Abstract:
A center-pillared full-face shaft drilling machine comprises a center pillar ( 1 ), device platforms ( 2 ), a derrick ( 3 ), a driving system ( 4 ), a personnel and material conveying system ( 5 ), a well wall support and protection system ( 6 ), a safeguard system ( 7 ), and an operation chamber ( 8 ). The derrick ( 3 ) is mounted at a wellhead. The operation chamber ( 8 ) is disposed on the derrick ( 3 ). The center pillar directly leads from the well bottom to the wellhead and is connected to a slide rack comprised in the derrick on the ground. The driving system ( 4 ) is mounted at the front end of the center pillar ( 1 ) of a device. The multiple device platforms ( 2 ) are sequentially mounted on the center pillar ( 1 ) of the device from rear to front. The personnel and material conveying system ( 5 ) and the safeguard system ( 7 ) are separately mounted on the device platforms at the rear of the driving system ( 4 ) and on the ground. The well wall support and protection system ( 6 ) is mounted on the device platforms at the rear of the driving system ( 4 ) and around the driving system ( 4 ). The shaft drilling machine solves the construction problem of large shafts in mines and the like, implements parallel construction operations of automated mechanical integrated complete devices having a series of functions such as shaft driving, residue discharging, support and protection, drainage and ventilation, facilitates dismounting and mounting of the device, saves preparation time, improves the construction efficiency, reduces construction cost, improves construction safety, and has a wide application range.

Description:
BACKGROUND OF THE PRESENT INVENTION 
       [0001]    Field of Invention 
         [0002]    The present invention relates mining machinery, and more particularly to a center pillar and full face vertical shaft drilling machine. 
         [0003]    Description of Related Arts 
         [0004]    Existing shaft sinking methods has experienced long-term development. The method of shaft sinking mainly includes drilling and blasting, shaft boring and etc. The construction technology has matured. The shaft sinking equipment also experienced the same development and the equipment technology has matured also. Follow the traditional construction method makes it very difficult to realize automation, and it is very difficult for parallel operation while the labor requirement is great. After numerous improvements, the shaft sinking equipment technology of our nation has matured. It is very difficult to further improve the construction efficiency through the advancement of one single equipment, thus a brand new equipment is urgently needed to increase the construction efficiency. 
       SUMMARY OF THE PRESENT INVENTION 
       [0005]    An objective of the present invention is to overcome the problems of existing devices and provide a center pillar and full face vertical shaft drilling machine which has high level of automation and mechanization for vertical shaft construction, thereby the construction time is fast and safe, the vertical shaft construction for a large diameter and a great depth can be achieved and the construction cost is relatively low. 
         [0006]    In order to solve the above problem, the technological solution is provided as follows: 
         [0007]    In one aspect of the present invention, it provides a center pillar and full face vertical shaft drilling machine which comprises a center pillar, a device platform, a derrick, a boring system, a transportation system for people and materials, a support system for wall reinforcement system, a safety system and a control room, characterized in that, a derrick is provided at a shaft head on which the control room is located, the center pillar extended from a shaft bottom to the shaft head directly while connecting to a sliding frame of the derrick, the boring system is installed at a front end of the center pillar, and on the center pillar sequentially from a rear end to the front end installed a plurality of device platforms, a transportation system for people and materials, and the safety system is installed on the device platform located a rear end of the boring system and the ground surface, the support system for wall reinforcement system is installed on the device platform located at the rear end of the boring system and its surrounding. 
         [0008]    The center pillar comprises a plurality segments of main body, each having a hollow columnar structure, connected through flanges and fastening members to form the center pillar, wherein a primary hoist rail, a secondary hoist rail, a cable, a compressed air pipe, a concrete pipe, a clean water pipe, a pipe for slurry outflow, a pipe for slurry inflow and a mounting base for stabilizer are arranged along the peripheral edges of the main body of the center pillar, the hollow portion of the center pillar defines a passage for a ventilation and water passage module of the safety system, the safety system comprises a fan installed directly at an inner side of the center pillar. 
         [0009]    The device platform comprises a fixed platform; and a retractable platform which is installed in a segment of module lining of the center pillar, wherein the retractable platform comprises a base platform, a small platform, a retractable cylinder and a seal member, wherein the base platform is fixedly connected to the center pillar and the retractable cylinder is fixedly provided around a peripheral edge portion of the base platform horizontally, wherein the retractable cylinder comprises a piston shaft and is connected to the small platform through one end of the piston shaft, wherein the small platform has an outer portion at which the seal member is provided, wherein the seal member has an outer end which is in contact with the module lining of the center pillar. 
         [0010]    The derrick comprises a main body of derrick, a sliding frame, an pillar for sliding frame, a lifting cylinder, a movement arrangement, a crane for pillar, a manipulator for pillar, a power station and a muck chute; wherein the main body of derrick has a lower portion at which the movement arrangement is provided and an upper portion at which the pillar for sliding frame and the power station are installed, wherein the pillar for sliding frame guides a sliding movement of the sliding frame, wherein the lifting cylinder has one end connected to the sliding frame and another end connected to a bottom end of the pillar for sliding frame, wherein the crane for pillar is installed on the upper portion of the main body of derrick, wherein the manipulator for pillar and the muck chute are inclined and installed at the lower portion of the main body of derrick. 
