“盲孔。

    Mine roof support system including an expansion anchor with means
assisting resin component mixing and method of installation thereof
    4.
    发明授权
    Mine roof support system including an expansion anchor with means assisting resin component mixing and method of installation thereof 失效
    矿山屋顶支撑系统,包括具有辅助树脂组分混合的装置的膨胀锚和其安装方法

    公开(公告)号:US5599140A

    公开(公告)日:1997-02-04

    申请号:US527779

    申请日:1995-09-13

    CPC classification number: E21D21/008 E21D20/025

    Abstract: A reinforcing and support system and method of installation thereof including both a mechanical expansion anchor on the distal end of an elongated bolt and a resin grouting mix installed in a blind drill hole in a mine roof, or the like. A pair of elongated leg members, fixed with respect to the shell, extend into the annular space surrounding the bolt below the shell for a distance about as great as the axial length of the shell. Upon advance of the bolt, carrying the expansion anchor and leg members, into the drill hole to break a cartridge containing the initially flowable components of the grouting material, the bolt is rotated to effect expansion of the anchor and tensioning of the bolt. Mixing of the components in the annular space surrounding the bolt below the anchor as the bolt is rotated is enhanced by hydraulic turbulence produced by flow of the components about the leg members. A support nut may be installed on the bolt below the anchor, and the leg members may be fixedly attached to one another near their terminal ends.

    Abstract translation: 一种加强和支撑系统及其安装方法,包括在细长螺栓的远端上的机械膨胀锚固件和安装在矿井顶部的盲孔中的树脂灌浆混合物等。 相对于壳体固定的一对细长的腿部构件延伸到围绕壳体下方的螺栓的环形空间中与壳体的轴向长度大约一定的距离。 在将螺栓推进到承载膨胀锚和腿部构件的钻孔中以破坏包含灌浆材料的初始可流动部件的筒的情况下,螺栓旋转以实现锚固件的膨胀和螺栓的张紧。 随着螺栓旋转,在锚固件下方的螺栓周围的环形空间中的部件的混合通过围绕腿部构件的部件流动产生的液压湍流而增强。 支撑螺母可以安装在锚固件下方的螺栓上,并且腿部构件可以在其终端附近彼此固定地附接。

    Mine roof expansion anchor and bail element
    5.
    发明授权
    Mine roof expansion anchor and bail element 失效
    矿山屋顶扩建锚和吊环元件

    公开(公告)号:US5344257A

    公开(公告)日:1994-09-06

    申请号:US984498

    申请日:1992-12-02

    CPC classification number: E21D21/008

    Abstract: A bail element (10) having a medial portion (12) with a pair of legs (14, 16) extending integrally therefrom and a mechanical expansion anchor having a pair of shell halves (68, 70) and tapered plug (80) held in assembled relation by the bail. The bail legs are identical to one another and, prior to assembly with the shell halves and plug, have three distinct, linear portions (46, 48, 50) respectively extending at preferred angles of about 10.degree., 36.degree. and 12.5.degree. with respect to lines parallel to the bail centerline (A--A). The bail medial portion includes a pair of upstanding portions shown in a first embodiment (34, 36) and a second embodiment (54, 56) for puncturing a resin cartridge which may be installed with the anchor.

    Abstract translation: 一种具有中间部分(12)的吊环元件(10),所述中间部分(12)具有一体地从其延伸的一对腿部(14,16)和具有一对半壳体(68,70)和锥形塞子(80)的机械膨胀锚固件 通过保释组合关系。 吊钩腿彼此相同,并且在与半壳体和塞子组装之前具有分别以约10°,36°和12.5°的优选角度延伸的三个不同的线性部分(46,48,50),相对于 到平行于保释中心线(AA)的线。 吊环中间部分包括在第一实施例(34,36)中示出的一对直立部分和用于刺穿可安装锚固件的树脂筒的第二实施例(54,56)。

    Mine roof expansion anchor and bail member therefor
    6.
    发明授权
    Mine roof expansion anchor and bail member therefor 失效
    矿山屋顶扩建锚及其保释构件

    公开(公告)号:US5275512A

    公开(公告)日:1994-01-04

    申请号:US913167

    申请日:1992-07-14

    CPC classification number: E21D21/008

    Abstract: A bail member having a medial portion of substantially conical shape for retaining shell and tapered plug portions of a mechanical expansion anchor in mutually assembled relation prior to installation. The medial portion is positioned over the large end of the plug and tapers inwardly in a direction away from the plug to provide a lead-in for insertion of the anchor, carried on the end of a mine roof bolt, into the open end of a blind drill hole. The bolt and medial portion may include an axial bore and a plurality of openings, respectively, for passage of a hardenable grout pumped through the bore to provide an anchoring system of enhance strength and durability.

