A skid-mounted drill-anchor device

Abstract

The utility model provides a kind of sliding drill anchor device, solve the problem that the prior art exists and the empty top distance of tunneling equipment is big, equipment application condition is greatly limited, only can be applied to the geological condition that roof is complete without breaking, cannot be widely used.The drill anchor platform with platform sliding mechanism is arranged in the lower side, the platform sliding mechanism is connected with tunneling equipment through body connecting seat, left side drill arm mechanism and right side drill arm mechanism are respectively arranged in the both sides of drill anchor platform, left side operating platform and right side operating platform are respectively arranged in the rear of left side drill arm mechanism and right side drill arm mechanism, temporary support net mechanism is arranged in the middle of drill anchor platform.The utility model is reasonable in design, compact in structure, can carry out temporary support to the empty top area of the front of tunneling equipment, can effectively carry out permanent support operation to the just exposed roof and two sides, roadway cutting operation and support operation do not interfere with each other, wide in application range, strong in operation safety.

Description

TECHNICAL FIELD

[0001] The present application belongs to the technical field of underground roadway tunneling operation equipment, and particularly relates to a slippable drilling and anchoring device which can temporarily support the empty roof area in front of the tunneling equipment, effectively perform permanent support operation on the just-exposed roof and two sides in the tunneling roadway, and balance the relationship between tunneling and support without interference between roadway cutting operation and support operation, and has wide application range and high operation safety. BACKGROUND

[0002] At present, the coal roadway tunneling equipment in underground coal mines mainly includes a tunneling machine and a tunneling and anchoring integrated machine. The ordinary tunneling machine itself does not have a drilling and anchoring device, so after tunneling a step distance, the tunneling machine needs to retreat and stop, and then an operator manually holds an anchor rod drilling machine to perform permanent support on the exposed roadway. This operation mode is low in efficiency and poor in safety. The existing tunneling and anchoring integrated machine mostly adopts a horizontal shaft cutting part, can realize full-face cutting, and thus makes the roadway one-time formed, and the tunneling and anchoring integrated machine itself is also equipped with multiple anchor rod drilling machines, which can ensure simultaneous tunneling and support operation, greatly improving the tunneling efficiency and safety.

[0003] However, the existing structure of the tunneling and anchoring integrated machine has a problem that the distance from the front row of anchor rod drilling machines to the head position is greater than 3 meters, that is, there is always more than 3 meters of empty roof in the tunneling head. This empty roof condition is not a problem when the roof condition is good; however, once the roof condition is slightly broken, the anchor rod drilling machines configured in the tunneling and anchoring integrated machine cannot be used, and only manual drilling machines can be used to perform support operation at the tunneling head position in the empty roof state. Not only the tunneling efficiency cannot keep up, but also this passive manual support operation is more dangerous than the manual support operation using the ordinary tunneling machine. Therefore, although the tunneling and anchoring integrated machine has high tunneling efficiency, its applicable conditions are limited, and it is only suitable for use in the tunneling roadway with a complete roof. Therefore, it is necessary to improve the on-board drilling and anchoring device of the existing tunneling equipment. SUMMARY

[0004] The present application is aimed at the above problems, and provides a slippable drilling and anchoring device which can temporarily support the empty roof area in front of the tunneling equipment, effectively perform permanent support operation on the just-exposed roof and two sides in the tunneling roadway, balance the relationship between tunneling and support without interference between roadway cutting operation and support operation, has wide application range, and is high in operation safety.

[0005] The technical scheme adopted by the present application is: the sliding type drilling and anchoring device comprises a drilling and anchoring platform, characterized in that: a platform sliding mechanism is arranged on the lower side of the drilling and anchoring platform, and the platform sliding mechanism is connected with the tunneling equipment through a machine body connecting seat; left and right side drilling arm mechanisms are arranged on the left and right sides of the drilling and anchoring platform respectively, left and right side operating tables are correspondingly arranged behind the left and right side drilling arm mechanisms respectively, and a lifting type temporary support netting mechanism is further arranged on the middle part of the drilling and anchoring platform.

[0006] The drilling and anchoring platform comprises a platform main body, the left and right side operating tables are arranged on the left and right sides of the rear part of the platform main body respectively, and operating footboards are further arranged on the left and right sides of the front part of the platform main body respectively, and the operating footboards are arranged extending towards the head-on direction. The operating footboards arranged on the left and right sides of the front part of the platform main body are used to facilitate the walking and manual operation of the workers on the drilling and anchoring platform.