         [0011]    The boring system for the vertical shaft drilling comprises a cutter head with rear mounting construction, a retractable shield, a shield positioning ring, a main driver, a shield cylinder, a guiding pillar, a propulsion cylinder, a gripper sliding ring, a gripper and a gripper cylinder; wherein the cutter head is connected to the main driver, the main driver has an upper portion connecting to the guiding pillar, the guiding pillar has a upper portion connecting to the center pillar, the main driver is connected to the shield positioning ring, the shield positioning ring is connected to the retractable shield through telescopic structure and the shield cylinder to form a ring-shaped retractable shield, the guiding pillar has a key structure and has a sliding connection with the gripper sliding ring while both the guiding pillar and the gripper sliding ring are connected through the plurality of propulsion cylinders provided around all sides, the gripper is connected to the gripper sliding ring through telescopic structure and the gripper cylinder, the control station is installed on an upper portion the gripper. 
         [0012]    The transportation system for people and materials comprises a slurry pump, a slurry inflow pipe, a slurry outflow pipe, a primary vibrating screen, a secondary vibrating screen, a tertiary vibrating screen, a primary hydrocyclone device, a secondary hydrocyclone device, a muck storage, a slurry storage tank, a rapid feeding device, a bucket, a main hoist, an auxiliary hoist, a slurry return pipe, a transportation pump, a slurry output pipe, a slurry input pipe, a primary slurry pump, a secondary slurry pump, a primary slurry tank, a secondary slurry tank and a cage; wherein the slurry pump is installed inside the main driver, the slurry inflow pipe is extended to inside the cutter head, the slurry outflow pipe has an inlet connected to the slurry pump and an outlet connected to the primary vibrating screen, the primary vibrating screen has a slag outlet corresponding to the muck storage, an slag outlet of the muck storage is connected to the primary slurry tank, the primary slurry tank is thoroughly connected to the secondary slurry tank, the secondary slurry tank has a bottom portion connecting to the primary slurry pump, the primary slurry pump has an inlet connecting to the secondary slurry tank and an outlet connecting to the primary hydrocyclone device, the primary hydrocyclone device has a slag outlet connecting to the secondary vibrating screen and a slurry outlet connecting to the secondary slurry tank and the slurry storage tank respectively, the secondary vibrating screen has a slag outlet corresponding to the muck storage and a slurry outlet connecting to the secondary slurry tank; the slurry storage tank has a bottom portion connecting to the secondary slurry pump, the secondary slurry pump has an inlet connecting to the slurry storage tank and an outlet connecting to the secondary hydrocyclone device, the secondary hydrocyclone device has a slag outlet connecting to the tertiary vibrating screen and a slurry outlet connecting to the slurry storage tank, the tertiary vibrating screen has a slag outlet corresponding to the muck storage and a slurry outlet corresponding to the slurry storage tank; the slurry input pipe is extended to the ground surface through the center pillar and connected to a slurry tank on the ground surface and has a bottom portion connecting to the slurry return pipe, while the slurry return pipe is connected to the slurry storage tank, the slurry return pipe has an outlet terminal arranged on a work surface of the cutter head; the slurry storage tank has a bottom portion connected to the transportation pump, the transportation pump is connected to the slurry output pipe, the slurry output pipe is connected to the pipe for slurry outflow installed on the center pillar and has an outlet arranged on the shaft opening and connected to external slurry treatment station; the muck storage has a bottom portion at which the rapid feeding device is arranged, the bucket and the cage are installed on the center pillar, the main hoist and the auxiliary hoist are installed on the upper portion of the derrick. 
         [0013]    The support system for wall reinforcement comprises a module building system and an anchoring system, wherein the module building system comprises an auxiliary crane, a module board, a transportation concrete pipe, a buffer, a concrete mixing tank in shaft bottom, a concrete pump, a grouting pipe, and a concrete sealing ring, the anchoring system comprises a rig vehicle, a rig rail, a lifting cylinder, a multi-functional rig, a shotcreting manipulator and a material hoist; the auxiliary crane of the module building system is installed on a rear side of the device platform for inverted transportation of the module board, the entire module board and the concrete sealing ring forms a casting cavity, the buffer with multi-level is installed on the transportation concrete pipe, the transportation concrete pipe has a bottom end connected to concrete mixing tank, the concrete mixing tank has a bottom portion at which the concrete pump is installed, the concrete pump has an outlet connected to a grouting opening of the entire module board through the grouting pipe; the rig rail of the anchoring system is connected to the sliding ring through the lifting cylinder and has sliding connection with the guiding pillar, the rig vehicle is installed on the rig rail, the multi-functional rig is installed on the rig vehicle, the shotcreting manipulator is also installed on the rig rail, the material hoist is installed at a lower portion of the device platform which is position at a higher position function as an operation platform for steel binding. 
