191results about "Shaft sinking" patented technology

The utility model discloses a circular working well main body structure which comprises a cylindrical hollow side wall, a top plate located at the top is arranged at the upper end of the side wall, a bottom plate located at the bottom is arranged at the lower end of the side wall, #-shaped crossed internal partition walls are arranged in the internal space of the side wall, and the internal partition walls divide the internal space. And four shield launching and receiving holes are reserved in the lining wall on the inner side of the side wall. According to the utility model, the inverted circular lining wall and the enclosure structure form a superposed side wall, the support rigidity of an internal #-shaped crossed longitudinal and transverse beam (wall) system is large, and structural members are permanently and temporarily combined, so that the stability of the multi-hole structure of the ultra-deep circular working well is enhanced, and the formation deformation is effectively controlled. The longitudinal and transverse beam (wall) system is reasonable in space layout, plate span is reduced, a self-balancing space stress system is formed, the thickness of the top plate and the thickness of the bottom plate are small under the condition of large burial depth, the plate face is flat, arching is not needed, construction is convenient, and space utilization is reasonable.

The embodiment of the invention provides a large vertical shaft and a construction method thereof, and belongs to the technical field of underground constructions.The vertical shaft comprises a shaft body formed by splicing a plurality of segments; the top ring beam is annular and is arranged on the outer side surface of the top of the shaft; the uplift piles are arranged below the top ring beam in the depth direction of the vertical shaft and located on the outer side of the shaft; the bottom end of the uplift pile is lower than the bottom end of the shaft and is integrally connected with the bottom end of the shaft in a pouring mode. The top ends of the uplift piles are fixedly connected with the top ring beam; the horizontal distance between the uplift pile and the outer side face of the shaft is smaller than or equal to the pile diameter of the uplift pile. According to the large vertical shaft and the construction method thereof, the uplift piles, the top ring beam fixed to the stratum and the shaft are fixedly connected into the integrated structure, buoyancy caused by underground water on the periphery of the deep vertical shaft can be resisted, and the large vertical shaft and the construction method thereof can be suitable for building the ultra-large and ultra-deep vertical shaft with the diameter being 16 m or above and the depth being 50 m or above.

This application provides a large vertical shaft and its construction method, belonging to the field of underground construction technology. The shaft includes: a shaft cylinder composed of multiple ring segments; a ring-shaped top beam located on the outer side of the top of the shaft cylinder; and tension piles positioned below the top ring beam and outside the shaft cylinder along the shaft's depth direction. The bottom of the tension piles is lower than the bottom of the shaft cylinder and is cast integrally with it. The top of the tension piles is fixedly connected to the top ring beam. The horizontal distance between the tension piles and the outer side of the shaft cylinder is less than or equal to the pile diameter. The large vertical shaft and its construction method provided in this application integrate the tension piles, the top ring beam fixed to the ground, and the shaft cylinder into a single structure, capable of resisting the buoyancy caused by groundwater surrounding a deep shaft. This method is suitable for constructing ultra-large and ultra-deep vertical shafts with diameters exceeding 16 meters and depths exceeding 50 meters.

The invention discloses a vertical shaft and inclined shaft non-blasting excavation construction method and a working platform. A guide shaft space is constructed through mutual cooperation of a forward drilling machine and a raise boring machine; measuring and setting out the section, determining the construction footage, and generating drilling coordinates according to the geometrical relationship between the pilot well space and the tunnel face; according to a preset rule, splitting hole sites of a staggered hole net are arranged on the outer edge and the interior of the section; according to the drilling coordinates and the splitting hole positions, splitting the rock mass through a splitting rod according to preset parameters; collecting and obtaining hole periphery convergence data in real time, and correcting the construction footage according to the data feedback; collecting the slag charge of the tunnel face to a guide well mouth through mechanical slagging-off operation, and sliding the slag through the guide well; and carrying out primary support and updating support parameters in real time, and entering the next cycle footage after updating is completed. The requirements for low disturbance, early supporting, high safety and high efficiency can be met, adaptation to complex working conditions is achieved through unmanned and remote centralized control, and therefore the construction requirements under the complex working conditions are met.

