CN222207774U

CN222207774U - Double-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall double-track drill

Info

Publication number: CN222207774U
Application number: CN202421132411.1U
Authority: CN
Inventors: 赵璐; 黄昌富; 姚铁军; 马明会; 田国文
Original assignee: China Railway 15th Bureau Group Co Ltd
Current assignee: China Railway 15th Bureau Group Co Ltd
Priority date: 2024-05-23
Filing date: 2024-05-23
Publication date: 2024-12-20
Anticipated expiration: 2034-05-23

Abstract

The utility model discloses a double-rotating horizontal cantilever and sawtooth anti-slip pile or retaining wall double crawler drill, comprising a rotating orthogonal crawler drill assembly and a conical drill assembly installed on a U-shaped steel frame; the rotating orthogonal crawler drill assembly comprises two rotating orthogonal crawler drills and two translation assemblies, the translation assembly drives the corresponding rotating orthogonal crawler drills to move horizontally and rotate, and the translation assembly comprises a U-shaped driving frame, a translation motor, a sliding block, a support seat, a driving plate and a rotating motor; the conical drill assembly comprises a conical drill U-shaped steel frame with a box-shaped structure with a lateral opening and a plurality of conical drills installed in the conical drill U-shaped steel frame, a single conical drill is horizontally arranged and a plurality of conical drills are arranged in a matrix; the conical drill comprises a cutter head assembly, a power assembly and a horizontal hydraulic cylinder connected in sequence. The utility model has the advantages that the conical drill assembly and the rotating orthogonal crawler drill assembly can realize the drilling of force block holes and horizontal cantilever holes in the rock and soil body, and improve the bending and anti-slip capabilities of the anti-slip pile or retaining wall.

Description

Double-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall double-track drill

Technical Field

The utility model relates to the technical field of anti-slide pile or retaining wall drilling machine equipment, in particular to a double-track drill for double-rotation horizontal cantilever and sawtooth anti-slide piles or retaining walls.

Background

In the projects such as side slope support, roadbed construction, foundation pit excavation, tunnel entrance and exit construction and the like, the slide-resistant pile or retaining wall is the most effective measure capable of transmitting the lateral thrust of a rock-soil body into a stable stratum below a sliding surface, resisting the lateral thrust and treating the projects and geological disasters, and is widely applied to various engineering fields. When landslide thrust acts on the slide-resistant pile or the retaining wall, the acting direction of the residual downward sliding force is not the horizontal direction, but a certain included angle is formed between the residual downward sliding force and the horizontal direction, and the included angle of most landslide is 10-30 degrees. According to the residual sliding force vector analysis, horizontal component force and vertical component force exist, the commonly adopted anti-sliding pile or retaining wall only resists the horizontal component force, and the vertical component force only acts on the anti-sliding pile or retaining wall and is transmitted to the sliding bed, so that the anti-sliding pile or retaining wall has no direct effect on the common anti-sliding pile or retaining wall. For the retaining wall with the cantilever ends of the slide-resistant piles or the retaining wall provided with a plurality of rows of zigzag force-distributing blocks, the force-distributing blocks can exert the vertical force-distributing of the rest sliding force, provide the same horizontal force to generate reverse bending moment, improve the bending resistance of the slide-resistant piles or the retaining wall, but the hole-forming difficulty of the force-distributing blocks of the zigzag slide-resistant piles or the retaining wall is extremely high. The traditional rectangular section slide-resistant pile or retaining wall has larger section and cannot fully utilize the strength of the rock-soil body in front of the pile or the wall. For the anti-slide pile or the retaining wall with the horizontal cantilever structure, the horizontal cantilever can fully utilize the strength of the rock-soil body in front of the pile or the wall, so that the anti-slide capacity of the anti-slide pile or the retaining wall is improved, but the hole forming difficulty of the horizontal cantilever hole with the horizontal cantilever anti-slide pile or the retaining wall is extremely high. The traditional anti-slide piles or retaining wall holes are usually excavated manually and excavated mechanically, collapse caused by manual hole digging pile construction accounts for 65% of total collapse accidents, and the anti-slide pile or retaining wall is low in efficiency, high in cost, safe and efficient in mechanical excavation. Therefore, the adoption of the mechanically drilled saw tooth anti-slide piles or retaining wall holes in the rock and soil layers has important significance for ensuring the safety of constructors and improving the efficiency.

