CN111608678B - Municipal administration pipe jacking device of easy construction - Google Patents
Municipal administration pipe jacking device of easy construction Download PDFInfo
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- CN111608678B CN111608678B CN202010650138.1A CN202010650138A CN111608678B CN 111608678 B CN111608678 B CN 111608678B CN 202010650138 A CN202010650138 A CN 202010650138A CN 111608678 B CN111608678 B CN 111608678B
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000011435 rock Substances 0.000 claims abstract description 51
- 230000005641 tunneling Effects 0.000 claims abstract description 13
- 238000005553 drilling Methods 0.000 claims description 14
- 239000002893 slag Substances 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 230000002035 prolonged effect Effects 0.000 abstract description 4
- 238000005299 abrasion Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 17
- 230000005540 biological transmission Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000004146 energy storage Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
- E21D9/087—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
- F16L1/036—Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being composed of sections of short length
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Earth Drilling (AREA)
Abstract
The invention belongs to the field of pipe jacking, and particularly relates to a municipal pipe jacking device easy to construct, which comprises a cylinder, tool apron A, tool bits, a rotating shaft, a drill bit, a hydraulic column A, a hydraulic column B, a spiral lifting device and the like, wherein one end of the cylinder is rotatably matched with a circular ring A, the circular ring A is fixedly connected with a circular block at the center through six tool apron A which are uniformly distributed in the circumferential direction, and two rows of tool bits which are uniformly distributed in the radial direction are arranged on each tool apron A; according to the invention, the tool apron A and the tool apron B stop tunneling when encountering harder rock layers, the drill bits with the smaller diameters are utilized to punch the working surface of the harder rock layer, so that the strength of the working surface of the harder rock layer is reduced, and then the tool apron A and the tool apron B are driven to drive the tool bits arranged on the tool apron A and the tool bits B to cut and tunnel the working surface of the rock layer which is fully drilled with holes, so that the abrasion of the tool bits on the tool apron A and the tool bits B is effectively reduced, the service life of the tool bits is prolonged, the maintenance cost of the tool bits is reduced, and the efficiency of pipe jacking construction is improved.
Description
Technical Field
The invention belongs to the field of pipe jacking, and particularly relates to a municipal pipe jacking device easy to construct.
Background
The trenchless engineering technology thoroughly solves the problems of damage to urban buildings, road traffic blockage and the like in pipeline embedding construction, and has obvious advantages in soil stabilization and environmental protection. This is very important for cities with heavy traffic, dense population, numerous ground buildings and complex underground pipelines, which will create a clean, comfortable and beautiful environment for the cities.
The pipe-jacking construction is a construction method of underground pipelines developed after shield construction, does not need to excavate a surface layer, and can pass through highways, railways, rivers, ground buildings, underground structures, various underground pipelines and the like. In the pipe jacking construction, by means of the thrust of a main jacking oil cylinder, an inter-pipeline relay and the like, a tool pipe or a heading machine is pushed from a working well through a soil layer until the tool pipe or the heading machine is hoisted in a receiving well. Meanwhile, the pipeline following the tool pipe or the heading machine is buried between the two wells, so that the construction method for laying the underground pipeline without excavating is realized.
In the construction of rock layer pipe jacking, the blade is seriously worn. The jacking head with the larger cross section area makes the jacking pipe construction difficult to advance under the action of front rocks, and the traditional method is to cut small pits on the upper layer of the rocks and crush rock layers from the upper part, so that the jacking pipe tunneling construction efficiency is reduced, and the construction period is prolonged.
If the strength of the large sheet on the top is large enough, the driving of the top with a large section in the rock layer needs a large-power device for driving. Under the condition of considering the cost, most of power equipment cannot meet the requirement that the large-section ejector head can quickly and comprehensively crush and tunnel the rock stratum. On the basis of current power equipment, adopt the drill bit to make a hole on the rock layer working face that the top was tunneled to reduce the intensity of rock layer, the blade on the top of being convenient for is lower to the cutting of rock layer, and the efficiency of construction of this kind of mode is lower.
Therefore, the problems of difficult tunneling and insufficient power of low-cost power equipment exist in the large-section pipe jacking construction of the rock layer, so that the design of the pipe jacking device which is based on the existing power equipment and is convenient for efficient large-section pipe jacking construction is necessary.
The invention designs a municipal pipe jacking device easy to construct, and solves the problems.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention discloses a municipal pipe jacking device easy to construct, which is realized by adopting the following technical scheme.
In the description of the present invention, it should be noted that the terms "inside", "outside", "upper", "lower", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the present invention conventionally use, which are merely for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, or be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
A municipal pipe jacking device easy to construct comprises a cylinder, a circular ring A, tool apron A, tool bits, circular blocks, a cylindrical shell, a gear ring A, a gear ring B, a gear ring C, a gear D, power equipment, a rotating shaft, a drill bit, a gear E, a ring plate A, a hydraulic column A, a ring sleeve C, a hydraulic column B, L rod, a sliding sleeve, a limiting block, a pressure spring, a connecting rod and a spiral lifting device, wherein the circular ring A is rotationally matched with one end of the cylinder, the circular ring A is fixedly connected with the circular blocks at the center through the six tool apron A which are uniformly distributed in the circumferential direction, and two rows of tool bits which are uniformly distributed in the radial direction are arranged on each tool apron A; a cylindrical shell which is positioned in the cylinder and has the same central axis with the cylinder is arranged on the round block; the cylindrical shell is internally and rotatably matched with a gear ring A, a gear ring B and a gear ring C which are the same with the central axis, and the gear ring A is driven to rotate by power equipment arranged in the cylinder; the outer cylindrical tooth surface of the gear ring A and the inner cylindrical tooth surface of the gear ring B are simultaneously meshed with three gears C arranged on the inner wall of the end surface of the cylindrical shell, and the outer cylindrical tooth surface of the gear ring B and the inner cylindrical tooth surface of the gear ring C are simultaneously meshed with three gears D arranged on the inner wall of the end surface of the cylindrical shell; six groups of rotating shafts are rotationally and axially matched in a sliding manner on the cylindrical shell, and each group comprises three rotating shafts which are radially and uniformly distributed and correspond to the gear ring A, the gear ring B and the gear ring C one by one; the inner cylindrical tooth surface of the gear ring A, the inner cylindrical tooth surface of the gear ring B and the inner cylindrical tooth surface of the gear ring C are respectively meshed with gears E arranged on six rotating shafts in the same circle; the drill bit at the end of the rotating shaft is matched with the movable hole on the corresponding cutter seat A.
