60results about How to "Reduce sinkage" patented technology

The embodiment of the invention provides an anti-settling device, a verification method and device thereof and a device for preventing sedimentation of a well, and belongs to the field of well drilling. The anti-settling device is arranged in a well opening area of the well during well drilling and used for preventing sedimentation of the well. The anti-settling device includes an anti-settling base and a connection locking device, an opening corresponding to the well opening is formed in the center of the anti-settling base, and the anti-settling base is distributed in the well opening area during well drilling. The connection locking device is arranged on the opening and used for connecting and locking a sleeve arranged in the well with the anti-settling base. The device for preventing sedimentation of the well includes the anti-settling base and the verification method used for the anti-settling base. The anti-settling device, the verification method and device thereof and the device for preventing sedimentation of the well can achieve reduction of pressure intensity of various well drilling devices on the well opening and a tundra under the well opening and further decrease thesedimentation amount of the well to achieve stable well drilling.

Provided is a method for constructing a matrix foundation using hollow blocks comprising the steps of: leveling the ground to be reinforced; arranging a plurality of hollow blocks adjacent to each other, so that one side of the hollow blocks come into contact with the leveled ground, the hollow blocks having closed side walls dividing the central space which penetrates from one side to the other side thereof; and filling the central space with filler material comprising crushed rock and / or sandy soil. The present invention allows the ground with inadequate bearing capacity for supporting above-ground structure to support same by reinforcing the ground without having to construct a deep foundation, such as a stake.

The invention provides a self-linking type double-carrier roller weighing device. The self-linking type double-carrier roller weighing device is characterized by comprising a rectangular framework formed by connecting two parallel carrier rollers (7) and two parallel connecting plates (1), two small shafts (9) which are installed on the middle portions of the two connecting plates respectively, and two small shaft fixing seats (3) which are arranged on the outer sides of the two connecting plates respectively; the two small shaft fixing seats are connected with a weighing sensor (2) respectively. The self-linking type double-carrier roller weighing device is simple, light and compact in structure and high in weighing accuracy on the conditions that the mounting dimension of an original single-carrier roller weighing unit is not changed and the number of sensors is not changed.

The invention discloses a construction method for a soft surrounding rock section of a large-span tunnel portal. The construction method comprises the following steps of: excavating an arc-shaped pilot tunnel on the top of a tunnel section; performing initial support in time after the excavation process is finished and performing temporary support at the same time; excavating upper pilot tunnels on the left side wall and the right side wall at the same time; performing initial support in time after the excavation process is finished and performing temporary support on the core soil side walls at the same time; excavating lower pilot tunnels on the left side wall and the right side wall at the same time, wherein the depth of circulation drilling for each time is 0.5 m; performing initial support in time after the excavation process is finished and performing temporary support on the lower parts of the core soil side walls at the same time; performing large core soil excavation; reserving core soil steps; installing inverted arch steel frames and injecting C25 concrete in time, so that the initial support of the whole tunnel forms a closed ring as soon as possible; and dismantling the temporary support. By the top arc side wall pilot tunnel construction method, vault subsidence can be favorably controlled; and the method is applicable to tunneling excavation construction for strongly differentiating a surrounding rock portal when the tunnel portal is under the protection of a large pipe roof section.

The invention discloses a coal mining and filling integrated method for a coal mine. The method comprises the following steps: (1) digging out an air returning and filling pipeline lane, a boundary air lane and a transportation and air intaking lane of a mining region on a working surface of the mining region; (2) mining coal with a narrow strip channel in the working surface of the mining region, in which a ventilating system is formed, after coal mining in each narrow strip channel is finished, communicating the transportation and air intaking lane of the mining region with the air returning and filling pipeline lane of the mining region through narrow strip channels; (3) transporting coal mine cementing filling material slurry into a narrow strip channel excavating region formed after the coal mining in the narrow strip channels is finished for filling; and (4) mining the coal in the narrow strip channels while filling the narrow strip channel excavating region. The mechanical cementing, filling and milling method for the coal mining, disclosed by the invention, is beneficial to sufficiently developing underground coal resources, protecting the ecological environment and ground vegetation, releasing a large number of dull coal and prolonging the service life of a mine, and has remarkable economic benefits and social benefits.