At present, the drilling equipment and the mechanical excavating mode are various, and the existing anti-slide pile drilling machine has the patent number CN 103244053A rectangular drilling machine, for example, and mainly drives T-shaped cutter heads uniformly distributed at the lower parts of two steel frames to move in opposite directions and reciprocate through two cam bodies so as to cut soil bodies into rectangular holes. The patent number CN 104533300A rectangular drilling machine is characterized in that a conical drill bit is arranged at the bottom of a rectangular transmission case, cross-shaped long cutters are arranged on four sides of the rectangular transmission case, the conical drill bit drills to form a circular pile hole, and then the circular pile hole is trimmed into a rectangular pile hole through rotary cutting of the cross-shaped long cutters. The patent No. CN 105951798A, a rectangular drilling machine, mainly uses a motor to drive four concave waist cylinders with stirring blades to cut soil body, and drills rectangular pile holes. The existing retaining wall grooving technology mainly comprises a bucket type and a milling wheel type, and patent number CN 114687393A, namely continuous wall construction equipment and construction method thereof, is used for drilling a ground continuous wall groove through rotary drilling and grab combined circulation. The patent number CN 110258693A, a hydraulic grab bucket and underground continuous wall construction equipment, realizes the switching between the hydraulic grab bucket and the double-wheel milling through a movable buckle and a connecting piece, realizes one machine to be multipurpose, and drills underground continuous wall grooves. In order to realize the construction of the diaphragm wall at low clearance, a modular milling groove device for underground diaphragm wall construction is disclosed in a patent No. CN 114086618A, which comprises a milling module, a slurry pumping module, a rolling and hanging module and a fitting reel module which are all connected with each other from front to back and paved on a track, and a continuous wall construction device and a construction method based on a TRD construction method drilling machine are disclosed in a patent No. CN 216108696U A, which comprises a truss chain milling and stirring diaphragm wall machine, and a patent No. CN 115897551A A, which are provided with active and passive driving mechanisms at both ends, wherein a chain with a plurality of milling and stirring heads is sleeved on the truss chain with the active driving mechanisms for driving the chain with the milling and stirring heads to drill diaphragm wall groove holes.