The ring plate A which is rotationally matched with the six groups of rotating shafts is driven by a plurality of axially telescopic hydraulic columns A which are uniformly arranged in the cylinder in the circumferential direction; the ring sleeve C which is in axial sliding fit with the cylindrical shell and has the same central axis is driven by a plurality of axially telescopic hydraulic columns B which are circumferentially and uniformly arranged in the cylinder; five movable grooves are uniformly distributed on the cylindrical surface of the cylindrical shell in the circumferential direction, a sliding sleeve radially slides in each movable groove, limiting blocks radially slide in two ends of the sliding sleeve, and pressure springs for resetting the corresponding two limiting blocks are mounted in the sliding sleeves; the limiting block positioned on the inner side of the cylindrical shell is matched with five limiting grooves A which are uniformly distributed on the gear ring C in the circumferential direction, and the limiting block positioned on the outer side of the cylindrical shell is matched with five limiting grooves B which are uniformly distributed on the inner wall of the cylinder in the circumferential direction; five sliding blocks which are uniformly distributed in the circumferential direction and radially slide on the end face of the cylindrical shell correspond to the five sliding sleeves one by one, and the sliding blocks are connected with the corresponding sliding sleeves through L-shaped rods; the sliding block is hinged with the ring sleeve C through a connecting rod; a spiral lifting device for cleaning silt is arranged in the cylinder.
As a further improvement of the technology, each rotating shaft is installed in a corresponding shaft groove a on the cylindrical shell, each rotating shaft can rotate around the axis of the rotating shaft in the shaft groove a and axially slide, and the circular ring a rotates in a circular groove a on the outer side of one end of the cylinder; a ring sleeve D is arranged on the cylindrical surface of the ring groove A, a ring groove B is formed in the inner wall of the ring A, and the ring sleeve D rotates in the ring groove B; the cylindrical shell is arranged on the round block through the connecting column so as to increase the distance between the cylindrical shell and the cutter holder A. The middle part of the round block is provided with the cutter holder B which protrudes outwards, and the cutter holder B is symmetrically provided with two rows of cutter heads which are uniformly distributed, so that the rock stratum at the middle part of the round block is broken under the cutting of the cutter heads on the cutter holder B, the continuous tunneling of the guide seat A and the round block is not hindered, and the tunneling efficiency of the rock stratum is improved. The rotating shaft is matched with the shaft groove B on the ring plate A in a rotating mode, and the ring sleeve A arranged on the rotating shaft rotates in the ring groove C on the inner wall of the corresponding shaft groove B.
As a further improvement of the technology, the inner cylindrical tooth surface of the gear ring A is meshed with three gears B which are arranged on the inner wall of the end surface of the cylindrical shell and are uniformly distributed in the circumferential direction; the power equipment is arranged on a fixed plate B in the cylinder, and an output shaft of the power equipment is in rotating fit with a circular groove B in the center of the fixed plate A arranged in the cylinder; an output shaft of the power equipment penetrates through a circular groove A on the end face of the cylindrical shell, and a gear A arranged on the output shaft of the power equipment is meshed with the three gears B. The fixing plate B provides a fixed position for the installation of the power equipment, the fixing plate A provides a fixed position for the installation of the hydraulic column A and the hydraulic column B, and meanwhile, the fixing plate A in rotary fit with the output shaft of the power equipment forms effective support for the output shaft of the power equipment, so that the strength of the output shaft of the power equipment is enhanced.
As a further improvement of the technology, the ring plate A is positioned in the cylindrical shell, and a shaft sleeve arranged on the ring plate A is nested on an output shaft of the power equipment and is in axial sliding fit with the circular groove A on the cylindrical shell; the tail end of the shaft sleeve is provided with a ring plate B, and a ring plate C with the same central axis is rotatably matched on the ring plate B; one end of the hydraulic column A is connected with the annular plate C, and the other end of the hydraulic column A is connected with the fixed plate A; a circular groove A of the cylindrical shell is provided with a ring sleeve B with the same central axis, a ring sleeve C is nested on the ring sleeve B, and the ring sleeve C is in axial sliding fit with the ring sleeve B; the ring sleeve C and a ring plate F arranged in the cylinder rotate in the circumferential direction and are in axial sliding fit; one end of the ring sleeve C is provided with a ring plate D, and a ring plate E is rotatably matched on the ring plate D; one end of the hydraulic column B is connected with the annular plate E, and the other end of the hydraulic column B is connected with the fixing plate A; the spiral lifting device is arranged at the slag discharge groove on the fixed plate A, the fixed plate B and the ring plate F.
As a further improvement of the technology, a trapezoidal guide ring A is arranged on the gear ring A and rotates in an annular trapezoidal guide groove A on the inner wall of the end face of the cylindrical shell; a trapezoidal guide ring B is arranged on the gear ring B and rotates in an annular trapezoidal guide groove B on the inner wall of the end face of the cylindrical shell; a trapezoidal guide ring C is arranged on the gear ring C and rotates in an annular trapezoidal guide groove C on the inner wall of the cylindrical surface of the cylindrical shell; a trapezoidal guide block is arranged on the sliding block and radially slides in a trapezoidal guide groove D on the end face of the cylindrical shell; a trapezoidal guide ring D is arranged on the ring plate C and rotates in an annular trapezoidal guide groove E on the ring plate B; the ring plate E is provided with a trapezoidal guide ring E which rotates in an annular trapezoidal guide groove F on the ring plate D; two guide blocks A are symmetrically arranged on the inner wall of the ring sleeve C, and the two guide blocks A slide in two guide grooves A on the ring sleeve B respectively. The matching of the guide groove A and the guide block A ensures that the ring sleeve B and the ring sleeve C only generate relative axial sliding and cannot generate relative rotation. Two guide blocks B are symmetrically arranged on the limiting block and respectively slide in two guide grooves B on the inner wall of the corresponding sliding sleeve. The cooperation of guide block B and guide way B guarantees that the stopper can not break away from the sliding sleeve, and guarantees that the pressure spring who is arranged in the sliding sleeve is in compression energy storage state all the time. Two ends of the pressure spring are respectively connected with the two corresponding limiting blocks.