The invention discloses a drill rod tension type vertical shaft tunneling process which comprises the following steps: constructing a pilot shaft into a stratum by utilizing a raise boring machine, constructing a starting shaft, sequentially hoisting a tunneling machine and a hanging scaffold system into the starting shaft by utilizing hoisting equipment, and driving a tension drill rod to sequentially penetrate through the hanging scaffold system and the tunneling machine by utilizing the raise boring machine, and the tunneling machine continues to be lowered into the lower horizontal roadway and is fixed through the drill rod tensioning device, the tunneling machine starts to conduct tunneling circulating operation downwards along the tension drill rod through the stepping mechanism, and the hanging scaffold system conducts well wall supporting circulating operation downwards along the tension drill rod through the stepping mechanism till the tunneling machine conducts tunneling to the lower horizontal roadway. The tension drill rod serves as a main fixing structure and can bear the weight of the heading machine, the rock breaking positive pressure and the weight of the hanging scaffold, and the heading effect is supported not to be affected and limited by the stratum; the tension drill rod provides guidance, and the tunneling machine is guided on a correct tunneling path in real time, so that the construction efficiency and the tunneling well completion quality are improved.

The invention relates to a vertical shaft tunneling and supporting integrated trolley which comprises a barrel-shaped frame body which moves up and down along a vertical shaft. The crushing and slagging-off arm support system comprises a slagging-off crushing device, and the slagging-off crushing device is used for slagging-off and / or crushing and trimming operation; the crushing and slagging-off arm frame system slides along the axis direction of the cylindrical frame body; the rock drilling arm frame system comprises at least two sets of first rock drilling arm frames, the first rock drilling arm frames have a folded state in which the first rock drilling arm frames are attached to the inner wall of the cylindrical frame body and an unfolded state in which the first rock drilling arm frames face the vertical shaft tunnel face to conduct rock drilling operation, and when the rock drilling arm frame system is in the folded state, the rock drilling arm frame system is arranged in the cylindrical frame body. The vertical shaft tunneling and supporting integrated trolley provided by the invention can realize whole-process operation of vertical shaft expanding excavation drilling, slagging-off and supporting operation.

The application discloses a shaft tunneling machine and a construction method thereof. The shaft tunneling machine comprises a tunneling host connected with a ring supporting shoe device through a stepping device, the ring supporting shoe device is connected with the tunneling host through a supporting shield body, the supporting shield body is connected with a fixed part of a ring rotary drive of the tunneling host through an extension device, a rotary part of the ring rotary drive is connected with an oscillatable cutting device, the cutting device is used for excavation, different diameters of excavation can be realized by controlling oscillation of the cutting device and extension stroke of the ring supporting shoe device, and the reconstruction of the tunneling host can be completed by replacing the supporting shield body when the diameter is changed. The stepping device is arranged between the ring supporting shoe device and the supporting shield body, and the extension device is arranged between the supporting shield body and the tunneling host, so that the extension stroke of the cutting device can be effectively enlarged, frequent descending of the whole shaft tunneling machine is avoided, the tunneling efficiency is improved, and the disturbance of frequent stepping to the soil body of a hole wall is effectively reduced.

The application discloses a vertical shaft rapid excavation equipment, which comprises a base body, a deep pit groove is formed in the top of the base body, a base and a second ring beam are arranged in the deep pit groove, a fixing assembly for positioning the second ring beam is arranged on the top of the base, a positioning frame is fixedly connected to the circumferential inner wall of the second ring beam, a moving groove is formed in one side of the positioning frame, a sliding column is fixedly connected to the bottom inner wall of the moving groove, and a moving block is sleeved with the circumferential outer wall of the sliding column. In the application, the drill bit can be driven to rotate together with the horizontal plate during the circumferential movement of the horizontal plate, the drilling depth and position of the drill bit can be adjusted by starting the hydraulic rod during the drilling of the drill bit, the drilling area of the drill bit is enlarged, the drilling demand of people on the vertical shaft is met, the whole drilling process does not need manual work to go deep into the bottom of the vertical shaft, the safety of the whole equipment is further improved, and the drilling efficiency on the vertical shaft is improved.