[0007] The front ends of the operating footboards are respectively provided with extending folding footboards, and the rear ends of the extending folding footboards are hinged with the folding footboard hinge parts at the front ends of the operating footboards. The rotation of the extending folding footboards around the folding footboard hinge parts is used to increase the range of walking and operation of the workers, and the foldable structure of the extending folding footboards is used to facilitate the flexible use of the footboards.

[0008] The left and right drilling arm mechanisms are symmetrically arranged on the two sides of the drilling and anchoring platform, and are identical in structure. Each of the left and right drilling arm mechanisms comprises a drilling arm hinged base connected with a drilling arm hinged part arranged on the drilling and anchoring platform. A front part of the drilling arm hinged base is provided with an arm rod hinged lug. A first swing telescopic arm and a first telescopic connecting rod are respectively hinged on the arm rod hinged lug. Fixed ends of the first swing telescopic arm and the first telescopic connecting rod are respectively hinged with the arm rod hinged lug. Telescopic ends of the first swing telescopic arm and the first telescopic connecting rod are respectively hinged with hinged lugs on a second telescopic base. A front part of the second telescopic base is provided with a second telescopic arm. A front end of the second telescopic arm is provided with an anchor rod drilling machine connecting frame. A second arm telescopic hydraulic cylinder is arranged between the second telescopic base and the second telescopic arm. A swing arm hydraulic cylinder is arranged on the first swing telescopic arm. A connecting rod telescopic hydraulic cylinder is arranged on the first telescopic connecting rod. A drilling arm rotary hydraulic cylinder is further arranged on a side of the drilling arm hinged base. One end of the drilling arm rotary hydraulic cylinder is connected with a drilling arm rotary cylinder hinged lug on the side of the drilling arm hinged base. The other end of the drilling arm rotary hydraulic cylinder is connected with a drilling arm rotary cylinder hinged part on the drilling and anchoring platform. The telescopic of the swing arm hydraulic cylinder drives the first swing telescopic arm and the first telescopic connecting rod to swing together, and then drives the second telescopic base, the second telescopic arm and the anchor rod drilling machine connecting frame to ascend or descend, so as to adjust the height position of the anchor rod drilling machine. Meanwhile, the telescopic of the connecting rod telescopic hydraulic cylinder synchronously adjusts the telescopic length of the first swing telescopic arm and the first telescopic connecting rod. The drilling arm rotary hydraulic cylinder drives the whole drilling arm mechanism to rotate around the rotary shaft of the drilling arm hinged base, so as to increase the swing range of the drilling arm mechanism. The telescopic of the second arm telescopic hydraulic cylinder adjusts the telescopic length of the second telescopic arm, so as to further increase the stroke of the anchor rod drilling machine.

[0009] An anchor rod water jacket for punching anchor rods to the coal wall is arranged on the anchor rod drilling machine connecting frame. The anchor rod water jacket is slidably connected with a guide rail on the anchor rod drilling machine connecting frame through an anchor rod moving base. A chain moving mechanism is further arranged on the anchor rod moving base. A middle part of the anchor rod drilling machine connecting frame is connected with the front end of the second telescopic arm through an anchor rod frame rotary hydraulic cylinder. The anchor rod moving base is driven to reciprocate on the guide rail of the anchor rod drilling machine connecting frame through the chain moving mechanism, and the anchor rod water jacket is used to punch anchor rods to the coal wall. Meanwhile, the anchor rod drilling machine connecting frame is driven to swing left and right through the anchor rod frame rotary hydraulic cylinder during the anchor rod drilling, so as to facilitate the adaptation to different angles of the coal wall plane.

[0010] The temporary support net mechanism comprises a support frame body, and slantingly arranged support frame hinged support legs are arranged on both sides of the rear part of the support frame body, the lower ends of the support frame hinged support legs are connected with the support mechanism hinge parts arranged on the rear part of the drilling and anchoring platform, and the front part of the support frame body is further provided with a net erecting frame box body, the upper side of the net erecting frame box body is provided with a protective net support protruding part, the lower side of the net erecting frame box body is provided with a support mechanism support hydraulic cylinder, the upper end of the support mechanism support hydraulic cylinder is connected with a support cylinder hinge ear plate on the lower side of the net erecting frame box body, and the lower end of the support mechanism support hydraulic cylinder is connected with a support cylinder hinge part on the front part of the drilling and anchoring platform. The support frame body is arranged on the support mechanism hinge part on the rear part of the drilling and anchoring platform by the support frame hinged support legs, the lifting of the whole temporary support net mechanism is driven by the extension and retraction of the support mechanism support hydraulic cylinder, the roof of the tunneling roadway is temporarily supported, and the middle part of the protective net is supported by the protective net support protruding part arranged on the net erecting frame box body.