         [0014]    The safety system comprises a sinking pump, a power and control module, a ventilation and water passage module, a stabilizer, a stabilizing vehicle for sinking pump, a flat car for shaft cover and a spare pillar, wherein the power control module comprises a main control room, an oil pump, an electrical cabinets, a transformer, an air compressor, a pumping station, a power cable, a communication cables and a cable reel, the ventilation and water passage module comprises a fan, an air duct formed from an inner side of the hollow portion of the center pillar and a clean water pipe, the sinking pump is hanged directly at a bottom portion of the machine through the stabilizing vehicle for sinking pump at the upper portion of the derrick, the sinking pump has a water inlet which penetrates through the retractable shield of the boring system to the slurry storage of the cutter head, the power and control modules are distributed and installed on different device platforms and the ground surface, the stabilizer is installed in the mounting base for stabilizer of the center pillar, the flat car for shaft cover is installed independently on an independent rail on the ground surface, the spare pillar is arranged on a side of the machine for backup. 
         [0015]    The entire module board is formed by assembling a plurality groups of individual module board unit and is secured directly onto all sides of the wall of the shaft. 
         [0016]    The support system for wall reinforcement further comprises an advanced grouting system and a concrete additives filling apparatus, the advanced grouting system is formed by the multi-functional rig and the grouting pump, the grouting pump is installed on the device platform at a rear position. 
         [0017]    The advantageous effect of the present invention are: 
         [0018]    1. Structurally, the center pillar and full face vertical shaft drilling machine according to the present invention includes a center pillar, a device platform, a derrick, a boring system, a transportation system for people and materials, a support system for wall reinforcement, a safety system, and a control room, the machine utilizes a new method of shafting sinking and is mainly used for shaft sinking of different kinds of vertical shaft to achieve a full face and high efficient construction for vertical shaft drilling. The present invention is an integrated and complete equipment which integrated all functions of boring, tapping, support, drainage, ventilation, advanced detection together. Thus, parallel operation of shafting sinking, support and slag removal can be realized, high degree of automation and mechanization is achieved, while construction efficiency for vertical shaft drilling is increased and the construction cycle of shafting sinking and boring is shortened. The cost of shaft construction is dramatically lowered and the initial investment of mining site is lowered. 
         [0019]    2. Structurally, the center pillar of the present invention is formed by connecting a plurality segments of main body with hollow columnar structure. The center pillar has one end connected to the main driver and another end connecting to the sliding frame of the derrick located on the ground surface. The passage for slag removal, the secondary hoist rail, the cable, the compressed air pipe, the concrete pipe, the clean water pipe, the pipe for slurry outflow, the pipe for slurry inflow and the stabilizer are arranged in the peripheral edges of the center pillar and are passage through from the bottom of the shaft to the ground surface. The use of center pillar can eliminate the use of winch in traditional construction method. The equipment weight is supported by the center pillar. The gravitation force of the cutter head in the bottom of the shaft is controlled through the lifting cylinder located on the ground surface to control the propulsion force of the cutter head such that the propulsion equipment is simplified and the overall structure is simplified. The equipment and the different types of pipelines from the ground surface are attached to the center pillar such that the pipeline extension from the ground surface is achieved, thereby the pipelines extension is much more convenience, the pipelines in the bottom is avoided, and the slag removal of the main hoist is greatly increased. The lifting device employs rigid track element and is attached to the center pillar, which replaces the traditional guide rope design, that the rigid track element is much safer and the speed of lifting is much faster, thus the transportation speed of materials is much faster. The center pillar has a hollow construction and functions as an air dryer, that this internal fan design can quickly discharge the polluted gas from the bottom of the shaft to outside and ensure the air quality in the bottom of the shaft. 
         [0020]    3. Structurally, the retractable platform of the present invention includes a base platform, a small platform, a retractable cylinder and a seal member. The structure is simple, which can fulfill the requirement of passage of the module board, seal the gap in the shaft quickly, and prevent personal injury accidents caused by falling objects. The design is simple but reliable. 
         [0021]    4. Structurally, the boring system includes components such as a cutter head, a main driver, a retractable shield and a shield cylinder for full face vertical shaft drilling. The boring system also includes a cylinder for directional adjustment in which one end of the shaft of the cylinder is connected to the shield positioning ring through sliding engagement and the barrel is fixed connected to the main driver, thereby the position of the main driver is adjusted through the controlling the cylinder for directional adjustment, hence the adjustment of drilling direction is realized. The center pillar has one end installed onto the main driver and another end connected to the derrick on the ground surface, thus through the sliding frame of the derrick to control the applied pressure to the equipment, speedy excavation under different stratum conditions can be achieved and the operation is convenience. 