In terms of a mechanical hole forming method, for example, patent number CN 108678661A, square anti-slide pile hole forming method and square drill bit for hole forming, round drill bits of a rotary drilling machine are utilized to sequentially connect and drill at least one row of round guide holes along the length direction of the cross section of the square anti-slide pile hole, the round guide holes of each row are connected, the side walls of the square anti-slide pile holes are tangential to the edges of the adjacent round guide holes, and then the square drill bit is adopted to sweep holes, so that the square drill bit cuts residual soil downwards along the contour line of the square anti-slide pile hole, and the circular drill bit is sequentially circulated until the design requirement is met. The patent No. CN 110593753A, "quick mechanical drilling construction method of rectangular anti-slide pile", adopts rotary drilling round drill bit to drill the guide hole at four corners, the guide hole is drilled to the elevation of the bottom of the designed pile, then the guide hole is trimmed by using a grooving machine in three parts, three times of grab bucket construction are carried out, namely, the first time of grabbing along the guide hole of the long side of the anti-slide pile until the depth of the designed hole is reached, the second time of grabbing along the guide hole of the other long side of the anti-slide pile until the depth of the designed hole is reached, and the third time of grabbing the rest part in the middle until the depth of the designed hole is reached. If the soil is in contact with complex hard strata such as hard gingilite soil, calcareous cement layers and the like, the soil grabbing operation is stopped by the grooving machine, and the hard strata are broken by adopting a long-arm breaking hammer. The patent number CN 110820733A 'an improved simple rectangular anti-slide pile mechanical quick hole forming construction method' mainly comprises the steps of rotary digging round pile holes twice, connecting the round pile holes and overexcavating the outline of the rectangular pile holes, and pouring the overexcavation part after placing a rectangular steel cylinder in the pile holes to form rectangular pile holes. The patent number CN 110714460A 'a rectangular anti-slide pile mechanical pore-forming construction method for reducing filling coefficient' and the patent number CN 113605387 'a rectangular anti-slide pile full-mechanical construction method' are both mainly characterized in that round pile holes are formed by twice or more rotary digging, are connected or partially overlapped and are tangential to the outline of the rectangular pile holes, and the rectangular pile holes are formed by mechanically carrying out slag digging and pore repairing on the inner periphery of the pile holes. In the existing grooving construction method, after vertical grooves are excavated at intervals, rock and soil bodies in the spaced groove holes are grabbed and excavated by a grooving machine to form continuous walls. The patent number CN 115094915A 'a construction method for grooving the geological diaphragm wall of the breeze volcanic rock' respectively carries out hole guiding arrangement in a first opening unit and a closing unit according to requirements, firstly carries out hole guiding drilling, then carries out milling on rocks between the hole guiding, realizes grooving, and realizes alternate construction of a plurality of construction units during construction, after one construction unit completes hole guiding drilling, carries out milling on rocks between adjacent hole guiding of the construction unit, and simultaneously carries out hole guiding drilling on the other construction unit, thereby realizing a method for alternately grooving by reasonably combining drilling and milling and circulation. Patent number CN 114658050A, "construction method for wall-connected grooving of underground formation containing Zhonghua", adjusts the drilling pitch of a drilling machine to be 2 m, then adopts a double-wheel grooving machine to carry out grooving construction, two rollers rotate at low speed during grooving, the directions are opposite, the milling teeth of the two rollers mill and crush the rock formation, and the drilled rock slag and slurry are discharged to a ground slurry station through a sand suction port in the middle of the milling wheel, and the reciprocating circulation is carried out until reaching Kong Chengcao. Patent number CN 114687393a, "a continuous wall construction equipment and construction method thereof," digs a wall slot by rotary drilling and grab combined cyclic drilling.

The existing anti-slide pile or retaining wall grooving machine solves the problem of pore-forming and grooving. The drilling machine has the following problems that (1) a vertical rectangular pile hole or a wall groove is mainly formed in a rock-soil body, a component block hole and a horizontal cantilever structure hole cannot be drilled in the rock-soil body, (2) hole repairing treatment is needed by adopting other mechanical or auxiliary measures, the drilling construction efficiency is low, the cost is high, the groove cannot be drilled or formed at one time, and (3) the anti-slide pile or the retaining wall hole is needed by auxiliary equipment to clean the pile hole or slag soil in the groove, the integration level of drilling and slag discharging equipment is low, and the drilling construction efficiency is low and the cost is high.

Disclosure of Invention

According to the defects of the prior art, the double-rotation horizontal cantilever and saw-tooth slide-resistant pile or retaining wall double-track drill comprises a rotation orthogonal track drill assembly and a conical drill assembly, wherein vertical pile holes/vertical wall holes are drilled in rock soil bodies through the rotation orthogonal track drill assembly, horizontal cantilever holes are drilled on two sides of the vertical pile holes/vertical wall holes through the rotation orthogonal track drill assembly, component force block holes are drilled in the rock soil bodies through the conical drill assembly, the component force block can exert vertical component force of residual sliding force, opposite bending moment is generated by the same horizontal force, meanwhile, the horizontal cantilever can fully utilize the strength of the slide-resistant pile or the retaining wall front rock soil body, the slide-resistant pile or retaining wall anti-bending and anti-sliding capacity is improved, the anchoring length of the slide-resistant pile or the retaining wall is reduced, the construction cost is saved, the integration degree of drilling and deslagging equipment is high, the construction period and the construction cost are saved, and the engineering quality and the safety of constructors are ensured.