[0011] Both sides of the net erecting frame box body are provided with telescopic cross beams, the telescopic cross beams are movably inserted into telescopic beam inserting sleeves on both sides of the net erecting frame box body, and telescopic beam hydraulic cylinders are arranged between the telescopic cross beams and the telescopic beam inserting sleeves, and the outer end parts of the telescopic cross beams are further provided with protective net support longitudinal beams. The telescopic cross beams on both sides are driven to extend or retract in the telescopic beam inserting sleeves by the extension and retraction of the telescopic beam hydraulic cylinders, the support width of the net erecting frame box body is expanded, and the end parts of the telescopic cross beams are used to support the end parts of the protective net.

[0012] The upper side of the protective net support longitudinal beam is provided with a plurality of groups of net fixing protruding columns. The net fixing protruding columns arranged on the protective net support longitudinal beam are used to stabilize the arrangement position of the protective net on the temporary support net mechanism, and prevent the protective net from sliding off.

[0013] The platform sliding mechanism comprises a platform sliding sleeve arranged on the lower side of the drilling and anchoring platform, the platform sliding sleeve is sleeved on a platform sliding guide column, and both ends of the platform sliding guide column are connected with fixed connecting plates arranged on the top of the tunneling equipment through machine body connecting seats, the side part of the platform sliding sleeve is further provided with a platform sliding hydraulic cylinder arranged along the sliding direction, the fixed end of the platform sliding hydraulic cylinder is connected with a sliding cylinder hinge ear plate arranged on the rear machine body connecting seat, and the telescopic end of the platform sliding hydraulic cylinder is connected with a sliding cylinder hinge part in the sliding cylinder mounting cavity on the lower side of the drilling and anchoring platform. The whole drilling and anchoring platform is driven to reciprocate along the platform sliding guide column fixed on the top of the tunneling equipment by the extension and retraction of the platform sliding hydraulic cylinder, and the front and rear movement of the drilling and anchoring device is facilitated in the process of net laying and anchor rod supporting with the tunneling equipment, and the use is facilitated.

[0014] The middle part of the lower side of the temporary support net mechanism and the rear side of the drilling anchor platform is provided with an advanced drilling machine, and the drilling machine connecting part of the advanced drilling machine is rotationally arranged on the drilling anchor platform.

[0015] The beneficial effects of the present application are: due to the structure of the drilling anchor platform provided with the platform sliding mechanism on the lower side, the platform sliding mechanism is connected with the tunneling equipment through the machine body connecting seat, the left side drilling arm mechanism and the right side drilling arm mechanism are respectively arranged on the two sides of the drilling anchor platform, the left side operation table and the right side operation table are respectively arranged at the rear of the left side drilling arm mechanism and the right side drilling arm mechanism, and the temporary support net mechanism is arranged in the middle part of the drilling anchor platform, so that the design is reasonable, the structure is compact, the sliding drilling anchor device is in the retracted state when the tunneling equipment performs the cutting operation, the sliding drilling anchor device is rapidly unfolded and slides forward to the head-on position when the cutting is completed and support is needed, and then effective permanent support operation is performed on the exposed roof and two sides. The device can temporarily support the empty roof area in front of the tunneling equipment, the tunneling operation and the support operation do not interfere with each other, the relationship between tunneling and support can be balanced, the application range is wide, and the operation safety is high. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 is a structural schematic view of the present application.

[0017] Figure 2 is Figure 1 A view of.

[0018] Figure 3 is Figure 1 an explosion structural schematic view.

[0019] Figure 4 is Figure 3 a structural schematic view of the drilling anchor platform in.

[0020] Figure 5 is Figure 4 B view of.

[0021] Figure 6 is Figure 3 a structural schematic view of the left side drilling arm mechanism in.

[0022] Figure 7 is Figure 3 a structural schematic view of the right side drilling arm mechanism in.

[0023] Figure 8 is Figure 3 a structural schematic view of the temporary support net mechanism in.

[0024] Figure 9It is a use state schematic diagram of the sliding drill anchor device connected with the tunneling equipment (tunneling and anchoring integrated machine) of the application.

