12results about "Shaft equipment" patented technology

The application provides a tankway joint width detection vehicle and a detection method. The tankway joint width detection vehicle comprises a vehicle frame and a data processing control unit. One side of the vehicle frame is provided with wheels, a signal emitting head A and a signal receiving head A. The signal emitting head A and the signal receiving head A are arranged along the traveling direction of the vehicle frame. Straight line signals emitted by the signal emitting head A can be reflected to the receiving end of the signal receiving head A through the side wall of the tankway. The signal emitting head A is signal connected with the signal output port of the data processing control unit, and the signal receiving head A is signal connected with the signal input port of the data processing control unit. According to the application, the data processing control unit automatically reads the time interval of signal disconnection of the signal receiving head and calculates the joint width H. The joint width H is rapidly detected, the detection efficiency is improved, the workload and the data volume are small, and the manpower and equipment cost are saved.

A rack-and-gear type well sinking platform system for ultra-deep vertical shafts and its usage method are disclosed. The system comprises: a rack-and-gear mechanism including a strip support plate and racks mounted on the strip support plate; a gear climbing mechanism installed at the edge of the climbing support plate, including a connecting frame and a drive device; the connecting frame is mounted on the climbing support plate via a connecting assembly; the drive device is mounted on the connecting frame, and its output end is equipped with a drive gear; the drive gear meshes with the racks; and a support shoe stabilizing mechanism installed at the edge of the support shoe, including an inner guide support assembly and an outer support shoe stabilizing assembly, the outer support shoe stabilizing assembly including a support shoe cylinder and a stabilizing support shoe. The method utilizes the gear climbing mechanism and the support shoe stabilizing mechanism to fix the well sinking platform's position within the well wall; the gear climbing mechanism drives the entire well sinking platform to move up and down within the well wall. This invention enables the well sinking platform to autonomously and continuously rise and fall and be fixed at any position within the well, meeting the construction requirements of ultra-deep vertical shafts.

The utility model discloses a vertical shaft operation anti -falling buffer protection structure relates to vertical shaft anti -falling technical field, the utility model discloses a mounting ring, first arc plate, the quantity is multiple, and multiple first arc plate is in annular array distribution and is installed in the bottom of mounting ring, first adjusting assembly, first adjusting assembly is installed in the bottom end of mounting ring, and it is used to drive multiple first arc plate to gather or separate and open, the utility model discloses a first arc plate and first adjusting assembly fast positioning form rigid intercepting surface, and the overall position of fixing device, and second arc plate cooperation guard board and buffer component, and the falling impact is converted into elastic potential energy and is gradually attenuated, and the structural peak load is reduced significantly, and the protectivity of this device is greatly improved, and this device is installed in the vertical shaft of different diameters, need not cutting welding to adapt to different well diameter and lining error, and the dismounting is efficient, and is repeatedly used, and the construction efficiency is greatly improved.

This utility model discloses a rockburst protection system for vertical shaft construction, including a hoisting device and a protective device, with the protective device installed inside the vertical shaft. The protective device includes a vertically arranged protective cylinder and a protective cover. The protective cylinder is made of metal. At least two guide grooves are provided circumferentially on the inner wall of the protective cylinder, with the guide grooves positioned along the height of the protective cylinder. Both the protective cylinder and the protective cover are cylindrical structures with openings at both ends, with the upper end of the protective cover positioned inside the protective cylinder. At least two sliders are provided circumferentially on the outer wall of the protective cover, with the sliders positioned along the height of the protective cover and their positions matching the guide grooves. The sliders and guide grooves are slidably connected. The output end of the hoisting device is fixedly connected to the protective cylinder, and the bottom of the protective cover is fixed to the working surface inside the vertical shaft. Driven by the hoisting device, the protective cylinder moves up and down relative to the protective cover. This utility model's protection system solves the technical problem of blind spots in existing protective methods.

The application discloses a kind of exhaust shaft excavation support and ventilation dust removal integrated construction method, it is related to pumped storage power station engineering construction technical field, the method includes construction preparation and scheme design, side slope pretreatment and passive protection, layered excavation and synchronous ventilation dust removal, synchronous support construction and dust control, monitoring and dynamic adjustment, process acceptance and finishing step, by configuring intelligent sensing monitoring terminal and with ventilation dust removal system, construction equipment control system linkage, realize excavation, support, ventilation dust removal Collaborative work and intelligent control.The application solves the problems of traditional construction process separation, serious dust pollution, insufficient side slope stability and other problems, has the characteristics of short construction period, high safety factor, good dust control effect, good engineering quality, and realizes digital management of the whole construction process, can provide technical reference for similar projects, applicable to pumped storage power station exhaust shaft and other underground engineering construction.