The invention discloses a vertical shaft cantilever type partial section tunneling system which comprises a working platform and further comprises an excavating and loading main body structure arranged at the lower end of the working platform. The plurality of horizontal conveyors are uniformly distributed on the working surface of the shaft bottom of the vertical shaft; the multiple sets of excavating equipment are arranged on the excavating and loading main body structure and are arranged between every two adjacent horizontal conveyors at intervals; the vertical conveying device is arranged on the working platform, a plurality of horizontal conveyors are arranged, excavating equipment is arranged between every two adjacent horizontal conveyors, the working face of the bottom of the vertical shaft can be evenly divided into a plurality of working areas, and therefore the crushing and tunneling speed of a rock stratum is multiplied. The crushing and tunneling efficiency is improved, meanwhile, the equipment cost can be reduced, and the device is suitable for different section geological conditions, more flexible to use and easy to maintain.

The application relates to the technical field of shaft tunneling machines, in particular to a shaft tunneling machine posture determination system and a posture determination method, which comprises a computer, a plumb instrument assembly, a support platform and a posture acquisition module, wherein: the posture acquisition module is arranged on a load platform at the top of the shaft tunneling machine and comprises a gyroscope, a two-axis inclinometer, a control box and a camera; the support platform is multilayered and arranged above the load platform; the computer is arranged on the upper support platform and is in communication connection with the control box; the plumb instrument assembly is arranged on the inner wall of the shaft and irradiates on the load platform through the measuring channels of the multilayer support platform. The application adopts the combined mode of the plumb instrument, the camera, the two-axis inclinometer and the gyroscope, calculates the posture of the shaft tunneling machine, eliminates the influence of the horizontal deviation value caused by the self-rotation angle of the shaft tunneling machine, and can accurately calculate the horizontal deviation posture of the shaft tunneling machine.

The application discloses a kind of residue storage systems and working method thereof, belong to tunnel construction equipment technical field, to solve the problem of powdery slag into fan in the existing slagging process, the residue storage system includes residue storage device (5) and negative pressure generating system, residue storage device (5) contains first residue storage tank (501), second residue storage tank (505) and residue discharge pipe (504), the negative pressure generating system can make the air pressure in second residue storage tank (505) less than the air pressure in residue discharge pipe (504), the residue in residue discharge pipe (504) in the process of entering first residue storage tank (501), the small particle residue in the residue, which is smaller than the inner diameter of powdery slag passage (502), can enter second residue storage tank (505).The residue storage system can separately pick out (or filter out) and store powdery slag and large block slag during the slagging process, to avoid powdery slag into fan in the end of slagging main pipeline.

The vertical shaft excavation drilling tool comprises a liquid injection mechanism used for injecting a urease solution and a drill rod, a drill bit is fixedly installed at one end of the drill rod, a groove is formed in the side wall of the drill rod and extends in the length direction of the drill rod, and the liquid injection mechanism is used for injecting the urease solution. A liquid inlet hole and a plurality of liquid outlet holes which are communicated with the groove are formed in the side wall of the drill rod, the liquid inlet hole is located at the end, away from the drill bit, of the drill rod, the liquid outlet holes are distributed in the length direction of the groove and located at the end, close to the drill bit, of the drill rod, and the liquid injection mechanism is communicated with the liquid inlet hole. The utility model aims to solve the problems that in the prior art, cement slurry materials or cement-water glass mixed slurry is mostly adopted to block cracks after water leakage of the side wall of a vertical shaft, but the cement slurry materials can shrink after being hardened, small cracks are easily generated, the cracks are gradually enlarged under hydraulic scouring, and the water blocking effect is poor. And the construction difficulty of plugging the crack after water leakage is high.

The invention discloses an ultrasonic infrared laser device for detecting a vertical shaft pilot tunnel, and the device comprises a mounting seat plate which is disposed in a cutterhead crown. The device mounting frame is mounted on the mounting seat plate; the ultrasonic radar and the infrared laser are both mounted on the device mounting rack; the control box is connected with the ultrasonic radar and the infrared laser; the system comprises an integrated sensor, an adjustable installation structure and a wireless control system, the integrated sensor is provided with a wireless sensor, the terminal host is provided with a wireless receiver, the control box can transmit data to the wireless receiver in a wireless mode, and the terminal host analyzes the blockage condition through the data. An ultrasonic radar and an infrared laser are integrated, and the complementary advantages of long ultrasonic detection distance and clear infrared laser contour recognition are utilized to accurately recognize the anomalies such as blockage and collapse in the pilot tunnel.