         [0022]    5. Structurally, the transportation system for people and materials according to the present invention includes a main hoist and an auxiliary hoist, a bucket, a cage, slurry pipes, slag pumps, arrangements for multi-level slurry treatment, and etc. to realize transportation of objects and materials such as personnel, slag and steel materials between the ground surface and the shaft. Personnel and material transportation between the shaft surface and the shaft bottom are realized by the auxiliary hoist. The slag transportation are divided into two parts. First, the slurry pump transports the slag carried by the slurry through the slurry outflow pipe to the slurry treatment devices, screening the large size sediments to the muck storage, then through the rapid feeding device positioned at the bottom portion of the muck storage to load the sediments into the bucket, and through the sliding groove member  309  of the derrick to load into the slag vehicle to transport to a predetermined location. The slurry is processed through multi-level screening and separation. Through treatment by the hydrocyclone devices, the slurry is transported to the slurry storage tank, then backflows to operation site through the slurry return pipe for recycling use. The highly concentrated slurry deposited on the bottom of the slurry storage tank is guided to flow to the transportation pump, the transportation pump is arranged to pump the highly concentrated slurry to flow through the slurry output pipe to the ground surface. The quality slurry from the ground surface is transported to the shaft bottom through the slurry input pipe. The above system works together to complete the transportation from the ground surface to the shaft bottom for personnel, materials, slag and slurry. The entire transportation system has an overall reasonable structural design. The transport of personnel, materials, slag and slurry can be operate at the same time. The equipment utility rate is increased and the work efficiency is increased. 
         [0023]    6. Structurally, the support system for wall reinforcement according to the present invention includes a module board, a transportation concrete pipe, a buffer, a piston pump, a grouting pump, a multi-functional rig, a shotcreting manipulator and etc. for the immediate support of the shaft wall. Furthermore, the rig vehicle can be used. The rig hydraulically controls the multi-functional rig for operation of anchoring, advanced detection and advanced grouting. Accordingly, the support system for wall reinforcement is capable of providing a number of operation platform for different tasks such as anchoring, casting and advanced grouting, that the support system provides reliable support while is capable of meeting the need of construction under different stratum conditions. 
         [0024]    7. Structurally, the safety system of the present invention comprises power arrangement, control arrangement, ventilation arrangement, water passage arrangement and etc. such that the need to safeguard the operation of equipment and the live of worker in the shaft is provide, and the normal operation of equipment and workers are ensured. The main hoist rail, the secondary hoist rail, the cable, the compressed air pipe, the concrete pipe, the clean water pipe, the pipe for slurry outflow, the pipe for slurry inflow and the stabilizer are all arranged on the center pillar and are extended downwardly together with the equipment. After the particular stroke of one center pillar and its pipelines is completed, the flat car is utilized to lock the flange of the center pillar, remove the connecting bolts, move the sliding frame at an upward position and disconnect the center pillar, then the spare pillar is lifted rapidly through the crane for pillar and the connection of the pillars are completed precisely through the control of the manipulator for pillar for the extension process of the center pillar without the need of pipe transportation to the bottom of the shaft. The process is fully mechanized, simple and convenience, fast and has low level of labor requirement, thus the equipment efficiency is increased. 
         [0025]    8. Structurally, according to the present invention, the entire module board employs groups of individual module board units which are constructed and casted together, thus continuous casting can be achieved. The concreting time of the wall is long, the module board can be dissembled and transported conveniently, and the efficiency and quality of the wall casting is increased. 
         [0026]    9. In additional, the center pillar and full face vertical shaft drilling machine according to the present invention is applicable to vertical shaft sinking for different constructions, which includes tunnel excavation, hydropower, nuclear power and underground engineering construction, that the underground construction channel can be open and fast and safe underground construction can be realized. The applicability is wide and is suitable for implementation promotion. 
         [0027]    10. Accordingly, the center pillar and full face vertical shaft drilling machine according to the present invention solves the construction problem of large-scale shaft sinking for coalmines, realizes the parallel operation for construction with automated, mechanized and integrated sets of equipment which includes serial functions of boring and propulsion, slag removal, support and protection, water passage and ventilation. The installation and disassembly process is convenience, the preparation time is saved, the construction efficiency is increased, the construction cost is lowered, and the construction safety is increased while the applicable area is wide. Therefore, very suitable for implementation promotion. 