[0025] The sequence number in the figure is explained: 1, drill anchor platform; 2, platform sliding mechanism; 3, machine body connecting seat; 4, left side drill arm mechanism; 5, right side drill arm mechanism; 6, temporary support netting mechanism; 7, dust removal air duct; 8, advanced drilling machine; 9, left side operation platform; 10, right side operation platform; 11, platform sliding sleeve; 12, platform sliding guide column; 13, platform sliding hydraulic cylinder; 14, fixed connecting plate; 15, sliding cylinder hinged lug plate; 16, drill arm hinged part; 17, support mechanism hinged part; 18, support mechanism support hydraulic cylinder; 19, support mechanism support cylinder hinged part; 20, drill arm rotation hydraulic cylinder; 21, drill arm rotation cylinder hinged part; 22, drilling machine connecting part; 23, platform main body; 24, operation pedal; 25, extended folding pedal; 26, folding pedal hinged part; 27, operation platform ladder; 28, sliding cylinder mounting cavity; 29, sliding cylinder hinged part; 30, drill arm hinged base; 31, arm rod hinged lug plate; 32, first level swing telescopic arm; 33, swing arm hydraulic cylinder; 34, first level telescopic connecting rod; 35, connecting rod telescopic hydraulic cylinder; 36, second level telescopic seat; 37, second level telescopic arm; 38, anchor rod drilling machine connecting frame; 39, anchor rod moving seat; 40, anchor rod water jacket; 41, chain moving mechanism; 42, anchor rod frame rotation hydraulic cylinder; 43, drill arm rotation cylinder hinged lug plate; 44, second level arm telescopic hydraulic cylinder; 45, support frame main body; 46, support frame hinged support leg; 47, netting frame box body; 48, protective net support protruding part; 49, telescopic beam insertion sleeve; 50, telescopic cross beam; 51, protective net support longitudinal beam; 52, fixed net protruding column; 53, support mechanism support cylinder hinged lug plate; 54, air duct fixed chain; 55, tunneling and anchoring integrated machine. DETAILED DESCRIPTION

[0026] According to Figures 1 to 9 The specific structure of the application is explained in detail. The sliding drill anchor device includes a drill anchor platform 1, which is composed of a platform main body 23, and the left and right sides of the rear part of the platform main body 23 are respectively provided with a left side operation platform 9 and a right side operation platform 10; the side parts of the left side operation platform 9 and the right side operation platform 10 are respectively provided with an operation platform ladder 27, which facilitates the workers to climb into the upper operation platform from the lower tunneling equipment. Moreover, the left and right sides of the front part of the platform main body 23 are respectively provided with an operation pedal 24, which extends towards the head-on direction (as shown in the figure). Figure 4The operation pedal 24 is provided on both sides of the front part of the platform body 23 to facilitate the walking and manual operation of the workers on the drilling and anchoring platform 1. Meanwhile, the front end of the operation pedal 24 is provided with an extension folding pedal 25, and the rear end of the extension folding pedal 25 is hinged to the folding pedal hinge part 26 of the front end of the operation pedal 24. Thus, the rotation of the extension folding pedal 25 around the folding pedal hinge part 26 increases the range of walking and operation of the workers, and the flexible use of the pedal is facilitated by the foldable structure of the extension folding pedal 25.

[0027] The drilling and anchoring platform 1 is provided with a platform sliding mechanism 2, which includes platform sliding sleeves 11 arranged below the two operation pedals 24 of the drilling and anchoring platform 1, and the platform sliding sleeves 11 are sleeved on the platform sliding guide columns 12. The two ends of the platform sliding guide columns 12 are respectively connected to the fixed connecting plates 14 arranged on the top of the tunneling equipment through the machine body connecting seats 3. The side parts of the two platform sliding sleeves 11 are respectively provided with platform sliding hydraulic cylinders 13 arranged in the sliding direction, and the fixed end of the platform sliding hydraulic cylinder 13 is connected to the sliding cylinder hinged lug plate 15 arranged on the rear machine body connecting seat 3. The telescopic end of the platform sliding hydraulic cylinder 13 is connected to the sliding cylinder hinge part 29 inside the sliding cylinder mounting cavity 28 below the drilling and anchoring platform 1 (as shown in Figure 3 and Figure 5 Thus, by the extension and retraction of the platform sliding hydraulic cylinder 13, the whole drilling and anchoring platform 1 is driven to reciprocate along the platform sliding guide columns 12 fixed on the top of the tunneling equipment, so as to facilitate the forward and backward movement of the drilling and anchoring device and the use in the process of laying the net and setting the anchor rod support along with the tunneling equipment.