The utility model is realized by the following technical scheme:

The double-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall double-track drill comprises a rotation orthogonal track drill assembly and a conical drill assembly which are arranged on a U-shaped steel frame, wherein the rotation orthogonal track drill assembly is horizontally arranged, and the conical drill assembly is vertically arranged;

The rotary orthogonal crawler drill assembly comprises two rotary orthogonal crawler drills and two translation assemblies, the translation assemblies drive the corresponding rotary orthogonal crawler drills to horizontally move and rotate, the translation assemblies comprise U-shaped driving frames, translation motors, sliding blocks, supporting seats, driving plates and rotating motors, the translation motors of the two translation assemblies are respectively arranged on two sides of the U-shaped steel frame, a supporting seat is arranged in the middle between the translation motors of the two translation assemblies and is fixed with the U-shaped steel frame through a supporting plate, translation screw rods of the translation motors of the two translation assemblies are respectively connected with the supporting seat in a rotating mode, the sliding blocks are matched with the translation screw rods and are arranged on the translation screw rods, the sliding blocks are fixed on the driving plates, the rotating motors and the U-shaped driving frames are respectively arranged on two side surfaces of the driving plates, and a rotating shaft of the rotating motor penetrates through the driving plates and is fixedly connected with the U-shaped driving frames;

The cone drill assembly comprises a cone drill U-shaped steel frame with a box-shaped structure and a plurality of cone drills, wherein the cone drill U-shaped steel frame is laterally opened, the cone drills are arranged horizontally and are distributed in a matrix, the cone drills comprise a cutter head assembly, a power assembly and a horizontal hydraulic cylinder, the cutter head assembly, the power assembly and the horizontal hydraulic cylinder are sequentially connected, one end of the horizontal hydraulic cylinder is fixed on the cone drill U-shaped steel frame, and the other end of the horizontal hydraulic cylinder is connected with the power assembly through a telescopic rod so as to drive the cone drill to horizontally move.

The cutter head assembly comprises a conical cutter head and a plurality of cutting slag inlet holes formed along the circumference of the cutter head, wherein a cutting knife is arranged on the outer wall of the cutter head at the edge of each cutting slag inlet hole, the power assembly comprises a protection housing, a baffle plate, a bottom plate and a rotary cutting motor, the baffle plate and the bottom plate are respectively arranged at two ends of the protection housing, a rotary shaft hole is formed in the center of the baffle plate, the rotary cutting motor is fixed between the baffle plate and the bottom plate, a rotary cutting motor rotating shaft on the rotary cutting motor penetrates through the rotating shaft hole on the baffle plate and is connected with the center of the inner wall of the cutter head, a plurality of steel supports are arranged on the rotary cutting motor rotating shaft along the circumference of the rotary cutting motor rotating shaft, and the rotary cutting motor rotating shaft is connected with the inner wall of the cutter head through the steel supports.

Still include slag discharging system, slag discharging system includes that the slag discharging is responsible for, the circular cone is bored the slag discharging pipe, vertical drill slag discharging pipe and arranges the total pipe, the circular cone bore slag discharging pipe level set up in the circular cone and through flexible pipe with it is responsible for to be connected to arrange the slag, arrange the slag discharging be responsible for vertical set up in the circular cone is bored in the U-shaped steelframe, arrange the top of being responsible for with arrange the total pipe and be connected, the bottom connect in vertical drill slag discharging pipe, vertical drill slag discharging pipe lower extreme extend to in the rotatory quadrature track is bored the subassembly and is close to rotatory quadrature track and is bored the setting, install the suction head that the sediment valve was inhaled in the area on the vertical drill slag discharging pipe.

The U-shaped steel frame is hoisted through a hoisting assembly, the hoisting assembly comprises a cable fixing frame, a hoisting beam, a cable motor and a cable, the cable fixing frame is fixed on the bottom surface of the hoisting beam, the cable motor is fixed on the hoisting beam through a cable motor shaft on the cable motor, and the cable motor is used for driving the cable and the U-shaped steel frame hoisted at the lower end of the cable motor to do lifting motion.

