Field of Invention
The present invention relates drilling machinery, and more particularly to the field related to construction for mineral mining, vertical shaft for building construction, auxiliary class vertical shaft construction.
Description of Related Arts
The current drilling method utilizes large scale vertical shaft machines, which has high degree of mechanization. However, since drilling under reduced pressure is used, gravity guiding, cutterhead pressure and torque are greatly restricted. Accordingly, the drilling efficiency is low and it is difficult to achieve shaft formation rapidly.
An object of the present invention is to solve the technical problems stated in the background of the present invention and provide a vertical shaft drilling rig with novel drilling method in which the cutterhead pressure and the torque are increased while a mandatory guiding function for the equipment is provided, thereby the accuracy of shaft formation is much higher.
In order to solve the above technical problems, the following technical solutions are provided: A vertical shaft drilling rig with novel drilling method, mainly includes a derrick installed on a pithead and a flat car for shaft cover, said rig further includes a drill pipe, a pipe joint, a device for stabilizing cutterhead pressure, a torque amplification driver, a cutter head, a muck removal system, a separate plant, an electric cabinet, a hydraulic station, a power line, and a main driver, the main driver is mounted onto the derrick and has a bottom portion connecting to the drill pipe, the pipe joint is provided on the drill pipe, the drill pipe has a bottom portion connected to the device for stabilizing cutterhead pressure, the torque amplification driver has a bottom portion connecting to the cutter head, the device for stabilizing cutterhead pressure is installed at the external side of the torque amplification driver; the muck from the forward drilling action of the cutter head in the bottom of the shaft is transported to the separate plant on the ground surface through the muck removal system. Shaft drilling construction with great torque, great drilling pressure, high verticality and high efficiency is realized.
Wherein the derrick further comprises a crane, a sliding frame, a lift cylinder; the main driver has a top portion connecting to a top rotary joint, a compressed air pipe and a slurry return pipe.
The muck removal system utilizes air lift reverse circulation.
The main driver drive the drill pipe, through the torque amplification driver to amplify the torque, the device for stabilizing cutterhead pressure applies pressure to the cutter head and provides a mandatory guiding force to the cutter head.
The device for stabilizing cutterhead pressure comprises a guiding column, a stabilizer, a forward driving hydraulic cylinder and a dynamic stabilizer; the guiding column has one end connecting to the drill pipe and another end connecting to the torque amplification driver, the stabilizer is mounted onto the guiding column and comprises at least two sets of gripping mechanism; the forward hydraulic cylinder has one end connecting to the stabilizer and another end connecting to the torque amplification driver, the dynamic stabilizer is formed by at least two set of gripping mechanism and is installed in a peripheral of the torque amplification driver, that the dynamic stabilizer will move downwardly with the cutter head during the drilling process; a direction sensor is installed on the device for cutterhead pressure to monitor the drilling direction of the equipment while a cylinder displacement sensor is installed on the stabilizer and the forward driving hydraulic cylinder to monitor the extension level of the cylinder such that a precision control of the equipment for the drilling process is achieved.
The torque amplification driver comprises a pressure balance valve, a planetary reducer, a drive flange and a main bearing. The pressure balance valve is mounted on one side of the driver so that the internal pressure of the driver and the external pressure is communicated, the planetary reducer has an input shaft connecting to the drill pipe and an output shaft connecting to the drive flange, the main bearing is mounted inside the torque amplification driver and is connected to the driver flange; the driver flange has a bottom portion connecting to the cutter head.
A deep shaft line extension device is provided between the hydraulic station and the power line. The deep shaft line extension device comprises a float, a pulley assembly, a line reel, a steel wire and a winch; the line reel and the winch are affixed on the ground surface, the pulley assembly is installed near the pithead, the power line and the steel wire are aggregated together through the pulley assembly, the line is affixed onto the steel wire, a bottom portion of the aggregated power lines and steel wire is connected to the device for stabilizing cutterhead pressure and the torque amplification driver, the float assembly is uniformly distributed along a vertical direction of the power line.
The muck removal system comprises a slurry suction pipe, a bottom rotary joint, an ordinary type drill pipe, a gas-mixing type drill pipe a drill pipe with gas pipe, a top rotary joint, a slurry output pipe, an air compressor, a compressed air pipe, a slurry pool and a slurry return pipe sequentially connected in order from the bottom to the top; compression air is used to change the density of mud inside and outside the drill pipe to achieve slurry cycling.
The present invention increases the stability of the entire machine, increases the cutterhead pressure of the equipment and increases the torque for drilling, thus the present invention is capable of being used in construction of soft soil layer as well as construction of rock strata with high strength, while its guiding precision is higher. Therefore, the construction efficiency of vertical shaft is increased, the building cycle of vertical shaft is reduced and the quality of the shaft formation is increased.