The invention belongs to the technical field of small tunnel construction, and particularly relates to an advanced grouting pipe splicing construction method and a casing pipe, and the method comprises the following steps: S1, excavating a working vertical shaft; s2, transverse advanced grouting is conducted on the first section; s3, excavating a first-section transverse channel; s4, mounting a transverse sleeve; s5, constructing a transverse channel; and S6, placing the pipeline. Soil in front of the vertical shaft and the channel is solidified through advanced grouting, the collapse risk in the excavation process is reduced, and construction safety is guaranteed; the process of circulating grouting, excavation and supporting is adopted, modular line production is formed, the method is suitable for excavation of small tunnels, and a series of problems caused by the fact that the whole road surface needs to be excavated when an underground pipe network is laid at present are solved; the working vertical shaft serves as an earthwork centralized transportation channel, and blocking of ground traffic caused by traditional open excavation is avoided; and finally, a pipeline is installed in the prefabricated transverse sleeve, it is ensured that the pipeline is accurately positioned and is prevented from being extruded by the stratum, and the engineering quality is improved.

The invention discloses a vertical heading machine with switchable upper and lower deslagging modes and a hard rock cutterhead thereof. When the cutterhead adopts the upper deslagging mode, a slag suction pump is arranged in the center of the back of the cutterhead, the slag suction pump is connected with a slag suction pipe, and a suction port of the slag suction pipe is arranged at the position of a panel of the cutterhead; and when the cutter head adopts a lower deslagging mode, the slag suction pump and the slag suction pipe are detached, a raise boring machine is erected on the back of the cutter head, construction of a lower deslagging pilot tunnel is completed through the raise boring machine, and a water and air spraying device is arranged at a spoke of the cutter head. The cutter head structure is directly applied to the vertical heading machine. The vertical heading machine hard rock cutterhead capable of switching the upper deslagging mode and the lower deslagging mode aims to adapt to the upper deslagging mode and the lower deslagging mode through the cutterhead, complex structural transformation does not need to be conducted on the whole cutterhead during mode switching, and switching of the two modes can be achieved only through fine adjustment.

The utility model relates to the technical field of excavation equipment of water diversion inclined shaft sections, and discloses a track sliding table device applied to an inclined shaft excavation trolley, which comprises a truss, guide ways are fixedly connected to opposite ends of the top side of the truss, and sliding tables are slidably connected to the top sides of the two guide ways. The front ends of the far sides of the sliding tables are hinged to moving assemblies through upper pin shafts, the moving assemblies facilitate moving of the sliding tables, the rear ends of the far sides of the sliding tables are hinged to lower mounting plates, and the interiors of the lower mounting plates are rotationally connected with a plurality of lower supporting wheels through a plurality of pins. And two upper rubber cushion blocks are fixedly connected to the right end of the top side of the sliding table. According to the utility model, the rolling bodies are respectively arranged on the two sides of the hinge point of the mounting plate, so that the gap between the sliding table and the guide channel can be changed when the angle of the sliding table and the mounting plate is changed, the sliding table cannot be clamped in the moving process, and the working efficiency and the continuity are further improved.

The invention discloses a hydraulic tunnel vertical shaft structure applied to a soil rock stratum and a construction method.The vertical shaft structure comprises a vertical shaft body, a plurality of row piles are arranged on the periphery of the vertical shaft body, a plurality of rock stress testing drill holes are formed in the periphery of the row piles, and rock stress sensors with different depths are arranged in the rock stress testing drill holes; the rock stress sensor is connected with the controller through a signal line, a bottom plate is arranged at the bottom of the vertical shaft body, and a reinforced concrete wall is arranged on the bottom plate and extends to a soil layer. A plurality of waist beams for supporting the row piles are sequentially arranged on the soil layer in the depth direction. A combined structure system of the upper-section row piles and the lower-section underground reinforced concrete wall is innovatively adopted, combined stress is achieved through rigid connection of combined parts, and the combined structure is precisely matched with the stratum characteristics of the upper covering soil layer and the lower I / II / III type stable surrounding rock.