The U-shaped steel frame consists of a left drilling machine guard plate, a right drilling machine guard plate, a front drilling machine guard plate and a rear drilling machine guard plate, and drilling holes allowing the rotary orthogonal crawler drill to pass through are respectively formed in the left drilling machine guard plate and the right drilling machine guard plate.

The U-shaped steel frame of the conical drill is formed by enclosing a lower conical drill guard plate, an upper conical drill guard plate and a rear conical drill guard plate.

The rotary orthogonal caterpillar drill comprises a rotary motor assembly, a caterpillar assembly and a connecting plate, wherein the rotary motor assembly is composed of rotary motor rotors and gear rings, the gear rings are relatively arranged left and right, the rotary motor rotors are fixedly arranged on inner rings of the gear rings, the connecting plate is relatively arranged front and back, two ends of the connecting plate are respectively connected to the same end of a rotary motor fixed shaft of the rotary motor rotors in a rotating mode, and two ends of the U-shaped driving frame are respectively fixedly connected to two ends of the rotary motor fixed shaft.

The crawler belt assembly comprises a crawler belt and a reamer assembly, the crawler belt is annular, a plurality of teeth are arranged on the crawler belt along the circumference of the inner ring of the crawler belt, the teeth on the crawler belt are meshed with the teeth on the outer ring of the gear ring, the reamer assembly is uniformly arranged along the circumference of the outer ring of the crawler belt, and the reamer assembly comprises a reamer base and a reamer obliquely arranged on the reamer base.

The utility model has the advantages that:

(1) The component block holes and the horizontal cantilever holes are drilled in the rock and soil body through the conical drill assembly and the rotary orthogonal caterpillar drill assembly, so that the bending resistance and the skid resistance of the slide-resistant pile or the retaining wall are improved;

(2) The horizontal cantilever can fully utilize the strength of the rock-soil body of the embedded section of the slide-resistant pile or the retaining wall to resist the deformation of the slide-resistant pile or the retaining wall caused by the soil pressure;

(3) The horizontal cantilever can eliminate the bulge of the contact position between the slide-resistant pile or the retaining wall and the embedded section caused by the soil pressure inside the slide-resistant pile or the retaining wall;

(4) The anchoring length of the anti-slide piles or the retaining walls is reduced, and the construction cost is saved;

(5) The vertical piles or walls, the component force blocks and the horizontal cantilever in the rock-soil body can be formed at one time;

(6) The integration level of drilling and deslagging equipment is high, and the purposes of improving the construction efficiency and saving the construction and equipment cost are achieved.

Drawings

FIG. 1 is a schematic view of a multi-track drill of the present utility model;

FIG. 2 is a schematic view of a multi-track drill of the present utility model (II);

FIG. 3 is a schematic view of a multi-track drill of the present utility model (III);

FIG. 4 is a cross-sectional view of A-A of FIG. 1;

FIG. 5 is a cross-sectional view of B-B of FIG. 1;

FIG. 6 is a cross-sectional view of C-C of FIG. 1;

FIG. 7 is a cross-sectional view of D-D of FIG. 1;

FIG. 8 is a cross-sectional view of E-E of FIG. 1;

FIG. 9 is a schematic illustration of a retaining wall hole construction process according to the present utility model;

FIG. 10 is a cross-sectional view of F-F of FIG. 9;

FIG. 11 is a schematic view of a retaining wall according to the present utility model;

FIG. 12 is an enlarged view of g in FIG. 11;

FIG. 13 is a three-dimensional schematic of a component block of the present utility model;

As shown in fig. 1 to 13, the label marks in the figures are as follows:

1. Rotating the orthogonal caterpillar track drill assembly, 2, a conical drill assembly, 3.U-shaped steel frames and 4, a hoisting assembly;