[0028] The left and right sides of the drilling and anchoring platform 1 are symmetrically provided with left and right drilling arm mechanisms 4 and 5, and the left and right operating platforms 9 and 10 are correspondingly arranged behind the left and right drilling arm mechanisms 4 and 5. The left and right drilling arm mechanisms 4 and 5 are the same in structure, and each comprises a drilling arm hinged base 30 connected with a drilling arm hinged part 16 arranged on the left or right side of the platform main body 23 of the drilling and anchoring platform 1. The front part of the drilling arm hinged base 30 is provided with an arm rod hinged lug plate 31, and a first swing telescopic arm 32 and a first telescopic connecting rod 34 are respectively hinged on the arm rod hinged lug plate 31. The fixed ends of the first swing telescopic arm 32 and the first telescopic connecting rod 34 are respectively hinged with the arm rod hinged lug plate 31, and the telescopic ends of the first swing telescopic arm 32 and the first telescopic connecting rod 34 are respectively hinged with the hinged lug plates on a second telescopic base 36. Moreover, the front part of the second telescopic base 36 is provided with a second telescopic arm 37, the front end of the second telescopic arm 37 is provided with an anchor rod drilling machine connecting frame 38, and a second arm telescopic hydraulic cylinder 44 is arranged between the second telescopic base 36 and the second telescopic arm 37. Meanwhile, a swing arm hydraulic cylinder 33 is arranged on the first swing telescopic arm 32, and a connecting rod telescopic hydraulic cylinder 35 is arranged on the first telescopic connecting rod 34 (as shown in Figs. 8 and 9). Figure 6 and Figure 7 .

[0029] In addition, the side part of the drilling arm hinged base 30 is further provided with a drilling arm rotary hydraulic cylinder 20, one end of the drilling arm rotary hydraulic cylinder 20 is connected with a drilling arm rotary cylinder hinged lug plate 43 on the side part of the drilling arm hinged base 30, and the other end of the drilling arm rotary hydraulic cylinder 20 is connected with a drilling arm rotary cylinder hinged part 21 on the drilling and anchoring platform 1. Thus, the telescopic movement of the swing arm hydraulic cylinder 33 drives the first swing telescopic arm 32 and the first telescopic connecting rod 34 to swing together, so as to drive the second telescopic base 36, the second telescopic arm 37 and the anchor rod drilling machine connecting frame 38 thereon to rise or fall, and adjust the height position of the anchor rod drilling machine. Meanwhile, the telescopic movement of the connecting rod telescopic hydraulic cylinder 35 synchronously adjusts the telescopic length of the first swing telescopic arm 32 and the first telescopic connecting rod 34. Moreover, the drilling arm rotary hydraulic cylinder 20 drives the whole drilling arm mechanism to rotate around the rotary shaft of the drilling arm hinged base 30, thereby increasing the swing range of the drilling arm mechanism. The telescopic movement of the second arm telescopic hydraulic cylinder 44 adjusts the telescopic length of the second telescopic arm 37, and further increases the stroke of the anchor rod drilling machine.

[0030] Moreover, the anchor rod drilling machine connecting frame 38 is provided with an anchor rod water jacket 40 for drilling anchor rods into the coal wall, the anchor rod water jacket 40 is slidably connected with the guide rail on the anchor rod drilling machine connecting frame 38 through an anchor rod moving seat 39, the anchor rod moving seat 39 is further provided with a chain moving mechanism 41; and the middle part of the anchor rod drilling machine connecting frame 38 is connected with the front end of the secondary telescopic arm 37 through an anchor rod frame rotary hydraulic cylinder 42. Then the anchor rod moving seat 39 is driven to reciprocate on the guide rail of the anchor rod drilling machine connecting frame 38 through the chain moving mechanism 41, and the anchor rod water jacket 40 is used to drill anchor rods into the coal wall; at the same time, during the anchor rod drilling process, the anchor rod drilling machine connecting frame 38 is driven to swing left and right through the anchor rod frame rotary hydraulic cylinder 42, so as to adapt to different angles of the coal wall plane.

[0031] The middle part of the drilling and anchoring platform 1 is further provided with a lifting type temporary support netting mechanism 6. The middle part of the rear side of the drilling and anchoring platform 1 below the temporary support netting mechanism 6 is provided with a leading drilling machine 8, the leading drilling machine 8 is rotatably arranged on the drilling machine connecting part 22 of the middle part of the platform main body 23 of the drilling and anchoring platform 1; so as to perform hole drilling exploration in advance by using the leading drilling machine 8 before the tunneling operation, to eliminate safety hazards; and after tunneling a step, the newly excavated roadway area is supported, and the temporary support netting mechanism 6 is used to support the head-on "no empty top".