This invention belongs to the field of tunneling machine technology and proposes a tunneling machine and construction method for pre-mixed high-pressure abrasive water jet vertical shaft excavation. The rotary sealing mechanism includes a dynamic-static conversion component installed on the main unit, and a buffer component is installed between the dynamic-static conversion component and the main unit. Through the coupled design of mechanical seal and buffer shock absorption in the rotary sealing mechanism, it can adapt to rotational vibration conditions and realize long-distance sealed transportation of high-pressure fluid. At the same time, multiple outer contour cutting nozzles are inclined outward on the outer contour of the cutterhead, multiple hole-expanding nozzles are vertically installed on the feed end face of the cutterhead, and multiple slag discharge nozzles are inclined on the inner wall of the outer contour of the cutterhead, which solves the problems of backflow clogging of the jet cutter and cutter burial. Through long-distance sealed transportation, hole expansion and slag discharge functions, the coupled application of jet technology and vertical shaft excavation tunneling machine reverse drilling rig is realized, improving drilling efficiency and reducing cutter wear.

The application discloses a full-hard rock stratum shaft pre-splitting blasting excavation method, which comprises the following steps: S1, pre-splitting blasting: a circle of pre-splitting blasting holes is arranged along the periphery of the designed excavation contour of a shaft foundation pit; S2, cut hole blasting: cut hole blasting holes are arranged in the middle region of the shaft plane, and the cut hole blasting holes are detonated to form a cut hole located in the middle of the shaft; S3, cutting groove blasting: cutting groove blasting holes are arranged along a preset direction from the cut hole to the boundary of the shaft, and the cutting groove blasting holes are detonated to form a cutting groove extending from the cut hole to the boundary of the shaft; S4, main blasting area blasting; S5, slagging; steps S1 to S5 are repeatedly executed, a plurality of blasting cycles are implemented along the depth direction of the shaft, and the shaft excavation is stopped until the designed elevation is reached. The pre-splitting blasting boundary is arranged around the shaft excavation contour, and the sequential blasting mode of the cut hole, the cutting groove and the main blasting area is combined, so that efficient and stable split-cycle excavation construction of the shaft is realized.

The invention discloses a collaborative construction method for vertical shaft subsection SBE tunneling and adit upward bending section excavation, and belongs to the technical field of pumped storage power station construction. The method comprises the following steps: step 1, determining an SBE tunneling sub-section; secondly, hovering points are arranged in the vertical shaft; thirdly, a positioning hole and a pilot shaft are constructed in the center of the vertical shaft in sequence to be communicated with an existing roadway or tunnel on the lower side of the vertical shaft; 4, the vertical shaft is excavated to an SBE tunneling section from top to bottom through the SBE in an expanding mode, and then the SBE is lifted to a hovering point; 5, slag slipping is conducted through the pilot shaft, and integrated layered blasting excavation is conducted on the upper adit reserved rock plug, the adit upper bent section and the vertical shaft within the height range of the adit upper bent section; sixthly, a simplified starting well is constructed; and 7, the SBE is lowered to complete expanding excavation operation of the remaining part of the vertical shaft. The defects existing in the prior art are fundamentally overcome, collaborative excavation construction of the adit upper bent section and the vertical shaft is achieved, and the SBE expanding excavation raise boring well guide method is deepened and developed.

The invention relates to the technical field of vertical shaft tunneling, and discloses a vertical shaft tunneling disturbance parameter optimization method and system based on big data, and the method comprises the steps: obtaining a plurality of information streams, and evaluating the correlation degree of the information streams, so as to determine the cognition degree of an environment state; and acquiring environment response information, comparing the environment response information with a pre-stored environment characteristic mode to determine the matching degree of environment characteristics, counting an information flow fluctuation range and an abnormal event occurrence frequency to determine the intensity of environment change, and comprehensively outputting a quantized environment cognitive index. On the basis, mode switching is carried out according to the environment cognition index, and dynamic adjustment is carried out between an operation mode for pursuing efficiency and an exploration mode for preferentially guaranteeing safety and actively obtaining information. The method effectively solves the problems that in the prior art, under the complex geological condition, due to data analysis logic failure, a system makes wrong judgment and parameter adjustment instructions, the underground working condition is deteriorated, the current environment is difficult to accurately understand, and an effective optimization strategy is difficult to reestablish.