The derrick on the ground surface is formed by high strength steel through welding, its loading capacity is large, its structure is stable; the device for stabilizing cutterhead pressure provides mandatory guiding and stabilization function to the cutter head so that the equipment can operate steadily, thus the precision of shaft formation is further increased and the drilling efficiency is increased. The drilling pressure is provided by the forward driving hydraulic cylinder and weight of the structure, the stabilizer mandatory stabilizes the cutter head and the equipment can operate more steadily, thus the force status of the drill pipe and other structural parts are improved; the torque amplification driver can increase the torque of the cutter head; the deep shaft line extension device has a simple design and is capable of effective transmission of hydraulic power and control signal; based on the sensor signal from the bottom of the shaft, the control of operation of each hydraulic cylinder in the bottom of the shaft can further achieve active steering; air lift reverse circulation can be used for construction with large amount of underground water and soft and fault formation, the wearing parts in the entire system are less and its design is simple but reliable.
The present invention is further described in details with the following drawings, wherein:
Embodiment 1: Referring to
The muck removal system 10 comprises a slurry suction pipe 1001, a bottom rotary joint 1002, an ordinary type drill pipe 501, a gas-mixing type drill pipe 502, a drill pipe with gas pipe 503, a top rotary joint 1003, a slurry output pipe 1004, an air compressor 1005, a compressed air pipe 1006, a slurry pool 1007, a slurry return pipe 1008. With the use of the air compressor 1005, the compressed air passes through the compressed air pipe 1006, the top rotary joint 1003, the drill pipe with gas pipe 503 and the gas-mixing type drill pipe 502 to transport to an internal portion of the drill pipe, the proportion of slurry inside the drill pipe is changed such that an external pressure of the drill pipe is higher than an internal pressure of the drill pipe. Through the use of the internal and external pressure, the cycling of slurry is realized. The slurry in the bottom of the shaft is transported through the slurry suction pipe 1001, the bottom rotary joint 1002, the ordinary drill pipe 501, the gas-mixing type drill pipe 502, the drill pipe with gas pipe 503, the top rotary joint 1003 and the slurry output pipe 1004 to the separate plant 3. The soil is separated from the slurry after treatment processing. After the separation processing, the slurry is transported to the slurry pool 1007 and backflow to the wellbore through the slurry return pipe 1009 for carrying out a new cycle.
Embodiment 2: Referring to
The device for stabilizing cutterhead pressure 7 comprises a guiding column 701, a stabilizer 702, a forward driving hydraulic cylinder 703, a dynamic stabilizer 704 and a direction sensor 705. The guiding column 701 is fixedly mounted on the torque amplification driver, the stabilizer 702 has at least two sets of gripping mechanism, after the gripping mechanism is gripped tightly onto a wall of the well, the stabilizer 702 forms a stable support which controls a moving direction of the guiding column 701; the forward driving hydraulic cylinder 703 uses the stabilizer 702 as the fulcrum and moving downwardly to drive the cutter head 9 and provides a great forward moving force to the cutter head 9, the direction sensor 705 monitors the drilling direction on a real-time basis to ensure the direction of drilling, the dynamic stabilizer 704 is formed by at least two set of gripping mechanism and is installed in the peripheral of the torque amplification driver to stabilize the cutter head. When the stroke of the forward driving hydraulic cylinder 703 is finished, the derrick 1 on the ground surface and the dynamic stabilizer 704 will stabilize the equipment, then the gripping mechanism of the stabilizer 702 is returned, then the forward driving hydraulic cylinder 703 is retracted for another cycle of drilling.
Embodiment 3: Referring to
The other structures are the same as that of embodiment 1.
Embodiment 4: Referring to
The other structures are the same as that of embodiment 1.
The working process of the present invention is as follows: after the installation of the vertical shaft drilling rig with novel drilling method of the present invention is complete and is ready to work, control the device for stabilizing cutterhead pressure 7 to grip tightly onto the wall of the shaft, stabilizing the cutter head 9, start the main driver 2 to drive the drill pipe 5, through the torque amplification driver 8 to drive a rotation movement of the cutter head 9; start the air compressor 1005 to feed compression air to the drill pipe, start the cycling of the slurry and the separate plant 3, control the forward driving hydraulic cylinder 703 to drive the cutter head for drilling while the main driver 2 and the drill pipe 5 are put down from the derrick on the ground surface to cooperate with the cutter head for drilling; the muck in the bottom of the shaft is carried by the slurry to move outside the shaft through air lift reverse circulation, when the stroke of the forward driving hydraulic cylinder 703 is finished, the derrick 1 on the ground surface and the dynamic stabilizer 704 will stabilize the equipment, then the gripping mechanism of the stabilizer 702 is returned, then the forward driving hydraulic cylinder 703 is retracted for another cycle of drilling. When the stroke of one section of the drill pipe is finished, the extension of the drill pipe is processed by using the derrick 1, the main driver 2, the flat car 4 and the auxiliary equipment. Then the drilling process is continued. When a preset depth of drilling is completed, the entire equipment is removed from the wellbore for proceeding construction process.
One skilled in the art will understand that the embodiments of the present invention as shown in the drawings and described above are exemplary only and should not be limited as such. The embodiments have been shown and described for the purposes of illustrating the functional and structural principles of the present invention and is subject to change without departure from such principles.
Number | Date | Country | Kind |
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201410106744.1 | Mar 2014 | CN | national |
Filing Document | Filing Date | Country | Kind |
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PCT/CN2014/093410 | 12/9/2014 | WO | 00 |