[0032] The temporary support netting mechanism 6 is composed of a support frame main body 45, the rear part of the support frame main body 45 is provided with two support frame hinged support legs 46 arranged obliquely on both sides, the lower ends of the support frame hinged support legs 46 are respectively connected with the support mechanism hinged parts 17 arranged on the platform main body 23 of the rear part of the drilling and anchoring platform 1. Moreover, the front part of the support frame main body 45 is further provided with a netting frame box 47, the upper side of the middle part of the netting frame box 47 is provided with a protective net support protruding part 48; the lower side of the netting frame box 47 is provided with two groups of support mechanism support hydraulic cylinders 18, the upper ends of the support mechanism support hydraulic cylinders 18 are respectively connected with the support mechanism support cylinder hinged lug plates 53 on the lower side of the netting frame box 47; the lower ends of the support mechanism support hydraulic cylinders 18 are connected with the support mechanism support cylinder hinged parts 19 on the front part of the two operation pedals 24 of the drilling and anchoring platform 1 (as shown in Figure 3 The support frame main body 45 is arranged on the support mechanism hinged parts 17 of the rear part of the drilling and anchoring platform 1 by using the support frame hinged support legs 46, and the lifting of the entire temporary support netting mechanism 6 is driven by the extension and contraction of the support mechanism support hydraulic cylinders 18, so as to temporarily support the roof of the tunneling roadway, and the middle part of the protective net is supported by using the protective net support protruding part 48 arranged on the netting frame box 47.

[0033] The two sides of the upper net rack box 47 are respectively provided with telescopic cross beams 50 which are movably inserted into the telescopic beam insertion sleeves 49 on the two sides of the upper net rack box 47, and a telescopic beam hydraulic cylinder is arranged between the telescopic cross beam 50 and the telescopic beam insertion sleeve 49. The outer side end of the telescopic cross beam 50 is also respectively provided with a protective net supporting longitudinal beam 51 (as shown in Figure 8 The telescopic cross beams 50 on the two sides are driven to extend or retract in the telescopic beam insertion sleeves 49 by the telescoping of the telescopic beam hydraulic cylinder, so as to expand the support width of the upper net rack box 47, and the end of the telescopic cross beam 50 is used to support the end of the protective net by the protective net supporting longitudinal beam 51. At the same time, the upper side of the protective net supporting longitudinal beam 51 is also provided with a plurality of groups of net fixing convex columns 52; the net fixing convex columns 52 arranged on the protective net supporting longitudinal beam 51 are used to stabilize the layout position of the protective net on the temporary support netting mechanism 6, so as to prevent the protective net from falling off. The lower side of the temporary support netting mechanism 6 is provided with a dust removal air duct 7, and the upper side of the duct body of the dust removal air duct 7 is connected with the support frame body 45 by fixing bolts, and the front end of the dust removal air duct 7 is also fixedly connected with the upper net rack box 47 by an air duct fixing chain 54.

[0034] When the sliding type drilling and anchoring device is used, first, the two ends of the two groups of platform sliding guide columns 12 which are inserted into the platform sliding sleeve 11 on the lower side of the drilling and anchoring platform 1 are respectively connected with the fixed connection plate 14 arranged on the top of the tunneling equipment (for example, the excavating and anchoring integrated machine 55) by the machine body connecting seat 3 (as shown in Figure 9 When the tunneling equipment performs cutting operation, the sliding type drilling and anchoring device is in the retracted state. Before the tunneling operation, the advanced drilling machine 8 is used to perform hole drilling and exploration in advance to eliminate safety hazards. After the tunneling equipment cuts one step, the platform sliding hydraulic cylinder 13 is extended, and then the entire drilling and anchoring platform 1 is driven to move to the heading position along the platform sliding guide column 12 fixed on the top of the tunneling equipment. At the same time, a section of protective net is arranged above the temporary support netting mechanism 6 in advance, and then the support mechanism supporting hydraulic cylinder 18 is extended to lift the temporary support netting mechanism 6, so that the support frame body 45 and the upper net rack box 47 are in contact with the heading position and the newly excavated roof of the tunnel, and temporary support is formed on the roof. The middle part and the two end parts of the protective net are supported by the protective net supporting convex part 48 on the upper net rack box 47 and the protective net supporting longitudinal beam 51 at the end of the telescopic cross beam 50.