The embodiment of the invention provides a deep and large vertical shaft and a construction method thereof, and belongs to the technical field of underground constructions.The vertical shaft comprises a blade foot ring, a starting structure and a standard ring which are sequentially arranged from bottom to top; the standard rings are sequentially arranged in the depth direction of the vertical shaft. The starting structure comprises a starting ring arranged on the blade foot ring; the initial ring is of an annular structure; the lining is of an annular structure, and the outer side face of the lining makes contact with and is fixedly connected with the inner side face of the initial ring; the height of the lining in the vertical shaft direction is larger than the radial thickness of the lining. The bottom ring beam is of an annular structure and is arranged on the inner side face of the lining in a protruding mode in the radial direction. The radial thickness of the bottom ring beam is larger than that of the lining. The deep and large vertical shaft and the construction method thereof provided by the embodiment of the invention can be suitable for building an ultra-large and ultra-deep vertical shaft with the diameter of more than 16 meters and the depth of more than 50 meters, have better bearing capacity for non-linearly increasing water and soil pressure, and can solve the problem of buckling of the vertical shaft.

The invention discloses a shaft excavation system and a construction method. The shaft excavation system comprises a ground drilling machine system, a downhole main machine system and a drill pipe device. The ground drilling machine system comprises a lifting driving device, a rotating driving device and the drill pipe device. The downhole main machine system comprises a rear matching platform, a rotary frame, an excavation device and a slag discharge device. The rear matching device is arranged on the rear matching platform. The drill pipe device is fixedly connected with the rotary frame. The excavation device is hingedly connected with the rotary frame and can swing along the radial direction of the rotary frame. The invention can weaken the ground shaft derrick suspension system, and is safe and convenient to disassemble. The invention can be used for multiple purposes, covering various strata and shafts with different diameters. The invention effectively solves the problems of complex shaft engineering equipment, long equipment period and poor application expansion.

The application provides a clamp and a platform vehicle for drilling tool adjustment, the clamp comprising a first clamping assembly, a second clamping assembly butting with the first clamping assembly along a first direction to form a clamping space for the drilling tool to pass through, and a locking assembly for locking the first clamping assembly and the second clamping assembly, wherein the first clamping assembly and the second clamping assembly each comprise an upper clamping piece and a lower clamping piece below the upper clamping piece, one of the upper clamping piece and the lower clamping piece is provided with a sliding rail extending along a second direction, and the other is provided with a sliding groove sliding along the sliding rail, and the second direction is perpendicular to the first direction. The clamp for drilling tool adjustment can finely adjust the position of the drilling tool relative to the clamp in multiple directions, the center of the drill bit is coaxial with the center of the clamp, the precision of well drilling construction is improved, and the verticality of the shaft meets the national industry standard.

The invention provides an ultra-deep mechanical method vertical shaft construction method based on multi-shaft cooperative construction, which comprises the following steps: S1, respectively constructing a first vertical shaft pilot well section and a second vertical shaft pilot hole section at the positions of a first vertical shaft and a second vertical shaft, and constructing an inclined shaft channel between the bottoms of the first vertical shaft pilot well section and the second vertical shaft pilot hole section; performing reverse reaming, tunneling and supporting on the pilot hole section of the second vertical shaft; s2, a second shaft pilot well section is constructed below the second shaft raise construction section, a first shaft pilot hole section is constructed below the first shaft pilot well section, and an inclined shaft channel is constructed between the bottom of the second shaft pilot well section and the bottom of the first shaft pilot hole section; performing reverse reaming, tunneling and supporting on the pilot hole section of the first vertical shaft; and S3, the step S1 and the step S2 are repeated until the first vertical shaft and the second vertical shaft are tunneled to the target depth. The advantages of a normal well method and an inverse well method are fused, the efficiency bottleneck of anti-gravity deslagging of vertical shaft tunneling is overcome, tunneling-supporting-shunting deslagging is achieved in parallel, the vertical shaft completion efficiency is improved, and the construction cost is reduced.

The invention provides a pipe-jacking well deepening construction method based on a reverse construction method. The method comprises the steps that the integrity of an original cast-in-place pile is detected, and an original temporary support in a well is removed; single-layer excavation and primary supporting are started, deep ditches are excavated at the bottom of the pit along the well wall, and coarse sand is backfilled to serve as a joint bar layer; a reinforcing mesh is hung on the cast-in-place pile, and a concrete primary lining is sprayed; rebars are planted on the surfaces of the cast-in-place piles, and side wall rebars of gradient reinforcement are bound; a side wall formwork is arranged, and side wall concrete is poured; after maintenance is completed, the formwork is removed; the next layer of soil body is excavated, and the side wall is circularly constructed till the designed elevation is reached; the deepening construction of the pipe-jacking well is completed, and the problem that deepening construction is needed when the pipe-jacking well encounters an obstacle is solved.