     
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
         [0028]    The following is a brief description of the preferred embodiments of the present invention with accompanying drawings, wherein: 
           [0029]      FIG. 1  is a schematic diagram of a center pillar and full face vertical shaft drilling machine according to a preferred embodiment of the present invention; 
           [0030]      FIG. 2  a schematic diagram of a main body and its peripherals of a center pillar and full face vertical shaft drilling machine according to a preferred embodiment of the present invention; 
           [0031]      FIG. 3  is a top view illustration of the schematic diagram of the main pillar and its peripherals of a center pillar and full face vertical shaft drilling machine according to a preferred embodiment of the present invention of  FIG. 2 ; 
           [0032]      FIG. 4  is a schematic diagram of a device platform of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
           [0033]      FIG. 5  is a schematic diagram of a derrick of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
           [0034]      FIG. 6  is a schematic diagram of a boring system of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
           [0035]      FIG. 7  is a schematic diagram of a transportation system for people and materials of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
           [0036]      FIG. 8  is a side view illustration of a schematic diagram of a transportation system for people and materials of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
           [0037]      FIG. 9  is a schematic diagram of a support system for wall reinforcement system of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
           [0038]      FIG. 10  is a schematic diagram of a safety system of the center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention; 
       
    
    
       [0039]    The numerical references in the drawings: 
         [0040]      1 . Center pillar;  101 . Main pillar;  102 . Primary hoist rail;  103  secondary hoist rail;  104 . Cable;  105 . Compressed air pipe;  106 . Concrete pipe;  107  clean water pipe;  108 . Pipe for slurry outflow;  109 . Pipe for slurry inflow;  110 . Mounting base for stabilizer;  2 . Device platform;  201 . Fixed platform;  202 . Retractable platform;  202 - 1 . Base platform;  202 - 2 . Small platform;  202 - 3 . Retractable cylinder;  202 - 4 . Seal member;  3 . Derrick;  301 . Main body of derrick;  302 . Sliding frame;  303 . Pillar for sliding frame;  304 . Lifting cylinder;  305 . Movement arrangement;  306 . Crane for pillar;  307 . Manipulator for pillar;  308 . Power station;  309 . Muck chute;  4 . Boring system;  401 . Cutter head;  402 . Retractable shield;  403 . Shield positioning ring;  404 . Main driver;  405 . Operation station;  406 . Shield cylinder;  407 . Guiding pillar;  408 . Propulsion cylinder;  409 . Gripper sliding ring;  410 . Gripper;  411 . Gripper cylinder;  5 . Transportation system for people and materials;  501 . Slurry pump;  502 . Slurry inflow pipe;  503 . Slurry outflow pipe;  504 . Primary vibrating screen;  505 . Secondary vibrating screen;  506 . Tertiary vibrating screen;  507 . Primary hydrocyclone device;  508 . Secondary hydrocyclone device;  509 . Muck storage;  510 . Slurry storage tank;  511 . Rapid feeding device;  512 . Bucket;  513 . Main hoist;  514 . Auxiliary hoist;  515 . Slurry return pipe;  516 . Transportation pump;  517 . Slurry output pipe;  518 . Slurry input pipe;  519 . Primary slurry pump;  520 . Secondary slurry pump;  521 . Primary slurry tank;  525 . Secondary slurry tank;  523 . Cage;  6 . Support system for wall reinforcement;  601 . Auxiliary crane;  602 . Module board;  603 . Transportation concrete pipe;  604 . Buffer;  605 . Concrete mixing tank in the shaft bottom;  606 . Concrete pump;  607 . Grouting pipe;  608 . Concrete sealing ring;  609 . Rig vehicle;  610 . Rig rail;  611 . Lifting cylinder;  612 . multi-functional rig;  613 . Shotcreting manipulator;  614 . Material hoist;  615 . Grouting pump;  7 . Safety system;  701 . Sinking pump;  702 . Power control module;  703 . Ventilation and water passage module;  704 . Stabilizer;  705 . Stabilizing vehicle for sinking pump;  706 . Flat car for shaft cover;  707 . Spare pillar;  8 . Control room. 
       DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT 
     Embodiment 1 
       [0041]    Referring to  FIG. 1  of the drawings, a center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention is illustrated. The machine comprises a center pillar  1 , a device platform  2 , a derrick  3 , a boring system  4 , a transportation system for people and materials  5 , a support system for wall reinforcement  6 , a safety system  7 , and a control room  8 . Each system is constructed by independent equipment. The derrick is installed at a wellhead and the derrick comprises the control room. The center pillar is extended from a well bottom through the wellhead directly while connecting to a sliding frame of the derrick. The boring system is installed at a front end of the center pillar. A plurality of device platforms are installed on the center pillar sequentially from its rear end to its front end. The transportation system for people and materials and the safety system are installed on the device platforms located a rear end of the boring system respectively. The support system for wall reinforcement system is installed on the device platform located at the rear end of the boring system and the surrounding of the device platform. 
         [0042]    Referring to  FIGS. 2-3  of the drawings, the center pillar comprises a plurality segment of main body  101  having a hollow columnar structure which are connected through flanges and fastening members together to form the center pillar. A primary hoist rail  102 , a secondary hoist rail  103 , a cable  104 , a compressed air pipe  105 , a concrete pipe  106 , a clean water pipe  107 , a pipe for slurry outflow  108 , a pipe for slurry inflow  109  and a mounting base for stabilizer  110  are arranged along the peripheral edges of the main body of the center pillar. 
         [0043]    Referring to  FIG. 4  of the drawings, the device platform comprises a fixed platform  201  and a retractable platform  202 , wherein the retractable platform comprises a base platform  202 - 1 , a small platform  202 - 2 , a retractable cylinder  202 - 3  and a seal member  202 - 4 . The retractable platform  202  is installed on a module lining segment. The base platform  202 - 1  is fixedly connected to the center pillar  1 . The retractable cylinder  202 - 3  drives the small platform  202 - 2  to extend or retract. The seal member  202 - 4  prevents pieces of small material from falling through any gap of the platform. 
