METHOD FOR ANCHORING A DEVICE IN MULTILAYER SOIL
    3.
    发明申请
    METHOD FOR ANCHORING A DEVICE IN MULTILAYER SOIL 有权
    用于在多层土壤中锚定装置的方法

    公开(公告)号:US20150132068A1

    公开(公告)日:2015-05-14

    申请号:US14605139

    申请日:2015-01-26

    申请人: ANCREST S.A.

    发明人: Christian Meline

    摘要: A method for anchoring a device in multilayer soil includes analyzing the soil to determine the depth, hardness and density of at least two layers of soils. The anchoring device is prepared for positioning by attaching a self-drilling bit to a bottom end of a hollow rod, attaching a drilling disc to the rod at a position above the self-drilling bit, attaching at least one helical disc to the rod above the drilling disc, and attaching a positioning plate to the rod at a distance from the drilling disc such that the distance from the bottom of the drilling disc to the bottom of the positioning plate is approximately equal to the depth of a first layer of soil. The anchoring device is drilled into the soil until the drilling disc rests on top of the second layer and the positioning plate rests on top of the first layer.

    摘要翻译: 将装置固定在多层土壤中的方法包括分析土壤以确定至少两层土壤的深度,硬度和密度。 通过将自钻钻头连接到中空杆的底端,将锚定装置准备好定位,将钻孔盘在自钻孔上方的位置处连接到杆上,将至少一个螺旋盘连接到杆上方 钻孔盘,并且将定位板附接到与钻孔盘一定距离处的杆,使得从钻孔底部到定位板的底部的距离近似等于第一层土壤的深度。 将锚固装置钻入土壤中,直到钻盘落在第二层的顶部上,并且定位板搁置在第一层的顶部。

    Rock Bolt
    4.
    发明申请
    Rock Bolt 审中-公开
    岩石螺栓

    公开(公告)号:US20120219365A1

    公开(公告)日:2012-08-30

    申请号:US13396370

    申请日:2012-02-14

    IPC分类号: E21D20/00 E21D21/00

    摘要: A rock bolt, particularly for use in mining, having an axial conduit, an anchor nut, and an anchor plate supported by the anchor nut for the purpose of placement on the rock, that is able to expand sufficiently and possess sufficient tensile strength, and also is able to be cut for the purpose of simplified separation of excavated pieces of the rock bolt. This problem is addressed in that the axial conduit is at least partially, and particularly entirely, made of metal and plastic, and the at least one component of the axial conduit made of metal and plastic serves to receive tensile forces.

    摘要翻译: 一种特别用于采矿的岩石锚杆,具有轴向导管,锚固螺母和由锚固螺母支撑以便放置在岩石上的锚固板,其能够充分膨胀并具有足够的拉伸强度,以及 为了简化岩石挖掘件的分离,也可以进行切割。 这个问题的解决之处在于,轴向管道至少部分地,特别是完全由金属和塑料制成,并且由金属和塑料制成的轴向导管的至少一个部件用于承受张力。

    Setting method for anchoring a fastening element
    5.
    发明授权
    Setting method for anchoring a fastening element 有权
    固定紧固件的固定方法

    公开(公告)号:US07785041B2

    公开(公告)日:2010-08-31

    申请号:US12387306

    申请日:2009-04-29

    IPC分类号: E21D20/02

    CPC分类号: E21D20/025 F16B13/141

    摘要: A setting method of anchoring a fastening element (11; 41) in a constructional component (21) with a hardenable multi-component mass (31) includes drilling a borehole (22) in the constructional component (21) with a drill (36) until a borehole depth (T), which is at least by 5% greater than a necessary anchoring length (L) of the fastening element (21; 41), is reached; introducing the hardenable multicomponent mass (31) in the uncleaned borehole (22), inserting, in the borehole (22) the fastening element (11; 41) with its mixing section (13; 43) first, and power-driving the fastening element (11; 41) into the filled borehole (22) with a rotary driving tool, with intermixing of the hardenable multi-component mass (31) with drillings (23) remaining in the borehole (22), until the necessary anchoring length (L) of the fastening element (11; 41) is reached.