The invention discloses an interactive observation station mirror station measurement system and a vertical shaft construction method, and belongs to the technical field of engineering surveying, and the system comprises an inverted measurement unit which is installed in an inverted state, is configured to collect heading machine target data in real time in the inverted state, and builds an underground control point network composed of at least two control points; the upright measuring unit is installed in an upright state and is configured to set a station by observing the control point network and execute construction measurement based on the set station; the data processing and control module is in communication connection with the inverted measuring unit and is used for receiving and processing data acquired by the inverted measuring unit in real time and outputting a heading machine guiding instruction; and the two measuring units form an interactive and cooperative observation station and mirror station relationship. According to the invention, mutually independent measurement processes are successfully fused into an intelligent, real-time and high-precision organic whole, and an unprecedented comprehensive measurement solution is provided for construction of the ultra-deep vertical shaft full-face heading machine.

The utility model discloses a vertical shaft structure integrating air inlet and air outlet, which comprises a vertical shaft, an air outlet and an air inlet are respectively arranged in the vertical shaft, the air outlet is provided with an upper opening and a lower opening, and the air inlet is provided with an open top and a closed bottom. Fans used for exhausting air and feeding air are arranged in the air outlet and the air inlet correspondingly, the bottom of the air inlet communicates with a fixing pipe, an air inlet pipe is rotationally arranged in the fixing pipe, a positioning assembly used for fixing the air inlet pipe is arranged in the fixing pipe, and an adjusting assembly is arranged at the position, above the air outlet, in the vertical shaft; the adjusting assembly is used for adjusting the air outlet amount above the air outlet. The angle of the air inlet pipe can be adjusted, so that the angle of the air inlet pipe can be adjusted according to the underground space structure, the air inlet uniformity is improved, and the ventilation requirements of different mines are met by adjusting the air outlet quantity of the air outlet.

The utility model discloses an auxiliary sinking and posture control system for a mechanical tunneling type vertical shaft, which is mounted on the inner side of a lifter of a tunneling machine and comprises a telescopic oil cylinder, a hoop, a guider, a force transmission plate, a vertical plate and a horizontal plate, the vertical plate is connected with the heading machine lifter through a positioning pin and a bolt, the horizontal plate is fixed to the top of the vertical plate, a cylinder body of the telescopic oil cylinder is fixed to the bottom of the horizontal plate, the telescopic rod is connected with the force transmission plate, the hoop tightly holds the cylinder body of the telescopic oil cylinder, and the telescopic rod is connected with the force transmission plate. One end of the hoop is connected with the vertical plate through a fixing frame, one end of the guider is connected with the horizontal plate, and the other end of the guider is connected with the force transmission plate. The auxiliary sinking device has the advantages that evenly-distributed downward pressure or unbalance loading is applied to the shaft, so that auxiliary sinking of the shaft and posture deviation adjustment of the shaft are achieved.

This invention provides a digging and flushing device for a submerged shaft boring machine. The cutting head is driven to rotate within a housing, using its surface cutting teeth to break up the rock and soil at the bottom and walls of the shaft. A slurry pump is mounted on the housing. By placing a first flushing component at a first predetermined position between the slurry pump inlet and the cutting head, and a second flushing component at a second predetermined position after the cutting head has rotated past the slurry pump inlet, the first flushing component performs high-pressure flushing in the suction chamber area where soil is first generated and most prone to adhesion. This disrupts the adhesive structure of the soil at its source, preventing it from adhering to the cutting head surface and forming mud cakes. Even if a small amount of soil is not flushed away by the first flushing component, the second flushing component performs secondary cleaning within the digging chamber, further reducing the risk of mud cake formation. This dual flushing mechanism significantly improves the adaptability of the cutting head in strata prone to mud cake formation, such as argillaceous clay and silty mudstone. The synergistic effect of both components achieves full-process flushing coverage for each rotation cycle of the cutting head.