         [0044]    Referring to  FIG. 5  of the drawings, the derrick comprises a main body of derrick  301 , a sliding frame  302 , an pillar for sliding frame  303 , a lifting cylinder  304 , a movement arrangement  305 , a crane for pillar  306 , a manipulator for pillar  307 , a power station  308 , and a muck chute  309 . The main body of the derrick  301  has a lower portion through which the movement arrangement  305  is installed; and an upper portion on which the pillar for sliding frame  303  and the power station  308  are installed. The pillar for sliding frame  303  serves as a sliding rail for the sliding frame  302 . The lifting cylinder  304  has one end connected to the sliding frame  304  and another end connected to a bottom end of the pillar for sliding frame  303 . The crane for pillar  306  is installed at an upper portion of the main body of derrick  301 . The manipulator for pillar  307  and the muck chute  309  are installed in the lower portion of the derrick. 
         [0045]    Referring to  FIG. 6  of the drawings, the boring system for the vertical shaft drilling comprises a cutter head  401 , a retractable shield  402 , a shield positioning ring  409 , a main driver  404 , an operation station  405 , a shield cylinder  406 , a guiding pillar  407 , a propulsion cylinder  408 , a gripper sliding ring  409 , a gripper  410  and a gripper cylinder  411 . The cutter head  401  is driven by the main driver  404  to process excavation and rock breaking. A plurality of retractable shields  402  are arranged for forming a ring structure to act on the rock firmly through the shield cylinder  406  to produce friction such that anti-torque is provided to the machine. The guiding pillar  407  and the gripper sliding ring  409  are connected through sliding key connection, the gripper  410  is firmly gripped onto the wall surface through the gripper cylinder  411  to product friction such that the gripper  410  and the gripper sliding ring are secured, any rotational movement of the guiding pillar  407  is prevented, the propulsion direction of the machine is stabilized, accessory anti-torque to the retractable shield  402  is provided, and the propulsion cylinder  408  completes reciprocating movement during the excavating process of the gripper. The center pillar  1  is extended along the entire vertical shaft and connects to the main devices and the forward driving force and excavation speed of the machine is controlled through the lifting cylinder  304  of the derrick  3 . Control the retraction movement of the shield cylinder  406  and the gripper cylinder  411  to control the main driver  404  to having shifting movement such that the direction adjustment of the cutter head  401  is achieved, the operation station  405  is located at a lower position of the platform above the gripper, the operation and control is convenience and comfortable. The system design is simple, the control is reliable, is capable of providing sufficient driving force and torque for excavation at high speed and providing effective control on excavation direction such that the quality of shaft formation efficiency and construction is ensured. 
         [0046]    Referring to  FIGS. 7-8  of the drawings, the transportation system for people and materials  5  comprises a slurry pump  501 , a slurry inflow pipe  502 , a slurry outflow pipe  503 , a primary vibrating screen  504 , a secondary vibrating screen  505 , a tertiary vibrating screen  506 , a primary hydrocyclone device  507 , a secondary hydrocyclone device  508 , a muck storage  509 , a slurry storage tank  510 , a rapid feeding device  511 , a bucket  512 , a main hoist  513 , an auxiliary hoist  514 , a slurry return pipe  515 , a transportation pump  516 , a slurry output pipe  517 , a slurry input pipe  518 , a primary slurry pump  519 , a secondary slurry pump  520 , a primary slurry tank  521 , a secondary slurry tank  522  and a cage  523 . Personnel and materials such as steel are transported by auxiliary hoist  514  and the cage  523  for personnel and material transportation between the shaft surface and the shaft bottom. The slag transportation is divided into two parts, which are the dried residue and the fluidic slurry. The slag broken down by the cutter head  401  is carried by the slurry and is suck into the slurry inflow pipe  502  which is deeply inserted into the cutter head through the slurry pump  501 , the slurry is transported to the primary vibrating screen  504  through the slurry outflow pipe  503  to process separation by the primary vibrating screen  504 , some of the large size sediment enters into the muck storage  509  and the slurry after separation enters the primary slurry tank  521 , the primary slurry tank  521  and the secondary slurry tank  522  are inter-connected by interconnecting pipe, the slurry then enters into the secondary slurry tank  522  through the interconnecting pipe, the primary slurry pump  519  at the bottom of the secondary slurry tank  522  providing pumping action to transport the slurry to the primary hydrocyclone device  507  for separation process through action of the primary hydrocyclone device  507 , the slurry after separation process has further separation process through the secondary vibrating screen  505 , the dried sediment enters into the muck storage  509  and the slurry enters into the secondary slurry tank  522  for recycling treatment, the slurry after separation process of the primary hydrocyclone device  507  is transported to the slurry storage tank  510  or the secondary slurry tank  522 , the secondary slurry pump  520  at the bottom of the slurry storage tank  510  provides pumping action to transport the slurry to the secondary hydrocyclone device for separation process through action of the secondary hydrocyclone device  508 , then the slurry after separation process has further separation process through the tertiary vibrating screen  506 , the dried sediment enters into the muck storage  509  and the slurry enters into the slurry storage tank  510 , separation process of the slurry is then processed by the secondary hydrocyclone device  508  and the slurry is transported to the slurry storage tank  510  for storage and future use. The sediment stored inside the muck storage  509  is loaded into the bucket  512  rapidly through the rapid feeding device  511  positioned at a bottom portion and is transported outside the shaft through the main hoist  513 , then is loaded to a vehicle through the muck chute  309  to transport to a predetermined location. The slurry stored inside the slurry storage tank  510  is backflow to the slurry storage of the cutter head through the slurry return pipe  515  for another cycle. The highly concentrated slurry deposited on the bottom of the slurry storage tank  510  is flowing to the transportation pump  516 , passing to the slurry output pipe  517  and the pipe for slurry outflow  108  of the center pillar through the transportation pump  516  to reach a treatment station on the ground surface for arrangement of further processing. The high quality slurry required by the shaft body is transported to the slurry storage tank  510  directly through the slurry input pipe  518  and the pipe for slurry inflow  109  of the center pillar to meet the need of the construction inside the shaft body. The system utilizes the slurry to carry sediments and processes wet and dry separation of slurry and sediments. The people and objects has separate transportation arrangement. The realization of low power consumption and high efficiency slag removal is achieved. Each of the above systems can work together to provide transportation of people, materials, sediments and slurry between the well surface and the well bottom, therefore high efficiency transportation of materials and slag removal for the construction is ensured. 