As a further improvement of the technology, firstly, a hydraulic column B is started to lock the relative rotation of the cylindrical shell and the gear ring C, and power equipment is started to drive a round block to drive cutter heads on a cutter holder A and the cutter holder B to cut and tunnel a rock stratum working face in front; secondly, unlocking the relative rotation locking of the cylindrical shell and the gear ring C, locking the relative rotation of the cylindrical shell and the cylinder, driving the rotating shaft to drive the drill bit to feed and drill the rock stratum working surface by starting power equipment, and retracting the drill bit after drilling; and finally, locking the relative rotation of the cylindrical shell and the gear ring C again, and starting power equipment to carry out normal tunneling.
Compared with the traditional pipe jacking equipment, the tool apron A and the tool apron B stop tunneling when meeting harder rock layers, drill bits with a plurality of rotating shafts with smaller diameters are used for punching the harder rock layer working face, so that the strength of the harder rock layer working face is reduced, then the tool apron A and the tool apron B are driven to drive the tool bits arranged on the tool apron A and the tool bits B to cut and tunnel the rock layer working face which is fully drilled, the abrasion of the tool bits on the tool apron A and the tool bits on the tool apron B is effectively reduced, the service life of the tool bits is prolonged, the maintenance cost of the tool bits is reduced, and the efficiency of pipe jacking construction is improved. Meanwhile, the tunneling of a harder rock working face can be completed by effectively utilizing power equipment with lower power through the mode of reducing the rock strength by drilling with a drill bit on the rotating shaft, the efficiency of pipe jacking construction is further improved, and the cost of the power equipment is reduced. The invention has simple structure and better use effect.
Drawings
Fig. 1 is an overall schematic view of the present invention.
Fig. 2 is an overall sectional view of the present invention.
FIG. 3 is a schematic cross-sectional view of the cylindrical shell, the rotating shaft, the gear E, the gear ring A, the gear ring B and the gear ring C.
FIG. 4 is a cross-sectional view of gear A, gear B, gear ring A, gear C, gear ring B, gear D and gear ring C.
FIG. 5 is a schematic view of the section of the cylindrical shell, the limiting block, the sliding sleeve, the limiting block and the gear ring C.
Fig. 6 is a schematic cross-sectional view of a cylinder and its cylinder.
FIG. 7 is a schematic cross-sectional view of the circular ring A, the tool holder A, the tool bit, the tool holder B, and the circular block.
Fig. 8 is a schematic cross-sectional view of a cylindrical shell and its two viewing angles.
Fig. 9 is a sectional schematic view of the ring gear C and its.
Fig. 10 is a schematic cross-sectional view of the ring plate a.
Fig. 11 is a schematic sectional view of the ring plate B.
Fig. 12 is a schematic cross-sectional view of the cuff B.
Fig. 13 is a schematic cross-sectional view of the ring plate D.
Fig. 14 is a cross-sectional view of the fixing plate a, the ring plate F, the fixing plate B and three of them.
FIG. 15 is a schematic view of the fitting of the ring C, the connecting rod, the sliding block, the L-bar and the sliding sleeve.
Number designation in the figures: 1. a cylinder; 2. a ring groove A; 3. a limiting groove B; 4. a circular ring A; 5. a ring groove B; 6. a tool apron A; 7. a movable hole; 8. a cutter head; 9. a tool apron B; 10. a round block; 11. connecting columns; 12. a cylindrical shell; 13. a circular groove A; 14. a shaft groove A; 15. a trapezoidal guide groove A; 16. a trapezoidal guide groove B; 17. a trapezoidal guide groove C; 18. a trapezoidal guide groove D; 19. a movable groove; 20. a gear ring A; 21. a trapezoidal guide ring A; 22. a gear ring B; 23. a trapezoidal guide ring B; 24. a ring gear C; 25. a trapezoidal guide ring C; 26. a gear B; 27. a gear C; 28. a gear D; 29. a gear A; 31. a power plant; 32. a rotating shaft; 33. a drill bit; 34. a gear E; 35. a ring sleeve A; 36. a ring plate A; 37. a shaft groove B; 38. a ring groove C; 39. a shaft sleeve; 40. a ring plate B; 41. a trapezoidal guide groove E; 42. a ring plate C; 43. a trapezoidal guide ring D; 44. a hydraulic column A; 45. fixing a plate A; 46. a ring sleeve B; 47. a guide groove A; 48. c, sleeving a ring sleeve; 49. a guide block A; 50. a ring plate D; 51. a trapezoidal guide groove F; 52. a ring plate E; 53. a trapezoidal guide ring E; 54. a hydraulic column B; 55. a ring plate F; 56. a slag discharge groove; 57. a fixing plate B; 58. a slider; 59. a trapezoidal guide block; 60. an L-bar; 61. a sliding sleeve; 62. a guide groove B; 63. a limiting block; 64. a guide block B; 65. a pressure spring; 66. a connecting rod; 67. a limiting groove A; 68. a spiral lifting device; 69. a ring sleeve D; 70. and a circular groove B.
Detailed Description
The drawings are schematic illustrations of the implementation of the present invention to facilitate understanding of the principles of structural operation. The specific product structure and the proportional size are determined according to the use environment and the conventional technology.
As shown in fig. 1, 2 and 3, the device comprises a cylinder 1, a circular ring a4, a tool apron A6, a tool bit 8, a circular block 10, a cylindrical shell 12, a gear ring a20, a gear ring B22, a gear ring C24, a gear C27, a gear D28, power equipment 31, a rotating shaft 32, a drill 33, a gear E34, a ring plate a36, a hydraulic column a44, a ring sleeve C48, a hydraulic column B54, an L rod 60, a sliding sleeve 61, a limiting block 63, a pressure spring 65, a connecting rod 66 and a spiral lifting device 68, wherein as shown in fig. 1, 2 and 7, one end of the cylinder 1 is rotatably fitted with the circular ring a4, the circular ring a4 is fixedly connected with the circular block 10 at the center through six tool aprons A6 which are uniformly distributed in the circumferential direction, and two rows of tool bits 8 which are uniformly distributed in the radial direction are mounted on each tool apron A6; as shown in fig. 2, 3 and 4, a cylindrical shell 12 which is positioned in the cylinder 1 and has the same central axis as the cylinder 1 is mounted on the round block 10; a gear ring A20, a gear ring B22 and a gear ring C24 which are coaxially matched with each other are rotationally matched in the cylindrical shell 12, and the gear ring A20 is driven to rotate by a power device 31 arranged in the cylinder 1; the outer cylindrical tooth surface of the gear ring A20 and the inner cylindrical tooth surface of the gear ring B22 are simultaneously meshed with three gears C27 arranged on the inner wall of the end surface of the cylindrical shell 12, and the outer cylindrical tooth surface of the gear ring B22 and the inner cylindrical tooth surface of the gear ring C24 are simultaneously meshed with three gears D28 arranged on the inner wall of the end surface of the cylindrical shell 12; six groups of rotating shafts 32 are rotatably and axially matched with the cylindrical shell 12 in a sliding manner, and each group comprises three rotating shafts 32 which are uniformly distributed in the radial direction and correspond to the gear ring A20, the gear ring B22 and the gear ring C24 one by one; the inner cylindrical tooth surface of the ring gear A20, the inner cylindrical tooth surface of the ring gear B22 and the inner cylindrical tooth surface of the ring gear C24 are respectively meshed with gears E34 mounted on six rotating shafts 32 in the same circle; as shown in fig. 2, 3 and 7, the drill bit 33 at the end of the spindle 32 is engaged with the movable hole 7 of the corresponding seat a 6.