    摘要翻译: 将紧固元件(11; 41)固定在具有可硬化多组分块体(31)的结构部件(21)中的设置方法包括用钻头(36)钻出结构部件(21)中的钻孔(22) 直到达到比紧固元件(21; 41)的必要锚固长度(L)至少大5%的钻孔深度(T)); 在未清洁的钻孔(22)中引入可硬化的多组分块(31),首先在钻孔(22)中插入其混合部分(13; 43)的紧固元件(11; 41),并且将紧固元件 (11; 41)用旋转驱动工具进入填充钻孔(22),使可硬化的多组分块体(31)与残留在钻孔(22)中的钻孔(23)相互混合,直到必要的锚固长度(L )到达紧固元件(11; 41)。

    Setting method for anchoring a fastening element
    6.
    发明申请
    Setting method for anchoring a fastening element 有权
    固定紧固件的固定方法

    公开(公告)号:US20090290941A1

    公开(公告)日:2009-11-26

    申请号:US12387306

    申请日:2009-04-29

    IPC分类号: E21D20/00

    CPC分类号: E21D20/025 F16B13/141

    摘要: A setting method of anchoring a fastening element (11; 41) in a constructional component (21) with a hardenable multi-component mass (31) includes drilling a borehole (22) in the constructional component (21) with a drill (36) until a borehole depth (T), which is at least by 5% greater than a necessary anchoring length (L) of the fastening element (21; 41), is reached; introducing the hardenable multicomponent mass (31) in the uncleaned borehole (22), inserting, in the borehole (22) the fastening element (11; 41) with its mixing section (13; 43) first, and power-driving the fastening element (11; 41) into the filled borehole (22) with a rotary driving tool, with intermixing of the hardenable multi-component mass (31) with drillings (23) remaining in the borehole (22), until the necessary anchoring length (L) of the fastening element (11; 41) is reached.

    摘要翻译: 将紧固元件(11; 41)固定在具有可硬化多组分块体(31)的结构部件(21)中的设置方法包括用钻头(36)钻出结构部件(21)中的钻孔(22) 直到达到比紧固元件(21; 41)的必要锚固长度(L)至少大5%的钻孔深度(T)); 在未清洁的钻孔(22)中引入可硬化的多组分块(31),首先在钻孔(22)中插入其混合部分(13; 43)的紧固元件(11; 41),并且将紧固元件 (11; 41)用旋转驱动工具进入填充钻孔(22),使可硬化的多组分块体(31)与残留在钻孔(22)中的钻孔(23)相互混合,直到必要的锚固长度(L )到达紧固元件(11; 41)。

    Tensionable spiral bolt with resin nut and related method
    7.
    发明授权
    Tensionable spiral bolt with resin nut and related method 失效
    具有树脂螺母的可伸缩螺旋螺栓及相关方法

    公开(公告)号:US07481603B1

    公开(公告)日:2009-01-27

    申请号:US11539654

    申请日:2006-10-09

    申请人: William G. Fox

    发明人: William G. Fox

    IPC分类号: E21D20/00

    CPC分类号: E21D20/025 E21D21/008

    摘要: In one aspect of the invention, an apparatus and related methods for installation in a borehole formed in a face of a mine passage comprises an elongated bolt including a spiral shaft portion for positioning in the borehole. A hardened, stationary resin nut formed in only part of the borehole, preferably spaced from the distal end thereof, receives the spiral shaft portion of the bolt. Consequently, rotation of the spiral shaft portion within the hardened resin nut serves to move the bolt within the borehole, such as for purposes of tensioning.