         [0047]    Referring to  FIG. 9  of the drawings, the support system for wall reinforcement  6  comprises a module building system and an anchoring system. The module building system comprises an auxiliary crane  601 , a module board  602 , a transportation concrete pipe  603 , a buffer  604 , a concrete mixing tank  605  in shaft bottom, a concrete pump  606 , a grouting pipe  607 , and a concrete sealing ring  608 . The anchoring system comprises a rig vehicle  609 , a rig rail  610 , a lifting cylinder  611 , a multi-functional rig  612 , a shotcreting manipulator  613  and a material hoist  614 . The anchoring system further comprises an advanced grouting system and a concrete additives filling apparatus. The advanced grouting system comprises the multi-functional rig  612  and a grouting pump  615 . The auxiliary crane  601  of the module building system is installed on an upper portion of the device platform and is arranged for inverted transportation of the module board  602 . The entire module board  602  is constructed by a plurality groups of individual module board unit which are secured directly onto all sides of the wall. The steel mesh in the lower portion of the module board is constructed manually. The materials, such as steel and steel arch, which is required below the well surface, is transported to the lower portion of the machine through the auxiliary hoist  513 , and then is transported through the material hoist  614  to the construction site. After the manual binding of the steel is completed, the module board at the uppermost level is removed and is transported to a lower modeling location by the auxiliary crane  601  for module building, while the concrete sealing ring  608  is installed, then the grouting pipe  607  is connected to the grouting hole of the module board. Concrete is transported from the ground surface through the concrete pipe  106  of the center pillar, the transportation concrete pipe  603  and the buffer  604  to the concrete mixing tank  605  in the well bottom to process mixing so as to ensure the quality of the concrete. Then, the concrete pump  606  is used pumping the concrete to the inner portion of the module board through the grouting pipe  607  to complete the casting of wall for the shaft. The spray anchoring of the wall is mainly processed by using the multi-functional rig  612  and the shotcreting manipulator  613 . Both of them are installed onto the rig rail  610  through the rig vehicle  609  and are arranged for circular movement to complete the task of anchoring, slurry pouring and spraying around all sides of the wall. The lifting cylinder  611  can control the lifting movement of devices so as to meet the need at different height level. When the geological condition is unstable, the multi-functional rig  609  can adjust its angle to work with the grouting pump  615  to complete the grouting work in the front end and the peripheral of the machine, to reinforce the geological stability in advance and prevent the occurrence of any incidence. 
         [0048]    Referring to  FIG. 10  of the drawings, the safety system  7  comprises a sinking pump  701 , a power control module  702 , a ventilation and water passage module  703 , a stabilizer  704 , a stabilizing vehicle for sinking pump  705 , a flat car for shaft cover  706  and a spare pillar  707 . The power control module  702  comprises a main control room, an oil pump, an electrical cabinets, a transformer, an air compressor, a pumping station, a power cable, a communication cables and cable reel, which provides power source, system control, sealing and lubrication to all the devices of the machine. The ventilation and water passage module  703  comprises a fan, air duct formed inside the hollow portion of the center pillar and clean water pipe. The fan is installed at an inner side of the center pillar. The center pillar is function as an air dryer to blow the polluted air below the well surface to flowing outside the shaft rapidly, that this design is compact and has high air passage efficiency. The piping such as the water pipe and cable is directly installed around the center pillar and is extended together with the center pillar, that the piping extension is simple and fast. The sinking pump  701  is directly hanged at a bottom portion of the machine through the stabilizing vehicle for sinking pump  705  at an upper portion of the derrick. The sinking pump  701  has independent suspension system and transportation passage. The sinking pump  701  has a water inlet which penetrates through the retractable shield to the slurry storage of the cutter head and is arranged for emergent water discharge. The stabilizer  704  is installed in the mounting base for stabilizer of the center pillar, and is arranged for stabilizing the center pillar and the entire machine during the process of excavation. The flat car for shaft cover  706  is installed independently on a rail of the ground surface for closing the opening of the shaft, and is used to support the loading of different devices when the center pillar is extending, and processing piping extension by using the crane for pillar  306  to lift the spare pillar  707 . 