As shown in fig. 2 and 4, the ring plate a36 rotationally engaged with the six sets of rotating shafts 32 is driven by a plurality of axially telescopic hydraulic columns a44 which are circumferentially and uniformly installed in the cylinder 1; a ring sleeve C48 which is axially matched with the cylindrical shell 12 in a sliding way and has the same central axis is driven by a plurality of axially telescopic hydraulic columns B54 which are circumferentially and uniformly arranged in the cylinder 1; as shown in fig. 3, 5 and 8, five movable grooves 19 are uniformly distributed on the cylindrical surface of the cylindrical shell 12 in the circumferential direction, a sliding sleeve 61 radially slides in each movable groove 19, limiting blocks 63 radially slide in both ends of the sliding sleeve 61, and pressure springs 65 for resetting the corresponding two limiting blocks 63 are installed in the sliding sleeve 61; as shown in fig. 5, 6 and 9, the limiting block 63 located inside the cylindrical shell 12 is matched with five limiting grooves a67 uniformly distributed in the circumferential direction on the gear ring C24; the limiting block 63 positioned on the outer side of the cylindrical shell 12 is matched with five limiting grooves B3 which are uniformly distributed on the inner wall of the cylinder 1 in the circumferential direction; as shown in fig. 2, 3 and 15, five sliding blocks 58 which are circumferentially and uniformly distributed and radially slide on the end surface of the cylindrical shell 12 correspond to five sliding sleeves 61 one by one, and the sliding blocks 58 are connected with the corresponding sliding sleeves 61 through L-shaped rods 60; the sliding block 58 is hinged with the ring sleeve C48 through a connecting rod 66; as shown in fig. 2, a spiral lifting device 68 for cleaning sediment is installed in the cylinder 1.
As shown in fig. 2, 6 and 8, each of the rotating shafts 32 is mounted in a corresponding shaft groove a14 on the cylindrical shell 12, each rotating shaft 32 can rotate around its own axis and slide axially in the shaft groove a14, and the ring a4 rotates in the ring groove a2 on the outer side of one end of the cylinder 1; as shown in fig. 2, 6 and 7, a ring sleeve D69 is mounted on the cylindrical surface of the ring groove a2, a ring groove B5 is formed on the inner wall of the ring a4, and the ring sleeve D69 rotates in the ring groove B5; as shown in fig. 2 and 4, the cylindrical shell 12 is mounted on the round block 10 through the connecting column 11 to increase the distance between the cylindrical shell 12 and the tool seat a 6. As shown in fig. 2 and 7, the middle of the round block 10 is provided with a convex cutter seat B9, and the cutter seat B9 is symmetrically provided with two rows of cutter heads 8 which are uniformly distributed, so that the rock stratum at the middle of the round block 10 is cut by the cutter heads 8 on the cutter seat B9 and is broken, no obstruction is formed on the continuous tunneling of the guide seat a and the round block 10, and the tunneling efficiency of the rock stratum is improved. As shown in fig. 3 and 10, the rotating shaft 32 is rotatably engaged with the shaft groove B37 of the ring plate a36, and the ring A35 mounted on the rotating shaft 32 is rotated in the ring groove C38 on the inner wall of the corresponding shaft groove B37.
As shown in fig. 2, 4 and 14, the inner cylindrical tooth surface of the gear ring a20 is meshed with three gears B26 which are installed on the inner wall of the end surface of the cylindrical shell 12 and are uniformly distributed in the circumferential direction; the power device 31 is arranged on a fixed plate B57 in the cylinder 1, and an output shaft of the power device 31 is in rotating fit with a circular groove B70 at the center of a fixed plate A45 arranged in the cylinder 1; the output shaft of the power unit 31 passes through a circular groove a13 on the end face of the cylindrical shell 12, and a gear a29 mounted on the output shaft of the power unit 31 meshes with three gears B26. The fixing plate B57 provides a fixed position for the installation of the power equipment 31, the fixing plate A45 provides a fixed position for the installation of the hydraulic column A44 and the hydraulic column B54, and meanwhile, the fixing plate A45 which is rotationally matched with the output shaft of the power equipment 31 effectively supports the output shaft of the power equipment 31, so that the strength of the output shaft of the power equipment 31 is enhanced.
As shown in fig. 2 and 4, the ring plate a36 is located in the cylindrical shell 12, and the shaft sleeve 39 mounted on the ring plate a36 is nested on the output shaft of the power device 31 and is axially and slidably matched with the circular groove a13 on the cylindrical shell 12; a ring plate B40 is arranged at the tail end of the shaft sleeve 39, and a ring plate C42 which is the same as the central axis is rotatably matched on the ring plate B40; one end of a hydraulic column A44 is connected with the annular plate C42, and the other end is connected with the fixing plate A45; as shown in fig. 2, 4 and 8, a ring sleeve B46 with the same central axis is installed at a circular groove a13 of the cylindrical shell 12, the ring sleeve C48 is nested on the ring sleeve B46, and the ring sleeve C48 is axially matched with the ring sleeve B46 in a sliding manner; the ring sleeve C48 is in circumferential rotation and axial sliding fit with a ring plate F55 arranged in the cylinder 1; one end of the ring sleeve C48 is provided with a ring plate D50, and a ring plate E52 is rotatably matched on the ring plate D50; one end of a hydraulic column B54 is connected with the annular plate E52, and the other end is connected with the fixing plate A45; as shown in fig. 2 and 14, the spiral elevating means 68 is installed at the slag discharge groove 56 on the fixing plate a45, the fixing plate B57 and the ring plate F55.