The application discloses a long-distance small-diameter shield tunneling measurement method and relates to the shield tunneling field, which comprises the following steps: carrying out the re-measurement of the original control point and the encryption control point plane control network and the elevation control network outside the hole, and establishing a hole outside measurement datum; based on the hole outside measurement datum, arranging the control points around the working well, and performing periodic re-measurement, wherein the working well comprises a starting well L3 and a receiving well L2; using the multi-medium coordinate transfer to complete the contact measurement between the well and the underground, introducing the ground measurement datum into the underground, and then introducing the elevation control point near the well mouth into the working well by using the inverted scale method. The application effectively solves the receiving deviation problem of the long-distance small-diameter shield curve segment caused by error accumulation through the whole process layered measurement steps of the hole outside datum establishment, the periodic re-measurement of the working well control point, the contact measurement between the well and the underground, the whole hole closed traverse measurement and the post-penetration traverse rechecking, and the high-precision penetration of the >=2km long-distance tunneling is ensured.

A multi-functional platform for lifting vertical shaft slag removal equipment includes multiple horizontal beams and longitudinal beams. The horizontal and longitudinal beams are welded perpendicularly to each other to form a "well"-shaped frame. Each horizontal and longitudinal beam has legs welded to both ends, forming slag discharge openings between adjacent legs. Lifting lugs are symmetrically welded to the outer sides of each horizontal beam. Each longitudinal beam has a platform pin connection port on its top surface, and a corresponding equipment pin connection port is welded to the wheel frame on the side of the slag removal equipment. The platform pin connection port and the equipment pin connection port are connected by a "["-shaped connecting pin, with a fixing nut assembly at the end of the connecting pin. This multi-functional platform for lifting vertical shaft slag removal equipment addresses the shortcomings of existing platforms in terms of structural adaptability, ease of operation, operational safety, and slag discharge efficiency. It allows for quick connection, full-section coverage, simplified processes, and combines safe and efficient slag discharge.

The application discloses a well shaft surface soil layer and weathered bedrock section rooting wall seat, which comprises a plurality of transverse support rings, the transverse support rings are connected in a head-to-tail mode to form a cylindrical well shaft structure, and baffles are movably arranged on the transverse support rings; a passive reinforcing mechanism is arranged between two transverse support rings; when the transverse support rings are extruded by the baffles under external pressure, the passive reinforcing mechanism is triggered to secondarily connect the transverse support rings connected in a head-to-tail mode, so that the plurality of transverse support rings are connected as a whole. The well shaft surface soil layer and weathered bedrock section rooting wall seat provided by the application can cause local concrete arching when the concrete of the inner wall of the vertical shaft collapses, and the arched concrete can extrude the baffles; when the transverse support rings are extruded by the baffles under external pressure, the passive reinforcing mechanism is triggered to secondarily connect the transverse support rings connected in a head-to-tail mode, so that the plurality of transverse support rings are connected as a whole, thereby improving the supporting strength.

The utility model relates to the technical field of derrick, specifically disclose a vertical shaft construction is with derrick, including first support, first support includes main truss, deputy truss, support leg and drive part, main truss is parallel with deputy truss and sliding connection, be provided with the suspension car on the main truss, the bottom of main truss and deputy truss all are connected with the walking wheel group through a support leg, drive part sets up on main truss and is used for driving deputy truss to slide on main truss. The structure of main truss and deputy truss is same, and the main truss is connected in order to present regular polygon by several side plate frames first, one end of side plate frame is provided with T -shaped groove, the other end of side plate frame is provided with T -shaped head, the T -shaped head of side plate frame and the T -shaped groove of next side plate frame are inlay, the T -shaped groove of side plate frame and the T -shaped head of last side plate frame are inlay, it has solved the problem that the existing derrick mostly is one well one frame, cannot adjust according to the vertical shaft size and actual use scene, simultaneously the existing derrick cannot better fold and lead to transportation and assembly are not convenient enough etc.