         [0049]    The process of the present invention is as follows: 
         [0050]    The main equipment is hanging onto the derrick  3  which is mounted on the ground surface through the center pillar  1 . Through the lifting cylinder  304 , the sliding frame  302  and the pillar for sliding frame  303  of the derrick, the upward and downward movement of the entire machine is controlled, and the lifting or forward excavation process of the equipment is realized. During excavation, the retractable shield  402  is firmly secured to the wall through gripping by the shield cylinder  406  to stabilize the cutter head  401  and provide anti-torque to other equipment. The gripper cylinder  411  provides gripping force to the gripper  410  to secure onto the wall, thus providing auxiliary anti-torque to the retractable shield to prevent rotational movement of equipment during the excavation process. The main driver  404  is started to drive the cutter head  401  to process excavation and rock breaking and the lifting cylinder  304  on the ground surface is used to control the applied pressure of the cutter head  401  to realize high efficient excavation process. The rock fragment resulted from cutting action of the cutter head  401  is carried by the high speed flowing slurry and is transported by the slurry pump  501  through pumping to the slurry treatment station. Through the primary vibrating screen,  504 , the secondary vibrating screen  505 , the tertiary vibrating screen  506 , the primary hydrocyclone device  507  and the secondary hydrocyclone device  508 , slag and slurry are separated and are arranged to store inside the muck storage  509  and the slurry storage tank  510  respectively. The slag inside the muck storage  509  is loaded into the bucket  512  rapidly through the rapid feeding device  511  at its bottom portion, transported outside to the ground surface through the main hoist  513 , and then loaded to a vehicle through the muck chute  309  to transport to a predetermined location. The slurry stored inside the slurry storage tank  510  is backflow to the cutter head through the slurry return pipe  515  for carrying out another cycle, thus a continuous slag removal process is achieved. The highly concentrated slurry deposited on the bottom of the slurry storage tank  510  is transported to the treatment station on the ground surface through the transportation pump  516 . The deterioration of slurry after a long period of usage in the shaft bottom will occur and require a replacement of new and quality slurry, which is transported through the pipe for slurry inflow  109  of the center pillar and the slurry input pipe  518  to the slurry storage tank. The slurry after deterioration is pumped out through the transportation pump  516 . Thus the replacement of slurry is completed to meet the construction need. 
         [0051]    During the excavation process of the equipment, construction steps such as manual binding of steel, anchoring, spraying and casting steps are processed at the same time. The auxiliary hoist  514  is used to transport the materials required for wall support downward to the shaft. The material hoist  614  is used to distribute the materials to different construction sites. The multifunctional rig  612  is utilized for anchoring construction, manual binding is carried out for steel binding to construct the steel arch, then the shotcreting manipulator  613  is employed for carrying spraying for wall support such that incidences such as wall collapse is prevented. In the rear portion of the equipment, process secondary binding of steel and install the concrete sealing ring  608 , transport the module board  602  by utilizing the auxiliary crane  601  and process casting. Then, connect the grouting pipe  607 , transport concrete from the ground surface through the concrete pipe  106 , the transportation concrete pipe  603  and the buffer  604  to the concrete mixing tank  605  in the shaft. Thereafter, the concrete is pumped through the concrete pump  606  to transport to an inner portion of the module board to complete the wall casting process. 
         [0052]    During the construction process, advanced geological survey is conducted by utilizing the multi-functional rig  612 . If special strata is encountered, the multi-functional rig  612  and the grouting pump  615  are used to carrying out grouting reinforcement for the sides of the wall and the front of the machine. The geological condition is improved and the construction safety is ensured. 
         [0053]    As the equipment is processing excavation continuous at a downward direction, after the particular stroke of the lifting cylinder  304 , the center pillar  1  and the auxiliary pipelines is completed, an extension process of the center pillar is required. Utilize the flat car for shaft cover  706  to lock the flange of the center pillar, remove the connecting bolts, move the sliding frame  302  at a upward position, disconnect the center pillar  1 , hoist the spare pillar  707  rapidly through the crane for pillar  306  and utilize the manipulator for pillar  307  to precisely control and complete the docking of pillars. Thus, the extension of the center pillar  1  and other pipelines is processed. There is no need to transport the pipelines to the bottom of the shaft, the operation is convenience and highly efficient. 
         [0054]    The center pillar and full face vertical shaft drilling machine according to the preferred embodiment of the present invention realizes the simultaneous operation of shaft drilling, support reinforcement and slag removal steps, thereby increasing the construction efficiency of shaft excavation, providing widespread applicability and construction safety. The construction time is shortened, the construction cost is lowered and has great significance for large-scale promotion. 
         [0055]    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.