As shown in fig. 3 and 8, a trapezoidal guide ring a21 is mounted on the ring gear a20, and a trapezoidal guide ring a21 rotates in an annular trapezoidal guide groove a15 on the inner wall of the end face of the cylindrical shell 12; a trapezoidal guide ring B23 is mounted on the gear ring B22, and a trapezoidal guide ring B23 rotates in an annular trapezoidal guide groove B16 on the inner wall of the end face of the cylindrical shell 12; a trapezoidal guide ring C25 is mounted on the gear ring C24, and the trapezoidal guide ring C25 rotates in an annular trapezoidal guide groove C17 on the inner wall of the cylindrical surface of the cylindrical shell 12; the slide block 58 is provided with a trapezoidal guide block 59, and the trapezoidal guide block 59 radially slides in a trapezoidal guide groove D18 on the end face of the cylindrical shell 12; as shown in fig. 4 and 11, a trapezoidal guide ring D43 is mounted on the ring plate C42, and the trapezoidal guide ring D43 rotates in an annular trapezoidal guide groove E41 on the ring plate B40; as shown in fig. 4 and 13, a trapezoidal guide ring E53 is mounted on the ring plate E52, and the trapezoidal guide ring E53 rotates in an annular trapezoidal guide groove F51 on the ring plate D50; as shown in fig. 3, 12 and 15, two guide blocks a49 are symmetrically arranged on the inner wall of the ring sleeve C48, and the two guide blocks a49 slide in two guide grooves a47 on the ring sleeve B46 respectively. The cooperation of guide a47 with guide block a49 ensures that only relative axial sliding and no relative rotation occurs between ring B46 and ring C48. As shown in fig. 5, two guide blocks B64 are symmetrically installed on the stop block 63, and the two guide blocks B64 respectively slide in two guide grooves B62 on the inner wall of the corresponding sliding sleeve 61. The cooperation of the guide block B64 and the guide groove B62 ensures that the stop block 63 does not disengage from the sliding sleeve 61, and ensures that the pressure spring 65 located in the sliding sleeve 61 is always in a compressed energy storage state. Two ends of the pressure spring 65 are respectively connected with the two corresponding limiting blocks 63.
As shown in fig. 1, 2 and 3, firstly, the hydraulic column B54 is started to lock the relative rotation between the cylindrical shell 12 and the gear ring C24, and the power device 31 is started to drive the round block 10 to drive the tool post a6 and the tool bit 8 on the tool post B9 to cut and tunnel the front rock working face; secondly, unlocking the relative rotation locking of the cylindrical shell 12 and the gear ring C24, locking the relative rotation of the cylindrical shell 12 and the cylinder 1, driving the rotating shaft 32 to drive the drill bit 33 to feed and drill a rock stratum working surface by starting the power equipment 31, and retracting the drill bit 33 after the drilling is finished; finally, the relative rotation of the cylindrical shell 12 and the ring gear C24 is locked again, and the power unit 31 is started to perform normal excavation.
In the invention, a large gap is formed between the inner wall of the cylinder 1 and the outer cylindrical surface of the cylindrical shell 12, so that rock stratum scraps and silt cut by the cutter head 8 can reach the spiral lifting device 68 through the gap between the inner wall of the cylinder 1 and the outer cylindrical surface of the cylindrical shell 12, and further can be timely and effectively cleaned by the spiral lifting device 68.
The power plant 31 and the screw lift 68 of the present invention are both of the prior art.
The working process of the invention is as follows: in the initial state, the drill 33 is located in the movable hole 7 of the corresponding tool apron a6, the stop block 63 located inside the cylindrical shell 12 in the sliding sleeve 61 is inserted into the corresponding stop groove a67 of the gear ring C24 to lock the relative rotation of the gear ring C24 and the cylindrical shell 12, the stop block 63 located outside the cylindrical shell 12 in the sliding sleeve 61 is not inserted into the stop groove B3 on the inner wall of the cylinder 1, and the stop block 63 located outside the cylindrical shell 12 is opposite to the corresponding stop groove B3 on the inner wall of the cylinder 1.
When the pipe jacking construction method is used for pipe jacking construction, the power equipment 31 is started firstly, the output shaft of the power equipment 31 drives the gear A29 to rotate, the gear A29 drives the gear ring A20 to rotate relative to the cylindrical shell 12 through the three gears B26, the gear ring A20 drives the gear ring B22 to rotate relative to the cylindrical shell 12 through the three gears C27, and the gear ring B22 drives the gear ring C24 to rotate relative to the cylindrical shell 12 through the three gears D28. Since the relative rotation of ring gear C24 and cylinder shell 12 is locked by five stoppers 63, ring gear C24 does not rotate relative to cylinder shell 12 but brings cylinder shell 12 into synchronous rotation relative to cylinder 1. The cylindrical shell 12 drives six tool apron A6 and tool apron B9 to rotate through the connecting column 11 and the round block 10, the six tool apron A6 drives the circular ring A4 to rotate relative to the cylinder 1, and the tool bits 8 on the tool apron A6 and the tool apron B9 drill and tunnel a rock stratum working face.
Meanwhile, the cylindrical shell 12 drives all the rotating shafts 32 and the drill bits 33 on the rotating shafts 32 to revolve around the central axis of the circular block 10, the cylindrical shell 12 drives the ring plate D50 to rotate relative to the ring plate E52 through the ring sleeve B46 and the ring sleeve C48 which are axially slidably matched with each other, and the all the rotating shafts 32 drive the ring plate B40 to rotate relative to the ring plate C42 through the ring plate a36 and the shaft sleeve 39 which are rotationally matched with the rotating shafts.
When the cutter head 8 on the cutter seat A6 and the cutter seat B9 meets hard rock stratum working faces and drilling and tunneling are difficult, all the hydraulic columns B54 are controlled to extend, the hydraulic columns B54 simultaneously drive five sliding blocks 58 to slide on the end face of the cylindrical shell 12 in the direction away from the central axis of the cylinder 1 along the radial direction through a ring sleeve C48 and five connecting rods 66, the five sliding blocks 58 respectively drive corresponding sliding sleeves 61 to synchronously move through corresponding L-shaped rods 60, each sliding sleeve 61 drives corresponding two limiting blocks 63 to synchronously move through a pressure spring 65 and a guide block B64, and the five limiting blocks 63 close to the central axis of the cylinder 1 are quickly separated from corresponding limiting grooves A67 and lock the gear ring C24 and the cylindrical shell 12 to rotate relatively. If the five limit blocks 63 far away from the central axis of the cylinder 1 are not opposite to the corresponding limit grooves B3 on the inner wall of the cylinder 1, the five limit blocks 63 far away from the central axis of the cylinder 1 will quickly abut against the inner wall of the cylinder 1, and the pressure spring 65 is further compressed to store energy. With the continuous rotation of the cylindrical shell 12, the five limit blocks 63 far away from the central axis of the cylinder 1 finally respectively oppose the corresponding limit grooves B3 and are instantly inserted into the corresponding limit grooves B3 under the reset action of the corresponding pressure springs 65 to complete the locking of the relative rotation of the cylindrical shell 12 and the cylinder 1. If the five limit blocks 63 far away from the central axis of the cylinder 1 are right opposite to the corresponding limit grooves B3 on the inner wall of the cylinder 1, the five limit blocks 63 far away from the central axis of the cylinder 1 are quickly inserted into the corresponding limit grooves B3 to quickly complete the locking of the relative rotation of the cylinder shell 12 and the cylinder 1.