[0035] Then, the operator uses the left and right operating tables 9 and 10 to control the left and right drilling boom mechanisms 4 and 5, i.e. uses the extension and retraction of the swing arm hydraulic cylinder 33 to drive the first swing telescopic arm 32 and the first telescopic link 34 of the drilling boom mechanism to swing together, to drive the second telescopic base 36, the second telescopic arm 37 and the anchor drill connecting frame 38 thereon to rise or fall, to adjust the height position of the anchor drill; and synchronously adjusts the extension and retraction length of the first swing telescopic arm 32 and the first telescopic link 34 by the extension and retraction of the connecting rod telescopic hydraulic cylinder 35, uses the drilling boom rotary hydraulic cylinder 20 to drive the entire drilling boom mechanism to rotate around the rotary shaft of the drilling boom hinged base 30, to increase the swing range of the drilling boom mechanism, and can also adjust the extension and retraction length of the second telescopic arm 37 by the extension and retraction of the second arm telescopic hydraulic cylinder 44, to further increase the stroke of the anchor drill. After the left and right drilling boom mechanisms 4 and 5 adjust the position of the anchor rod to be set, the anchor rod moving base 39 is driven by the chain moving mechanism 41 to slide on the guide rail of the anchor drill connecting frame 38, and the anchor rod water jacket 40 is used to set and install the anchor rod to the coal wall, and in the process of drilling the anchor rod, the anchor drill connecting frame 38 is driven by the anchor rod frame rotary hydraulic cylinder 42 to swing left and right, to adapt to various different inclination angles of the coal wall plane, and at the same time, the operating pedals 24 arranged on both sides of the front part of the drilling and anchoring platform 1 can facilitate the walking and manual operation of the operator on the platform.

[0036] After the newly excavated roadway area is supported, the sliding drilling and anchoring device is retracted, and the tunneling equipment continues to tunnel forward to the next step; then, the above steps of temporarily supporting the sliding drilling and anchoring device, laying the protective net and setting the anchor rod are repeated. Thus, the top area of the front part of the tunneling equipment is temporarily supported, the effective permanent support operation of the newly exposed roof and two sides is realized, and the operation safety of the tunneling roadway is ensured.

Claims

1. A jack-up drilling and anchoring apparatus comprising a drilling and anchoring platform (1), characterized in that: The lower side of the drilling anchor platform (1) is provided with a platform sliding mechanism (2) connected with the tunneling equipment through a machine body connecting seat (3); the left and right sides of the drilling anchor platform (1) are respectively provided with a left drilling arm mechanism (4) and a right drilling arm mechanism (5), the rear of the left drilling arm mechanism (4) and the right drilling arm mechanism (5) are respectively provided with a left operating table (9) and a right operating table (10), and the middle part of the drilling anchor platform (1) is further provided with a lifting type temporary support netting mechanism (6); the temporary support netting mechanism (6) comprises a support frame main body (45), the rear of the support frame main body (45) is provided with support frame hinged support legs (46) arranged obliquely on the two sides, the lower ends of the support frame hinged support legs (46) are respectively connected with support mechanism hinge parts (17) arranged at the rear of the drilling anchor platform (1); and the front of the support frame main body (45) is further provided with a netting frame box body (47), the upper side of the netting frame box body (47) is provided with a protective net support protruding part (48) in the middle, the lower side of the netting frame box body (47) is provided with a support mechanism support hydraulic cylinder (18), the upper end of the support mechanism support hydraulic cylinder (18) is connected with a support mechanism support cylinder hinged lug plate (53) on the lower side of the netting frame box body (47), and the lower end of the support mechanism support hydraulic cylinder (18) is connected with a support mechanism support cylinder hinge part (19) at the front of the drilling anchor platform (1); the platform sliding mechanism (2) comprises a platform sliding sleeve (11) arranged at the lower side of the drilling anchor platform (1), the platform sliding sleeve (11) is sleeved on a platform sliding guide column (12), and the two ends of the platform sliding guide column (12) are respectively connected with fixed connecting plates (14) arranged at the top of the tunneling equipment through the machine body connecting seat (3); the side of the platform sliding sleeve (11) is further provided with a platform sliding hydraulic cylinder (13) arranged in the sliding direction, the fixed end of the platform sliding hydraulic cylinder (13) is connected with a sliding cylinder hinged lug plate (15) arranged on the rear machine body connecting seat (3), and the telescopic end of the platform sliding hydraulic cylinder (13) is connected with a sliding cylinder hinge part (29) in a sliding cylinder mounting cavity (28) at the lower side of the drilling anchor platform (1).