11. Rotating the orthogonal track drill 12. Translating the assembly;

111. A rotating motor assembly 112, a track assembly 113, a link plate;

1111. rotating electric machine rotor 1112, rotating electric machine fixed shaft 1113, gear ring 1114, teeth;

1121. the crawler belt, 1122, reamer components, 11221, reamer bases, 11222;

121, a U-shaped driving frame, 122, a shaft hole, 123, a translation screw rod, 124, a translation motor, 125, a sliding block, 126, a supporting seat, 127, a supporting plate, 128, a driving plate, 129, a rotation motor, 1210 and a rotation shaft;

21. the conical drill, 22, a conical drill U-shaped steel frame, 23, a slag discharging system;

211. cutterhead assembly 212, power assembly 213, horizontal hydraulic cylinder;

2111. The cutterhead 2112, a slag inlet hole 2113, a cutter 2114 and a steel support;

2121. The protective housing, 2122, the baffle, 2123, the conical drill slag suction pipe hole, 2124, the rotating shaft hole, 2125, the bottom plate, 2126, the conical drill slag suction pipe hole, 2127, the rotary cutting motor, 2128, the rotary cutting motor rotating shaft;

221. A cone drill lower guard board 222, a cone drill upper guard board 223, a cone drill rear guard board 224, a vertical drill slag pipe hole 225 and a slag main pipe hole;

231. the slag discharging main pipe is 232, the conical drill slag discharging pipe is 233, the telescopic pipe is 234, the vertical drill slag discharging pipe is 235, the suction head is 236, the slag sucking valve is 237, and the slag discharging main pipe is provided;

31. The drilling machine comprises a left guard plate of the drilling machine, 32, a right guard plate of the drilling machine, 33, a front guard plate of the drilling machine, 34, a rear guard plate of the drilling machine, 35 and a drilling hole;

41. cable fixing frame, 42, hanging beam, 43, cable motor, 44, cable motor shaft, 45, cable;

a. Double-track drill, b, rock-soil slope, b1. landslide body, b2. slide bed, b3. sliding surface, c1, vertical drilling, c2. horizontal drilling, c3. vertical wall hole, c4. horizontal cantilever hole, c5. component block hole, d, component block, e, vertical wall, h, horizontal cantilever;

T, sliding force, M _T, moment of sliding force, T _v, vertical component of sliding force, T _h, horizontal component of sliding force, M _Tv, moment of vertical component of sliding force, F, vertical counterforce, M _F, moment of vertical counterforce, G, gravity, M _G, moment of gravity.

Detailed Description

The features of the utility model and other related features are described in further detail below by way of example in conjunction with the following figures to facilitate understanding by those skilled in the art:

The embodiment is shown in fig. 1-13, and the embodiment relates to a double-rotation horizontal cantilever and saw-tooth slide-resistant pile or retaining wall double-track drill, which mainly comprises a U-shaped steel frame 3, a lifting component 4, a rotation orthogonal track drill component 1, a cone drill component 2 and a slag discharging system 23, wherein the lifting component 4 is used for lifting the U-shaped steel frame 3, the rotation orthogonal track drill component 1 and the cone drill component 2 are both arranged on the U-shaped steel frame 3, the rotation orthogonal track drill component 1 is horizontally arranged, the cone drill component 2 is vertically arranged, the bottom of the rotation orthogonal track drill component 1 is exposed out of the bottom of the U-shaped steel frame 3 and is used for drilling a vertical pile hole or a vertical wall hole in a rock soil body to form a vertical pile or a vertical wall, the rotation orthogonal track drill component 1 can horizontally move, namely, the rotation orthogonal track drill component 1 horizontally moves out of the U-shaped steel frame 3 and is used for drilling a horizontal cantilever hole in the rock soil body to form a horizontal cantilever drill component block hole, and the cone drill component 2 is used for drilling a component block to form a component block. The slag discharging system 23 is used for discharging soil slag generated when the rock-soil body is drilled.