At the moment when the relative rotation of the cylinder case 12 and the cylinder 1 is locked, the rotation of the cylinder case 12 with respect to the cylinder 1 is stopped, the rotation of the tool holder a6 and the tool holder B9 is stopped, and the entire rotary shaft 32 and the drill 33 are stopped from revolving around the central axis of the cylinder 1. The output shaft of the power device 31 drives the gear A29 to rotate relative to the cylindrical shell 12, the gear A29 drives the three gears B26 to rotate, the three gears B26 drives the gear ring A20 to rotate relative to the cylindrical shell 12, and the gear ring A20 drives the three gears C27 meshed with the gear ring A and six gears E34 in the same circle to rotate. The three gears C27 drive the gear ring B22 to rotate relative to the cylindrical shell 12, and the gear ring B22 drives the three gears D28 meshed with the gear ring and six gears E34 in the same circle to rotate. The three gears D28 drive the ring gear C24 to rotate relative to the cylindrical shell 12, and the ring gear C24 drives the six gears E34 which are meshed with and in the same circle to rotate. Six sets of eighteen shafts 32 are driven by gears E34 to rotate relative to cylindrical shell 12.
And starting all the hydraulic columns A44 to perform extension movement, driving all the rapidly-rotating shafts 32 to axially move towards the rock stratum working face relative to the cylindrical shell 12 by the hydraulic columns A44 through the shaft sleeve 39 and the ring plate A36, and driving the drill bit 33 at the tail end of the rotating shafts 32 to drill the rock stratum working face. When the drilling depth of the drill bit 33 reaches the requirement, all the hydraulic columns A44 are controlled to perform contraction movement, and the hydraulic columns A44 drive the drill bit 33 on the rotating shaft 32 to quickly break away from the drilling hole on the rock stratum working surface through the shaft sleeve 39 and the ring plate A36. And then all the hydraulic columns B54 are started to perform contraction movement, the hydraulic columns B54 drive the five limit blocks 63 far away from the central axis of the cylinder 1 to quickly separate from the corresponding limit grooves B3 through a series of transmission, the locking of the relative rotation of the cylinder shell 12 and the cylinder 1 is released, and meanwhile, the five limit blocks 63 close to the central axis of the cylinder 1 quickly move towards the gear ring C24.
If the five stoppers 63 near the central axis of the cylinder 1 are not opposed to the corresponding stopper grooves a67 on the inner wall of the cylinder 1, the five stoppers 63 near the central axis of the cylinder 1 are quickly abutted against the ring gear C24, and the pressure spring 65 is further compressed to store energy. With the gear ring C24 continuing to rotate relative to the cylindrical shell 12, the five limit blocks 63 near the central axis of the cylinder 1 finally respectively oppose the corresponding limit grooves a67 and are momentarily inserted into the corresponding limit grooves a67 under the reset action of the corresponding pressure springs 65 to complete the locking of the relative rotation of the cylindrical shell 12 and the gear ring C24. If the five limit blocks 63 close to the central axis of the cylinder 1 are just opposite to the corresponding limit grooves A67 on the gear ring C24, the five limit blocks 63 close to the central axis of the cylinder 1 are quickly inserted into the corresponding limit grooves A67 to quickly lock the relative rotation of the cylinder shell 12 and the gear ring C24. While the gear ring C24 and the cylindrical shell 12 are locked in relative rotation, the power device 31 drives the cylindrical shell 12 to rotate relative to the cylinder 1 through a series of transmissions, and the cylindrical shell 12 drives five limiting blocks 63 far away from the central axis of the cylinder 1 through five sliding sleeves 61 to be staggered with corresponding limiting grooves B3 and move towards the direction of the next limiting groove B3. When the limiting blocks 63 are not opposite to the corresponding limiting grooves B3, all the hydraulic columns B54 are started to perform extension movement, the hydraulic columns B54 drive the five limiting blocks 63 far away from the central axis of the cylinder 1 to quickly abut against the inner wall of the cylinder 1 through a series of transmission, the pressure spring 65 is further compressed to store energy, the five limiting blocks 63 close to the central axis of the cylinder 1 quickly separate from the corresponding limiting grooves A67, and the locking of the gear ring C24 and the cylinder shell 12 in relative rotation is released. When the five limit blocks 63 far away from the central axis of the cylinder 1 are opposite to the corresponding limit grooves B3, the five limit blocks 63 far away from the central axis of the cylinder 1 are instantaneously inserted into the corresponding limit grooves B3 under the reset action of the corresponding pressure springs 65 and complete the locking of the relative rotation of the cylinder shell 12 and the cylinder 1. At this time, the power device 31 drives all the drill bits 33 to rotate rapidly through a series of transmission, all the rotating shafts 32 and the drill bits 33 on the rotating shafts 32 revolve around the central axis of the cylinder 1 by 72 degrees on the basis of the previous drilling, and the drill bits 33 revolve to between two adjacent drilling holes on the same circle. The entire hydraulic column a44 is activated to perform the extension movement again, and the hydraulic column a44 drives the entire drill bit 33 through a series of transmissions to drill the formation face again. Since the six sets of boreholes drilled this time are staggered from the six previously drilled sets of boreholes.
