Method in the excavation of underground caverns in rock
    1.
    发明授权
    Method in the excavation of underground caverns in rock 失效
    岩石中地下洞穴开挖方法

    公开(公告)号:US4572707A

    公开(公告)日:1986-02-25

    申请号:US638465

    申请日:1984-07-24

    申请人: Ivar K. Sagefors

    发明人: Ivar K. Sagefors

    CPC分类号: E21D13/00 E21F16/00 E21F17/16

    摘要: The present invention relates to a method in the excavation of rock caverns, substantially cylindrical vertical caverns, for storing liquids or dry products, or for use in storing process units, in which method an upper and a lower circumferentially extending cavern (4, 11) is formed, the caverns (4, 11) having an outer diameter which is greater than the diameter of the ultimate rock cavern (1); in which the caverns (4, 11) are connected together by means of vertical holes (12) drilled in the region immediately outside the ultimate rock cavern (1), these vertical holes (12) serving to drain water from the aforementioned region, for the purpose of minimizing the extent to which water can penetrate the rock cavern (1). (FIG. 1).

    摘要翻译: PCT No.PCT / SE84 / 00001 Sec。 371日期1984年7月24日 102(e)日期1984年7月24日PCT提交1984年1月9日PCT公布。 公开号WO84 / 02741 日期:1984年7月19日。本发明涉及一种开挖岩洞,基本圆柱形垂直洞穴,用于储存液体或干燥产品的方法,或用于存储处理单元的方法,其中上下方向 形成延伸的洞穴(4,11),所述洞穴(4,11)的外径大于最终岩洞(1)的直径; 其中通过垂直孔(12)将洞穴(4,11)连接在一起,所述垂直孔(12)在最终岩洞(1)的紧邻外部的区域钻出,这些垂直孔(12)用于从上述区域排出水,用于 最小化水可以穿透岩洞(1)的程度的目的。 (图。1)。

    Method and apparatus for the filling of a slurry sump
    2.
    发明授权
    Method and apparatus for the filling of a slurry sump 失效
    用于填充浆料槽的方法和装置

    公开(公告)号:US4359298A

    公开(公告)日:1982-11-16

    申请号:US222838

    申请日:1981-01-06

    IPC分类号: B01D21/00 B65G53/30 E21F16/00

    摘要: A method for filling an elongated sump which has a plurality of diverter gates emptying into the sump is accomplished by dividing the sump into a plurality of adjacent zones along each side of the sump and adding slurry in each of the zones in sequential order in a direction related to the direction of movement of a dredge removing material from the sump. The sequencing automatically skips the zone where the dredge is removing material and empties it during that period of time in the sequence just previously emptied.

    摘要翻译: 用于填充具有排空到贮槽中的多个分流闸的细长贮槽的方法是通过将贮槽分成沿着贮槽的每一侧的多个相邻区域,并且沿着方向依次顺序地添加每个区域中的浆料 涉及从集水槽移除挖泥材料的运动方向。 排序会自动跳过挖泥船正在清除物料的区域,并在刚刚排空的序列中的那段时间内将其排空。

    Open gutter
    3.
    发明授权
    Open gutter 失效
    打开GUTTER

    公开(公告)号:US3620024A

    公开(公告)日:1971-11-16

    申请号:US3620024D

    申请日:1969-09-16

    申请人: SPRIBAG AG

    发明人: SENN GEORG

    CPC分类号: E21F16/00 E02B11/00 E21F16/02

    摘要: A NOVEL OPEN GUTTER OR DRAIN FOR DIVERTING LIUQIDS IS DISCLOSED, SAID GUTTER BEING CHARACTERIZED BY THE PROVISION OF A FOIL STRIP WHICH IS REGIDLY CONNECTED WITH AT LEAST ONE REINFORCING ELEMENT. THE FOIL STRIP IS DEFORMED ABOUT ITS LONGITUDINAL AXIS THUS BENDING THE REINFORCING ELEMENT, THE CROSS-SECTION OF THE GUTTER SO FORMED BEING ARCUATE IN SHAPE. THE NOVEL OPEN GUTTER IS SUCH THAT IT CAN EASILY BE DISPLACED IN ALL DIRECTIONS WITHOUT EFFECTING A CHANGE IN ITS CROSS-SECTIONAL CONFIGURATION.

    METHOD FOR CONSTRUCTING DAM INSIDE DUMP OF INNER-DUMP STRIP MINE

    公开(公告)号:US20220333486A1

    公开(公告)日:2022-10-20

    申请号:US17656423

    申请日:2022-03-25

    IPC分类号: E21F16/00 E02B7/02

    摘要: A method for constructing a dam inside a dump of an inner-dump strip mine includes: taking an upper surface connection line of a primary water-resisting layer as upper filling reference datum boundary of an artificial water-resisting layer; arranging a dam foundation pit and a trapezoidal abutment on a midline of the dam foundation pit; building and reinforcing a step-shaped retaining dam core wall on the artificial water-resisting layer; laying a foundation impervious layer, waterproof geotextile, and an earth blanket on one side, close to the primary aquifer, of the retaining dam core wall; strengthening advance of a dumping working face on one side, away from the primary aquifer, of the retaining dam core wall, and dumping overburden of a strip mine to form a support; filling a space between the earth blanket and the primary aquifer to form a blocker; and proceeding with construction and forming a continuous retaining dam.

    Method of using admixture of water-soluble polymers in latex form and
gypsum as seepage control agents
    8.
    发明授权
    Method of using admixture of water-soluble polymers in latex form and gypsum as seepage control agents 失效
    使用胶乳形式的水溶性聚合物和石膏作为渗流控制剂的方法

    公开(公告)号:US4300861A

    公开(公告)日:1981-11-17

    申请号:US161961

    申请日:1980-06-23

    申请人: Joseph F. Vartiak

    发明人: Joseph F. Vartiak

    CPC分类号: E21F16/00 C09K17/42 C09K8/502

    摘要: A method of sealing porous earthen surfaces which are in contact with ponded water which comprises treating the water in contact with such surfaces with the following composition:______________________________________ General Formula Ingredients % by Weight ______________________________________ CaSO.sub.4 50-80 Latex Polymer (10-40% 5-20 anionic water-soluble polymer) Water Balance ______________________________________ The invention is particularly adapted to sealing soil which is in contact with acid mine waters.

    摘要翻译: 一种密封与沉淀水接触的多孔土表面的方法,该方法包括用下述组成处理与这些表面接触的水: - 一般配方 - 重量%-CaSO 4 50-80 -Latex聚合物(10-40% 5-20 - 阴离子水溶性聚合物) - 水平衡 - 本发明特别适用于密封与酸性矿井接触的土壤。

    System and method for forming a cavity in a backfilled stope

    公开(公告)号:US10774644B2

    公开(公告)日:2020-09-15

    申请号:US16034698

    申请日:2018-07-13

    申请人: Sturda Inc.

    发明人: Robert Lamond

    摘要: A system for forming a cavity in a backfill mixture comprising granular material and water positioned in an at least partially excavated stope. The system includes a base and a drainage tube assembly in an extended condition thereof. The drainage tube assembly extends between a lower end secured to the base and an upper end positioned above an upper surface of the backfill mixture. The extended drainage tube assembly includes a tube portion thereof with a permeable material and defining the cavity therein into which the water from the backfill mixture is drainable, through the permeable material. The system also includes a drainage pipe, for permitting the water that has drained into the cavity of the extended drainage tube assembly to exit the stope.