    Abstract translation: 具有基本圆锥形形状的中间部分的吊环构件,用于在安装之前以相互组合的关系保持壳体和机械膨胀锚固件的锥形塞部分。 中间部分定位在插头的大端上方并且沿远离插头的方向向内逐渐变细,以提供导入件,以将承载在矿井顶部螺栓的端部上的锚固件插入到开口端 盲孔钻孔。 螺栓和中间部分可以分别包括轴向孔和多个开口,用于通过泵送通过孔的可硬化灌浆的通道,以提供增强强度和耐久性的锚固系统。

    Mine roof expansion anchor with improved bore hole engagement means and
method of installation thereof
    7.
    发明授权
    Mine roof expansion anchor with improved bore hole engagement means and method of installation thereof 失效
    具有改进的钻孔接合装置的矿山屋顶膨胀锚及其安装方法

    公开(公告)号:US5219248A

    公开(公告)日:1993-06-15

    申请号:US883115

    申请日:1992-05-14

    CPC classification number: E21D21/008

    Abstract: A mine roof expansion anchor having a conventional tapered camming plug and radially expansible shell having associated therewith an element which resiliently engages the wall of a bore hole as a roof bolt carrying the anchor is inserted in the hole. The resilient element may be incorporated in the structure of a bail having bore wall engagement portions position in a plane closer to the lower end of the expansion shell than the lowest position of the tapered plug after full expansion. The engagement portions may comprise outwardly and downwardly extending portions of the bail legs, either at the terminal ends or pierced from the bail material slightly above the ends. In another embodiment, the engagement portions extend from a support nut positioned on the bolt below the lower end of the shell.

    Abstract translation: 具有常规锥形凸轮塞和径向可膨胀壳体的矿山屋顶膨胀锚插入孔中,该壳具有与其相连的元件,该元件弹性地接合钻孔的壁,作为承载锚固件的顶部螺栓。 弹性元件可以结合在吊环的结构中,其中孔壁接合部分位于比膨胀壳的下端更接近膨胀壳的下端的平面中,而不是锥形塞在完全膨胀之后的最低位置。 接合部分可以包括在尾端处的向外和向下延伸的吊环的部分,或者从稍稍高于端部的吊环材料刺穿。 在另一个实施例中,接合部分从位于壳体下端下方的螺栓上的支撑螺母延伸。

    Hydrating mouth guard
    8.
    发明授权

    公开(公告)号:US10758329B1

    公开(公告)日:2020-09-01

    申请号:US16545254

    申请日:2019-08-20

    Abstract: A transmucosal delivery device includes a mouthpiece configured for receipt on a user's teeth, a permeable member coupled to the mouthpiece, a measurement module coupled to the mouthpiece for monitoring hydration of the user, and an excitation module coupled to the mouthpiece for inducing release of a hydrating substance from the permeable member based on the monitored hydration. The hydrating substance is delivered to the user through the user's oral mucosal tissue. Alternatively, a permeable member of a transmucosal delivery device houses an insulin solution to be delivered to the user through the user's oral mucosal tissue, and a measurement module coupled to the mouthpiece for monitoring blood glucose concentration of the user.