Thus, the relative rotation between the cylindrical shell 12 and the cylinder 1 is locked and unlocked continuously for four times, so that the drilled holes drilled by the six groups of drill bits 33 at each time are staggered with the previous six groups of drilled holes, the radian between two adjacent drilled holes on the same circle is smaller and does not coincide, the density of the drilled holes on the rock stratum working face is increased, the actual action area of the rock stratum working face and the tool bit 8 is effectively reduced, and the tool bit 8 on the tool bit A6 and the tool bit B9 can drill and tunnel harder rock strata more easily. When the drill bit 33 finishes drilling and retracts to the initial position, all the hydraulic columns B54 are started to retract, the hydraulic columns B54 drive five limiting blocks 63 close to the central axis of the cylinder 1 through a series of transmissions to quickly lock the gear ring C24 and the cylinder shell 12 to rotate relatively, and the power equipment 31 drives the cutter head 8 on the cutter seat A6 and the cutter seat B9 to efficiently drill and tunnel the rock stratum working face full of drilled holes through a series of transmissions.
The actual action area of the cutter head 8 on the rock stratum working face, the cutter seat A6 and the cutter seat B9 is effectively reduced by drilling holes in the rock stratum working face, so that the cutter head 8 can drill and tunnel the rock stratum more easily, and the working efficiency of pipe jacking construction is improved.
During the drilling and excavation of the rock formation, rock formation debris or silt is conveyed to the ground by the spiral lifting device 68 for deslagging. When the pipe jacking construction is finished, the operation of the power equipment 31 is stopped.
In conclusion, the beneficial effects of the invention are as follows: according to the invention, the cutter seat A6 and the cutter seat B9 stop tunneling when encountering harder rock layers, the drill bits 33 of the plurality of rotating shafts 32 with smaller diameters are used for drilling the working surface of the harder rock layers, so that the strength of the working surface of the harder rock layers is reduced, then the cutter seat A6 and the cutter seat B9 are driven to drive the cutter head 8 arranged on the cutter seat A6 and the cutter seat B9 to cut and tunnel the working surface of the rock layers which are fully drilled, the abrasion of the cutter head 8 on the cutter seat A6 and the cutter seat B9 is effectively reduced, the service life of the cutter head 8 is prolonged, the maintenance cost is reduced, and the efficiency of pipe jacking construction is improved. Meanwhile, the driving of the working face of a harder rock stratum can be completed by effectively utilizing the power equipment 31 with lower power through the mode of reducing the rock stratum strength by drilling with the drill bit 33 on the rotating shaft 32, the efficiency of pipe jacking construction is further improved, and the cost of the power equipment 31 is reduced.
Claims (6)
1. The utility model provides an easy municipal administration push pipe device of being under construction which characterized in that: the device comprises a cylinder, a circular ring A, tool apron A, tool bits, round blocks, a cylinder shell, a gear ring A, a gear ring B, a gear ring C, a gear D, power equipment, a rotating shaft, a drill bit, a gear E, a ring plate A, a hydraulic column A, a ring sleeve C, a hydraulic column B, L rod, a sliding sleeve, a limiting block, a pressure spring, a connecting rod and a spiral lifting device, wherein one end of the cylinder is rotatably matched with the circular ring A, the circular ring A is fixedly connected with the round blocks at the center through six tool apron A which are uniformly distributed in the circumferential direction, and two rows of tool bits which are uniformly distributed in the radial direction are arranged on each tool apron A; a cylindrical shell which is positioned in the cylinder and has the same central axis with the cylinder is arranged on the round block; the cylindrical shell is internally and rotatably matched with a gear ring A, a gear ring B and a gear ring C which are the same with the central axis, and the gear ring A is driven to rotate by power equipment arranged in the cylinder; three gears C which are uniformly distributed in the circumferential direction are rotatably arranged on the inner wall of the end face of the cylindrical shell, the axes of the three gears C are parallel to the axis of the cylindrical shell, a gear ring A is arranged on the inner side of each of the three gears C, a gear ring B is arranged on the outer side of each of the three gears C, and the outer cylindrical tooth surface of the gear ring A and the inner cylindrical tooth surface of the gear ring B are simultaneously meshed with the three gears C arranged on the inner wall of the end face of the cylindrical shell; the three gears D are rotatably arranged on the inner wall of the end face of the cylindrical shell, the three gears D are uniformly distributed in the circumferential direction, the axes of the three gears D are parallel to the axis of the cylindrical shell, the gear ring B is arranged on the inner side of the three gears D, the gear ring C is arranged on the outer side of the three gears D, and the outer cylindrical tooth surface of the gear ring B and the inner cylindrical tooth surface of the gear ring C are simultaneously meshed with the three gears D arranged on the inner wall of the end face of the cylindrical shell; six groups of rotating shafts which do not form interference with the gear C and the gear D are arranged on the cylindrical shell in a rotating and axial sliding fit mode, and each group comprises three rotating shafts which are uniformly distributed in the radial direction and correspond to the gear ring A, the gear ring B and the gear ring C one by one; the inner cylindrical tooth surface of the gear ring A, the inner cylindrical tooth surface of the gear ring B and the inner cylindrical tooth surface of the gear ring C are respectively meshed with gears E arranged on six rotating shafts in the same circle; the drill bit at the tail end of the rotating shaft is matched with the movable hole on the corresponding cutter holder A;
the ring plate A which is rotationally matched with the six groups of rotating shafts is driven by a plurality of axially telescopic hydraulic columns A which are uniformly arranged in the cylinder in the circumferential direction; the ring sleeve C which is in axial sliding fit with the cylindrical shell and has the same central axis is driven by a plurality of axially telescopic hydraulic columns B which are circumferentially and uniformly arranged in the cylinder; five movable grooves are uniformly distributed on the cylindrical surface of the cylindrical shell in the circumferential direction, and a sliding sleeve slides in each movable groove along the radial direction of the cylindrical shell; limiting blocks respectively slide in the two ends of each sliding sleeve along the radial direction of the cylindrical shell; each sliding sleeve is internally provided with a pressure spring for resetting the corresponding two limiting blocks; a limiting block at one end of the sliding sleeve is matched with five limiting grooves A which are uniformly distributed on the outer cylindrical surface of the gear ring C in the circumferential direction, and a limiting block at the other end of the sliding sleeve is matched with five limiting grooves B which are uniformly distributed on the inner wall of the cylinder in the circumferential direction; five sliding blocks which are uniformly distributed in the circumferential direction and radially slide on the end face of the cylindrical shell correspond to the five sliding sleeves one by one, and the sliding blocks are connected with the corresponding sliding sleeves through L-shaped rods; the sliding block is hinged with the ring sleeve C through a connecting rod; a spiral lifting device for cleaning silt is arranged in the cylinder.