    摘要翻译: 在本发明的一个方面,用于安装在矿井通道的表面上的钻孔中的装置和相关方法包括一个细长螺栓,其包括用于定位在钻孔中的螺旋轴部分。 仅在钻孔的一部分形成的硬化的固定树脂螺母优选地与其远端间隔开,接收螺栓的螺旋轴部分。 因此,螺旋轴部分在硬化树脂螺母内的旋转用于使钻孔内的螺栓移动,例如用于张紧的目的。

    Point anchor coated mine roof bolt
    8.
    发明授权
    Point anchor coated mine roof bolt 有权
    点锚涂层矿顶锚杆

    公开(公告)号:US07073982B2

    公开(公告)日:2006-07-11

    申请号:US11232163

    申请日:2005-09-21

    IPC分类号: E21D20/02

    摘要: A resin bonded mine roof bolt having an elongated rod with a drive head at one end and an expansion anchor threaded onto the other end. A segmented resin compression layer covers a portion of the rod below the expansion anchor. When installed in a mine roof bore hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole to minimize the amount of resin needed to anchor the bolt. Individual segments of the layer are tapered to create a wedging force on resin with the bore hole. The expansion anchor is expandable upon initial hardening of the resin to tension the bolt.

    摘要翻译: 一种树脂粘合的矿山屋顶螺栓,其具有在一端具有驱动头的细长杆和在另一端螺纹的膨胀锚。 分段树脂压缩层覆盖在膨胀锚下方的杆的一部分。 当安装在具有可固化树脂的矿井屋顶孔中时,树脂压缩层将树脂混合并部分填充钻孔,以最小化锚固螺栓所需的树脂量。 层的单个段是锥形的,以在具有钻孔的树脂上产生楔入力。 膨胀锚固件可以在初始硬化树脂时膨胀,以拉紧螺栓。

    Point anchor coated mine roof bolt

    公开(公告)号:US20060078391A1

    公开(公告)日:2006-04-13

    申请号:US11232163

    申请日:2005-09-21

    IPC分类号: E21D21/00

    摘要: A resin bonded mine roof bolt having an elongated rod with a drive head at one end and an expansion anchor threaded onto the other end. A segmented resin compression layer covers a portion of the rod below the expansion anchor. When installed in a mine roof bore hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole to minimize the amount of resin needed to anchor the bolt. Individual segments of the layer are tapered to create a wedging force on resin with the bore hole. The expansion anchor is expandable upon initial hardening of the resin to tension the bolt.

    Rock bolt anchor having concurrent chemical and mechanical anchoring means and method for using the same
    10.
    发明申请
    Rock bolt anchor having concurrent chemical and mechanical anchoring means and method for using the same 失效
    具有同时化学和机械锚固装置的岩石锚杆锚杆及其使用方法

    公开(公告)号:US20060013657A1

    公开(公告)日:2006-01-19

    申请号:US11028448

    申请日:2005-01-04

    申请人: Wilfred Morris

    发明人: Wilfred Morris

    IPC分类号: E21D20/00

    摘要: A rock bolt anchor having chemical and mechanical anchoring means includes a top portion permanently fixed to a bottom portion. The top portion carries a package of resin. A spring loaded mechanism pressurizes the package and squeezes the resin out when the package is lanced. The bottom portion main body carries a pair of opposed outer shells in a dove tail joint on opposed tapers. The annulus adjacent to the rock bolt anchor is sealed by top and bottom bulkheads. The bottom portion is threaded onto a rock bolt. A hollow and ported lance is threaded onto the exposed end of the rock bolt. The combination is inserted into a drilled hole and the rock bolt rotated. The lance rises and pierces the package releasing into the sealed annulus. Continued rotation of the rock bolt, forces the main body down and the outer shells up the tapers compressing them against the wall of the drilled hole.

    摘要翻译: 具有化学和机械锚固装置的岩石锚栓包括永久地固定到底部的顶部。 顶部装有树脂包装。 弹簧加载机构对包装进行加压,并在包装​​隆起时将树脂挤出。 底部主体在相对的锥体上的鸽尾尾部携带一对相对的外壳。 与岩石锚杆相邻的环形空间由顶部和底部舱壁密封。 底部螺纹连接到岩石螺栓上。 一个中空和移动的喷枪螺纹连接到岩石螺栓的暴露端。 将组合插入钻孔中,岩石螺栓旋转。 喷枪上升并刺穿包装释放到密封的环空中。 岩石螺栓的继续旋转迫使主体向下,外壳向上压缩,使其压缩在钻孔的壁上。