    Mine roof tension nut having improved frangible qualities
    9.
    发明授权
    Mine roof tension nut having improved frangible qualities 失效
    具有改善的脆弱品质的矿用屋顶拉力螺母

    公开(公告)号:US06296429B1

    公开(公告)日:2001-10-02

    申请号:US09596256

    申请日:2000-06-16

    CPC classification number: F16B31/021 F16B13/146

    Abstract: A nut for use with an elongated rod having one end anchored by a hardened resin grouting mix in a drill hole in a mine roof or other such rock formation. The nut has a body portion with a threaded bore through which the rod is advanced and a dome-shaped wall surrounding one end of the bore in radially outwardly spaced relation and an annular lip defining an opening in coaxial, axially spaced relation to the one end of the bore. A metal disc, either solid or with a central opening of smaller diameter than the bore, is positioned in covering relation to the bore and surrounded by the dome-shaped wall. As the rod is advanced through the nut, the disc is moved into contact about its entire periphery with the inside of the dome-shaped wall and rotation of the nut is transmitted to the rod to mix the resin components within the drill hole. After the mix hardens, excess torque applied to the nut deforms the nut toward the dome shape of the wall and eventually fractures the annular lip, thereby expanding the opening and expelling the disc. The torque required to fracture the nut is considerably higher when the disc is incorporated in the nut structure, thereby ensuring complete mixing of the resin components prior to fracture.

    Abstract translation: 一种用于细长杆的螺母,其一端由矿顶或其他这种岩层中的钻孔中的硬化树脂灌浆混合物锚定。 螺母具有主体部分,其具有螺纹孔,杆通过该主体部分前进,并且围绕孔的径向向外间隔开的一端的圆顶形壁和限定与该端部同轴,轴向间隔开的开口的环形唇缘 的孔。 固体或具有小于孔的直径的中心开口的金属盘被定位成与孔的覆盖关系并被圆顶形的壁包围。 当杆推进通过螺母时,盘在其圆周状壁的内部围绕其整个周边移动接触,并且螺母的旋转传递到杆以将树脂部件混合在钻孔内。 混合物硬化后,施加到螺母上的过大扭矩使螺母朝向壁的圆顶形状变形,并且最终使环形唇缘断裂,从而扩大开口并排出盘。 当盘被结合在螺母结构中时,破坏螺母所需的扭矩相当高,从而确保在断裂之前树脂部件的完全混合。

    Threaded fastener, method of fabrication thereof and method of
supporting a mine roof using such a fastener
    10.
    发明授权
    Threaded fastener, method of fabrication thereof and method of supporting a mine roof using such a fastener 失效
    螺纹紧固件,其制造方法和使用这种紧固件来支撑矿山屋顶的方法

    公开(公告)号:US5282698A

    公开(公告)日:1994-02-01

    申请号:US893062

    申请日:1992-06-03

    CPC classification number: F16B13/143 B21K1/707 E21D21/008 F16B13/00

    Abstract: A threaded fastener and method of fabrication thereof wherein the fastener or nut includes a first portion having external, wrench-engaging surfaces and a central, through bore, internally threaded for at least a portion of its length from a base surface. A wall portion extends integrally from the end of the first portion opposite the base surface, concentrically surrounding and spaced radially outwardly from the end of the bore. The first and wall portions are formed as a metal casting with the wall portion in two segments separated by longitudinally extending, V-shaped notches. The free edges of the wall segments, which initially lie in a plane normal to the axis of the bore, are deformed by a die, moving radially inward so that the wall segments are in a domed configuration with the free edges defining a substantially oval opening having a major axis with a length about equal to the diameter of the bore and a minor axis about 4/5 that of the major axis. A method of supporting a mine roof using such a threaded fastener with a bearing plate, resin cartridge and elongated rod having threads mating with the internal threads of the bore is also disclosed.

    Abstract translation: 一种螺纹紧固件及其制造方法,其中所述紧固件或螺母包括具有外部扳手接合表面的第一部分和中心通孔,所述中心通孔在其基部表面的至少一部分长度上具有内螺纹。 壁部分从第一部分的与基部表面相对的端部整体延伸,同心地围绕并从孔的端部径向向外间隔开。 第一壁部分和壁部分形成为金属铸件,其中两个部分的壁部分由纵向延伸的V形凹口分开。 最初位于垂直于孔的轴线的平面中的壁段的自由边缘通过模具变形,径向向内移动,使得壁段处于圆顶形状,其中自由边缘限定基本上椭圆形的开口 具有长度大约等于孔的直径的长轴,并且短轴约为长轴的约5/5。 还公开了一种使用具有轴承板,树脂筒和具有与孔的内螺纹配合的螺纹的细长杆的这种螺纹紧固件来支撑矿山屋顶的方法。

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