2. The municipal pipe jacking device easy to construct of claim 1, wherein: each rotating shaft is arranged in a corresponding shaft groove A on the cylindrical shell, each rotating shaft can rotate around the axis of the rotating shaft in the shaft groove A and axially slide, and the circular ring A rotates in a circular groove A on the outer side of one end of the cylinder; a ring sleeve D is arranged on the cylindrical surface of the ring groove A, a ring groove B is formed in the inner wall of the ring A, and the ring sleeve D rotates in the ring groove B; the cylindrical shell is arranged on the round block through a connecting column so as to increase the distance between the cylindrical shell and the cutter holder A; the middle part of the round block is provided with a convex cutter seat B, and the cutter seat B is symmetrically provided with two rows of cutter heads which are uniformly distributed; the rotating shaft is matched with the shaft groove B on the ring plate A in a rotating mode, and the ring sleeve A arranged on the rotating shaft rotates in the ring groove C on the inner wall of the corresponding shaft groove B.
3. The municipal pipe jacking device easy to construct of claim 1, wherein: the three gears B are rotatably arranged on the inner wall of the end face of the cylindrical shell and are uniformly distributed in the circumferential direction, the axes of the three gears B are parallel to the axis of the cylindrical shell, the gear ring A is arranged on the outer side of the three gears B, and the inner cylindrical tooth surface of the gear ring A is meshed with the three gears B which are arranged on the inner wall of the end face of the cylindrical shell and are uniformly distributed in the circumferential direction; the power equipment is arranged on a fixed plate B in the cylinder, and an output shaft of the power equipment is in rotating fit with a circular groove B in the center of the fixed plate A arranged in the cylinder; an output shaft of the power equipment penetrates through a circular groove A on the end face of the cylindrical shell, and a gear A arranged on the output shaft of the power equipment is meshed with the three gears B.
4. The municipal pipe jacking device easy to construct of claim 3, wherein: the ring plate A is positioned in the cylindrical shell, and a shaft sleeve arranged on the ring plate A is nested on an output shaft of the power equipment and is in axial sliding fit with the circular groove A on the cylindrical shell; the tail end of the shaft sleeve is provided with a ring plate B, and a ring plate C with the same central axis is rotatably matched on the ring plate B; one end of the hydraulic column A is connected with the annular plate C, and the other end of the hydraulic column A is connected with the fixed plate A; a circular groove A of the cylindrical shell is provided with a ring sleeve B with the same central axis, a ring sleeve C is nested on the ring sleeve B, and the ring sleeve C is in axial sliding fit with the ring sleeve B; the ring sleeve C and a ring plate F arranged in the cylinder rotate in the circumferential direction and are in axial sliding fit; one end of the ring sleeve C is provided with a ring plate D, and a ring plate E is rotatably matched on the ring plate D; one end of the hydraulic column B is connected with the annular plate E, and the other end of the hydraulic column B is connected with the fixing plate A; the spiral lifting device is arranged at the slag discharge groove on the fixed plate A, the fixed plate B and the ring plate F.
5. The municipal pipe jacking device easy to construct of claim 4, wherein: the gear ring A is provided with a trapezoidal guide ring A which rotates in an annular trapezoidal guide groove A on the inner wall of the end face of the cylindrical shell; a trapezoidal guide ring B is arranged on the gear ring B and rotates in an annular trapezoidal guide groove B on the inner wall of the end face of the cylindrical shell; a trapezoidal guide ring C is arranged on the gear ring C and rotates in an annular trapezoidal guide groove C on the inner wall of the cylindrical surface of the cylindrical shell; a trapezoidal guide block is arranged on the sliding block and radially slides in a trapezoidal guide groove D on the end face of the cylindrical shell; a trapezoidal guide ring D is arranged on the ring plate C and rotates in an annular trapezoidal guide groove E on the ring plate B; the ring plate E is provided with a trapezoidal guide ring E which rotates in an annular trapezoidal guide groove F on the ring plate D; two guide blocks A are symmetrically arranged on the inner wall of the ring sleeve C, and the two guide blocks A respectively slide in two guide grooves A on the ring sleeve B; two guide blocks B are symmetrically arranged on the limiting block and respectively slide in two guide grooves B on the inner wall of the corresponding sliding sleeve; two ends of the pressure spring are respectively connected with the two corresponding limiting blocks.
6. The construction method of the municipal pipe jacking device easy to construct of claim 1 comprises the following steps: firstly, locking the relative rotation of a cylindrical shell and a gear ring C by starting a hydraulic column B, and starting a power device to drive a round block to drive a cutter head on a cutter holder A and a cutter holder B to cut and tunnel a rock stratum working face in front; secondly, unlocking the relative rotation locking of the cylindrical shell and the gear ring C, locking the relative rotation of the cylindrical shell and the cylinder, driving the rotating shaft to drive the drill bit to feed and drill the rock stratum working surface by starting power equipment, and retracting the drill bit after drilling; and finally, locking the relative rotation of the cylindrical shell and the gear ring C again, and starting power equipment to carry out normal tunneling.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010650138.1A CN111608678B (en) | 2020-07-08 | 2020-07-08 | Municipal administration pipe jacking device of easy construction |
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| CN202010650138.1A CN111608678B (en) | 2020-07-08 | 2020-07-08 | Municipal administration pipe jacking device of easy construction |
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| CN112196570B (en) * | 2020-09-30 | 2024-06-21 | 清华大学 | Drilling equipment of tunnel boring machine and tunnel boring machine |
| CN112922628B (en) * | 2021-03-22 | 2024-05-31 | 安徽唐兴装备科技股份有限公司 | Cutter driving device of push bench |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH06264681A (en) * | 1993-03-12 | 1994-09-20 | Mitsubishi Heavy Ind Ltd | Shield excavator |
| CN2594465Y (en) * | 2002-06-07 | 2003-12-24 | 北京市市政工程研究院 | Pipe jacking apparatus with balanced earth pressure by supplying mud |
| CN102562084B (en) * | 2012-03-15 | 2014-03-19 | 中交天和机械设备制造有限公司 | TBM (tunnel boring machine) cutter expansion and contraction device |
| CN209324352U (en) * | 2018-11-12 | 2019-08-30 | 中铁工程装备集团有限公司 | A kind of novel balancing earth-pressure shielding machine passing through foreign matter obstacle |
| CN210888944U (en) * | 2019-06-25 | 2020-06-30 | 中煤第三建设(集团)有限责任公司城市交通建设分公司 | Enhanced shield tunneling machine cutter |
| CN110295916B (en) * | 2019-07-09 | 2024-05-17 | 中亿丰建设集团股份有限公司 | Rock push bench |
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