Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

127results about "Shaft raising" patented technology

Apparatus and method for pilot-tube guided auger boring

An apparatus and method for trenchless, underground emplacement of man-sized product pipe between first and second shaft locations is disclosed. The apparatus comprises a pilot tube assembly having a pilot tube segment and a steering head mounted to the pilot tube segment. The steering head is configured to operatively guide the pilot tube assembly from the first shaft location to the second shaft location. The apparatus further comprises an intermediate sleeve assembly having an intermediate sleeve segment and an intermediate cutting head mountable to the pilot tube assembly and to the sleeve segment. The intermediate cutting head has a diameter substantially greater than the diameter of the pilot tube assembly and is configured to be operably guided by the pilot tube assembly. An enlarging assembly of the apparatus comprises a drive sleeve segment and an enlarging cutting head mounted to the intermediate sleeve assembly and to the drive sleeve segment. The enlarging cutting head has a diameter substantially larger than the diameter of the intermediate sleeve assembly and the drive sleeve segment. The enlarging cutting head and the drive sleeve segment are operably guidable by the intermediate sleeve assembly. A drive assembly successively advances the pilot tube assembly, the intermediate sleeve assembly, the trailing assembly, and product pipe from the first shaft location to the second shaft location.
Owner:EXACTGRADE UNDERGROUND INFRASTRUCTURE

Comprehensive shaft sinking method of positive and raising boring for vertical shaft

The invention discloses a comprehensive shaft sinking method of positive and raising boring for a vertical shaft, which comprises the following steps: drilling into a bedrock section by utilizing a vertical shaft drill machine, forming surface soil section well holes, discharging rock-debris-containing slurry produced during the well drilling process to the ground at high speed through air lifting; prefabricating sections of well walls on the ground; adding counter weight water in the drill well, slowly sinking the sections of well walls to the surface soil section well holes by utilizing buoyancy force of slurry to the well walls in the drill well, and sequentially welding the well walls to the surface soil section well holes; filling grout between the well walls and the rock sides on the outer sides of the well walls, filling cement paste in the lowest layer, then alternatively filling upwards the cement paste and rubbles layer by layer, and obtaining a surface soil section drill well; selecting a suitable raise-bore drilling machine according to practical requirements of the diameter and depth of a bed rock section shaft; lowering the raise-bore drilling machine and fixing the raise-bore drilling machine at the bottom of the surface soil section drill well; inversely expanding the holes by utilizing the raise-bore drilling machine to form bing-holes; and the diameter of the bing-holes is enlarged to preset shaft diameter. The comprehensive shaft sinking method of the positive and raising boring for the vertical shaft greatly improves well forming speed of shaft sinking and is safe, reliable and low in construction cost.
Owner:BEIJING CHINA COAL MINE ENG CO LTD

'|'-shaped free surface holing one-step well completion technology

The invention discloses a '|'-shaped free surface holing one-step well completion technology, which comprises the following steps: (1) confirming the holing way and arranging blasting holes, wherein holing holes and peripheral holes and assistant holes are formed in the position needed to complete the well at the end part of a mining roadway, the number of the holing holes is 8, and the total number of the peripheral holes and the assistant holes is 9; and the specific way is that four hollow holes are longitudinally formed in the center line at the end part in a '|'-shaped manner to be taken as a blasting initial free surface and compensation space, four explosive filling holes are formed in the periphery of the four hollow holes under a principle to the benefit of the forming of the groove cavity and not to mutually blast, and the nine peripheral holes and assistant holes are formed in the periphery of the groove cavity; (2) drilling; (3) filling explosive; and (4) blasting. The technology can reduce the lose of the ore, improves the ore recovery rate, can also guarantee the blasting quality, reduces the construction number of the blasting holes, reduces the groove-pulling blasting times, reduces the explosive consumption, relieves the labor intensity of the blaster, improves the safety performance, reduces the manufacturing cost, and meanwhile can also be directly used for constructing vertical wells.
Owner:安徽马钢矿业资源集团姑山矿业有限公司 +1

Excavation deviation processing method of raise-boring machine for deep vertical shaft

The invention discloses an excavation deviation processing method of a raise-boring machine for a deep vertical shaft. The method includes the steps that the position of a pilot hole tail end drill is determined according to the drill stem deviation angle, the vertical shaft height and other parameters, and a mucking pilot shaft and a muck discharging channel are formed through expanding excavation; then, after the mucking pilot shaft is formed, the vertical shaft is excavated in a drilling and blasting mode, and when the mucking pilot shaft deviates and loses the mucking function or mucking is unsmooth, expanding excavation is performed on the part between the vertical shaft and the mucking pilot shaft so that the mucking pilot shaft can perform mucking effectively and smoothly; after exaction is completed, the deviation expanding excavation part is backfilled so that the verticality of the vertical shaft can be guaranteed and the requirement of pressure steel pipe installation for the verticality of the vertical shaft can be met. According to the method, under the condition that a pilot hole deviates, it is guaranteed that the mucking pilot shaft performs mucking effectively, and the verticality of the vertical shaft is also guaranteed; in pressure vertical shaft or surge shaft construction in water conservancy and hydropower engineering, the method has the advantages of reducing repeated drilling extraction of a pilot hole, shortening the construction period and improving the strength of a backfilled region behind a pressure steel pipe at the bottom of a pressure vertical shaft, and therefore the method can be widely applied to small-diameter deep vertical shaft or inclined shaft construction with a short construction period.
Owner:SINOHYDRO BUREAU 7 CO LTD

Bore hole sleeve reaming apparatus and method

InactiveUS20080296066A1Reduce frictionExcessive tensile strainEarth drilling toolsDrill bitsEngineeringDrill hole
A bore hole sleeve reaming apparatus which is characterized by one or more subterranean bore clearing devices or sleeves for use with one or more clearing or bursting heads attached to a pull rod or cable and a pulling apparatus. One or more tapered sleeves are attached in spaced-apart relationship to a string of tandem-mounted plastic pipe when the clearing or bursting head or heads are attached to the pipe string to be pulled through the bore hole. The tapered sleeves are designed to straighten bore irregularities and clean, smooth and free the bore hole from collapsing earth, roots and/or rock and broken pipe and facilitate pulling the pipe string through the bore hole with minimum friction on the pipe string. The clearing sleeve elements are sequentially pulled through the bore hole with the clearing or bursting head(s) and pipe string from an entry pit using a pull rod or cable and a pulling apparatus is seated in a corresponding exit pit spaced from the entry pit and receives the opposite end of the pull rod or cable. A method for clearing and cleaning a subterranean pilot bore or tunnel, which includes the steps of placing one or more clearing or bursting heads in an entry pit; connecting the clearing or bursting head(s) to a pulling apparatus using a rod or cable; connecting a string of typically plastic pipe to the clearing or bursting head(s); mounting at least one tapered clearing sleeve on the pipe string; and operating the pulling apparatus to pull the clearing or bursting head(s), pipe string and clearing sleeve or sleeves through the pilot bore, pipe or tunnel and clean, smooth and free the resulting bore from collapsing earth and other debris.
Owner:PUTNAM SAMUEL W
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products