INCLINED LAYERED SOLID-FILLING MINING METHOD IN ULTRATHICK COAL LAYER
    2.
    发明申请
    INCLINED LAYERED SOLID-FILLING MINING METHOD IN ULTRATHICK COAL LAYER 有权
    在ULTRATHICK煤层中采用层叠式固体填充采矿方法

    公开(公告)号:US20160102553A1

    公开(公告)日:2016-04-14

    申请号:US14891288

    申请日:2014-01-22

    IPC分类号: E21F15/02 E21C41/16

    摘要: An inclined layered solid-filling mining method in an ultrathick coal layer is applicable to exploitation in a “three-unders” ultrathick coal layer. In this method, the number of inclined layers is determined based on a principle of layered thickness from 2.5 m to 4.5 m, and a layered-exploitation downward-filling exploitation order is adopted. Tunnels and equipment are arranged according to a conventional solid-filling mining method. A cyclic order of mining, layout of metal meshes (14) and bamboo fences (24), and filling is adopted, so as to accomplish filling and exploitation of a first mining face and a first layer (21). Meanwhile, 4 months after the working face of this layer is finished, at a corresponding position in a second layer (22), under the cover of an artificial ceiling formed by the first layer (21), exploitation is performed by using the same filling mining method; such a cycle is repeated, and exploitation in a current layer is performed under the cover of an artificial ceiling fabricated by an upper layer, until the entire ultrathick coal layer is finished. When this method is adopted to exploit “three-unders” ultrathick coal layer resources, strata movement and earth surface subsidence may be effectively controlled; the method has a high extraction rate, high production efficiency, and low cost.

    摘要翻译: 超薄煤层倾斜层状固体填充开采方法适用于“三低”超薄煤层的开采。 在该方法中,倾斜层的数量根据层叠厚度为2.5μm〜4.5μm的原理确定,采用层叠剥离向下填充开采顺序。 隧道和设备根据常规的固体填充开采方法进行排列。 采用循环采矿顺序,金属网格(14)和竹栅栏布置(24),填充,完成第一采矿面和第一层的灌装开采(21)。 同时,在该层的工作面完成4个月后,在第二层(22)的相应位置,在由第一层(21)形成的人造天花板的盖下,利用相同的填充物 采矿方法; 重复这样一个循环,并且在由上层制造的人造天花板的盖子下进行当前层的开采,直到整个超薄煤层完成。 采用这种方法开发“三低”超薄煤层资源时,可以有效控制地层运动和地表沉降; 该方法提取率高,生产效率高,成本低。

    METHOD FOR RECOVERING ROOM-TYPE COAL PILLARS BY CEMENTED FILLING OF RESERVED ROADWAYS

    公开(公告)号:US20210355826A1

    公开(公告)日:2021-11-18

    申请号:US16613926

    申请日:2018-09-20

    IPC分类号: E21C41/18 E21F15/00

    摘要: Provided is a method for recovering room-type coal pillars by cemented filling of reserved roadways, which is especially suitable for safe and efficient recovery of left coal pillars in room-type mining faces in mining areas where the ecological system is fragile, such as in western China. In the method, by constructing reserved roadways in two adjacent rows of room-type goafs, excavating coal pillar roadways in room-type coal pillars, and finally interconnecting the reserved roadways with the coal pillar roadways to form a U-shaped working face, room-type left coal pillars are recovered. Thus, not only the workload of roadway excavation is reduced, but also the recovery ratio of the coal resources is maximized. The method provides a novel technical model for the recovery of room-type left coal pillars in mining areas, such as in western China.

    METHOD FOR DETERMINING INTERNAL STRESS OF SOLID-CUT-AND-FILL MATERIAL

    公开(公告)号:US20200241169A1

    公开(公告)日:2020-07-30

    申请号:US16756819

    申请日:2019-04-18

    IPC分类号: G01V99/00 G06F30/20

    摘要: The present invention discloses a method for determining internal stress of a solid filling material, comprising the following steps: step 1) acquiring stress data of the solid filling material, and fitting the stress-strain relationship of the solid filling material; step 2) calculating surface subsidence in the solid filling area on the basis of an equivalent mining height theory with a probability integration method; step 3) calculating the expansion height of fractured zones in the area under a solid-backfill coal mining condition; step 4) calculating the strain in the solid filling material at a distance L from the rear of the stope by combing with step 2) and step 3); step 5) calculating internal stress in the solid filling material at distance L from the rear of the working face. The present invention attains the following beneficial effects: the present invention provides a method for calculating the stress in filling mass for solid-backfill coal mining. The method is simple and practical, and is of great significance for reckoning the distribution of the stress in the surrounding rock for solid backfill mining, guiding the backfill mining support design, and enriching the backfill mining pressure theory system.