2. The slip-type drill anchor apparatus of claim 1, wherein: The drilling anchor platform (1) comprises a platform main body (23), the left and right operating tables (9) and (10) are respectively arranged at the left and right sides of the rear of the platform main body (23), and the left and right sides of the front of the platform main body (23) are further respectively provided with operating footboards (24), and the operating footboards (24) are arranged in the extension direction towards the head-on direction.

3. The slip-type drill anchor apparatus of claim 2, wherein: The front ends of the operating footboards (24) are respectively provided with extension folding footboards (25), and the rear ends of the extension folding footboards (25) are hingedly connected with folding footboard hinge parts (26) at the front ends of the operating footboards (24).

4. The slip-type drill anchor apparatus of claim 1, wherein: The left drilling arm mechanism (4) and the right drilling arm mechanism (5) are symmetrically arranged on the two sides of the drilling anchor platform (1), and the left drilling arm mechanism (4) and the right drilling arm mechanism (5) are the same in structure. The left drilling arm mechanism (4) and the right drilling arm mechanism (5) each comprise a drilling arm hinged base (30) connected with a drilling arm hinged part (16) arranged on the drilling anchor platform (1). The front part of the drilling arm hinged base (30) is provided with an arm rod hinged lug plate (31). A first swing telescopic arm (32) and a first telescopic connecting rod (34) are respectively hinged on the arm rod hinged lug plate (31). The fixed ends of the first swing telescopic arm (32) and the first telescopic connecting rod (34) are respectively hinged with the arm rod hinged lug plate (31). The telescopic ends of the first swing telescopic arm (32) and the first telescopic connecting rod (34) are respectively hinged with hinged lug plates on a second telescopic base (36). The front part of the second telescopic base (36) is provided with a second telescopic arm (37). The front end of the second telescopic arm (37) is provided with an anchor rod drilling machine connecting frame (38). A second arm telescopic hydraulic cylinder (44) is arranged between the second telescopic base (36) and the second telescopic arm (37). A swing arm hydraulic cylinder (33) is arranged on the first swing telescopic arm (32). A connecting rod telescopic hydraulic cylinder (35) is arranged on the first telescopic connecting rod (34). The side part of the drilling arm hinged base (30) is further provided with a drilling arm rotary hydraulic cylinder (20). One end of the drilling arm rotary hydraulic cylinder (20) is connected with a drilling arm rotary cylinder hinged lug plate (43) on the side part of the drilling arm hinged base (30). The other end of the drilling arm rotary hydraulic cylinder (20) is connected with a drilling arm rotary cylinder hinged part (21) on the drilling anchor platform (1).

5. The slip-type drill anchor apparatus of claim 4, wherein: The anchor rod drilling machine connecting frame (38) is provided with an anchor rod water jacket (40) for punching anchor rods to the coal wall. The anchor rod water jacket (40) is slidably connected with a guide rail on the anchor rod drilling machine connecting frame (38) through an anchor rod moving base (39). A chain moving mechanism (41) is further arranged on the anchor rod moving base (39). The middle part of the anchor rod drilling machine connecting frame (38) is connected with the front end of the second telescopic arm (37) through an anchor rod frame rotary hydraulic cylinder (42).

6. The slip-type drill anchor apparatus of claim 1, wherein: The two sides of the netting frame box body (47) are respectively provided with telescopic cross beams (50). The telescopic cross beams (50) are movably inserted into telescopic beam insertion sleeves (49) on the two sides of the netting frame box body (47). Telescopic beam hydraulic cylinders are arranged between the telescopic cross beams (50) and the telescopic beam insertion sleeves (49). The outer end parts of the telescopic cross beams (50) are respectively provided with protective net supporting longitudinal beams (51).

7. The slip-type drill anchor apparatus of claim 6, wherein: The upper side of the protective net supporting longitudinal beam (51) is provided with a plurality of groups of net fixing convex columns (52).

8. The slip-type drill anchor apparatus of claim 1, wherein: The front part of the temporary support netting mechanism (6) is provided with a telescopic drilling machine (7). The middle part of the rear side of the drilling anchor platform (1) is provided with an advanced drilling machine (8). The advanced drilling machine (8) is rotatably arranged on a drilling machine connecting part (22) on the drilling anchor platform (1).

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