    Process method for withdrawing and recovering mechanical constant-resistance single prop

    公开(公告)号:US10352167B2

    公开(公告)日:2019-07-16

    申请号:US16084971

    申请日:2016-12-01

    IPC分类号: F16M11/00 E21D15/60 E21D15/20

    摘要: The present invention discloses a process method for withdrawing and recovering a mechanical constant-resistance single prop, specific steps involving: detecting a working resistance and a degree of deformation of a mechanical constant-resistance single prop, releasing lug clamp bolts of a recoverable base, knocking a lower portion of a cylinder body of the mechanical constant-resistance single prop to disengage the mechanical constant-resistance single prop from the recoverable base, and dismantling the mechanical constant-resistance single prop. Parts are classified and recovered based on degree of deformation thereof. By means of the foregoing method, a process of withdrawing and recovering a mechanical constant-resistance single prop is standardized, simple and fast disengagement of the mechanical constant-resistance single prop is achieved, and parts that can still be used can be sufficiently recovered and reused, thereby achieving the objectives of saving energy and reducing costs.

    Method for recovering room-type coal pillars by cemented filling of reserved roadways

    公开(公告)号:US11339658B2

    公开(公告)日:2022-05-24

    申请号:US16613926

    申请日:2018-09-20

    IPC分类号: E21C41/16 E21C41/18 E21F15/00

    摘要: Provided is a method for recovering room-type coal pillars by cemented filling of reserved roadways, which is especially suitable for safe and efficient recovery of left coal pillars in room-type mining faces in mining areas where the ecological system is fragile, such as in western China. In the method, by constructing reserved roadways in two adjacent rows of room-type goafs, excavating coal pillar roadways in room-type coal pillars, and finally interconnecting the reserved roadways with the coal pillar roadways to form a U-shaped working face, room-type left coal pillars are recovered. Thus, not only the workload of roadway excavation is reduced, but also the recovery ratio of the coal resources is maximized. The method provides a novel technical model for the recovery of room-type left coal pillars in mining areas, such as in western China.

    Internally injected replacement support room-type coal pillar recovery method

    公开(公告)号:US11313226B2

    公开(公告)日:2022-04-26

    申请号:US16603832

    申请日:2019-02-22

    摘要: An internally injected replacement support room-type coal pillar recovery method is provided. During the recovery, the room-type coal pillars with an aspect ratio greater than 0.6 are divided into two parts: reserved coal pillars and pre-mined coal pillars. After the mining of the pre-mined coal pillars, a cemented filling material is injected into a goaf surrounded by the reserved coal pillars, and is stabilized to replace the coal pillars for support, and the reserved coal pillars are recovered. A mechanical model of the reserved coal pillars in a support overburden stage is established based on the Winkler beam theory, to obtain displacement and stress conditions of a roof of the reserved coal pillar in a support stage. A theoretical reserve-width of the reserved coal pillars is obtained according to a first strength theory of the roof and a criterion of ultimate strength of the reserved coal pillars.

    Mechanical rocker arm-type vertical feeding cushioning device

    公开(公告)号:US09938083B2

    公开(公告)日:2018-04-10

    申请号:US14917817

    申请日:2015-04-21

    摘要: A mechanical rocker-arm type vertical feeding cushioning device, consisting of two identical cushioning units and a box body (7). The two cushioning units are respectively arranged with a certain height difference on the inner side of the box body (7). Each cushioning unit consists of a cushioning mechanism and a fixing hinge mechanism. The cushioning mechanism is composed of a cushioning plate (1), a spring (5) and a balance weight (6). The fixing hinge mechanism is composed of a hinge plate (2), a right angle circular rod (3) and an elastic limiting device (4). The cushioning plate (1) is fixed to the hinge plate (2) via connection holes and using bolts. The hinge plate (2) is welded to the right angle circular rod (3). The elastic limiting device (4) consists of two elastic limiting plates and a hollow iron ring in a welded manner. The right angle circular rod (3) is connected to the elastic limiting device (4) in a sleeved manner via the hollow iron ring of the elastic limiting device (4). An upper end of the spring (5) is connected to the right angle circular rod (3), and the balance weight (6) is suspended at a lower end of the spring (5). Material is fed to the cushioning plates via a feeding pipe, and falls down after being cushioned twice by the cushioning plates (1). The cushioning device repeatedly cushions and recovers under the joint effect of the cushioning plates (1) and the cushioning balances (6).