As shown in fig. 1 to 8, the U-shaped steel frame 3 is composed of a left guard plate 31, a right guard plate 32, a front guard plate 33 and a rear guard plate 34, and a drill hole 35 allowing the rotary orthogonal crawler drill assembly 1 (the rotary orthogonal crawler drill 11) to pass through is formed in each of the left guard plate 31 and the right guard plate 32. The hoisting assembly 4 comprises a cable fixing frame 41, a hanging beam 42, a cable motor 43 and a cable 45, wherein the cable fixing frame 41 is fixed on the bottom surface of the hanging beam 42, the cable motor 43 is fixed on the hanging beam 42 through a cable motor shaft 44 on the cable motor, and the cable motor 43 is used for driving the cable 45 and a U-shaped steel frame 3 hoisted at the lower end of the cable motor to do lifting motion so as to ensure the normal operation of the rotary orthogonal track drill assembly 1 and the conical drill assembly 2. Wherein the cables 45 are respectively connected with the left guard plate 31 and the right guard plate 32 of the U-shaped steel frame 3.

As shown in fig. 1 to 8, the rotary orthogonal crawler drill assembly 1 includes two rotary orthogonal crawler drills 11 and two translation assemblies 12, and the translation assemblies 12 drive the corresponding rotary orthogonal crawler drills 11 to perform horizontal movement, that is, the translation assemblies 12 drive the corresponding rotary orthogonal crawler drills 11 to move out of the U-shaped steel frame 3 through the corresponding drilling holes 35 so as to drill horizontal cantilever holes in the rock soil. The rotary orthogonal caterpillar drill 11 comprises a rotary motor assembly 111, a caterpillar assembly 112 and a connecting plate 113, wherein the rotary motor assembly 111 comprises rotary motor rotors 1111 and a gear ring 1113, the gear ring 1113 is provided with two rotary motor rotors 1111 on the left and right sides relatively, the inner ring of the gear ring 1113 is fixedly provided with the rotary motor rotors 1111, the connecting plate 113 is provided with two rotary motor fixed shafts 1112 which are fixedly connected with the rotary motor rotors 1111 at the same end of the rotary motor fixed shafts 1111 respectively at the two ends of the connecting plate 113 relatively, the connecting plate 113 is provided with shaft holes 122 corresponding to the rotary motor fixed shafts 1112, and the gear ring 1113 is provided with a plurality of teeth 1114 along the circumference of the outer ring of the gear ring. The track group 112 assembly includes a track 1121 and a reamer assembly 1122, the track 1121 being endless and the track 1121 being provided with a plurality of teeth 114 along the circumference of its inner ring, the teeth 114 on the track 1121 meshing with the teeth 114 on the outer ring of the gear ring 1113. The reamer assemblies 1122 are uniformly arranged along the circumference of the outer ring of the crawler 1121, and the reamer assemblies 1122 include a reamer base 11221 and a reamer 11222 obliquely mounted on the reamer base 11221. The rotary motor rotor 1111 drives the gear ring 1113 to rotate so as to drive the crawler 1121 to rotate, thereby driving the reamer 11222 of the reamer assembly 1122 to dig the rock-soil body, and the inclined arrangement of the reamer 11222 is more beneficial to the rock-soil body digging.

As shown in fig. 1 to 8, the translation assembly 12 includes a U-shaped driving frame 121, a translation motor 124, a sliding block 125, a supporting seat 126, a driving plate 128 and a rotating motor 129, the translation motors 124 of the two translation assemblies 12 are respectively installed on two sides of the U-shaped steel frame 3 (a left drilling machine protecting plate 31 and a right drilling machine protecting plate 32), a supporting seat 126 is arranged in the middle between the translation motors 124 of the two translation assemblies 12, the supporting seat 126 is fixed with the U-shaped steel frame 3 (a front drilling machine protecting plate 33) through a supporting plate 127, the translation screw rods 123 of the translation motors 124 of the two translation assemblies 12 are respectively and rotatably connected with the supporting seat 126, the sliding block 125 is matched with the translation screw rods 123 and installed on the translation screw rods 123, the sliding block 125 is fixed on the middle of the U-shaped driving frame 121, the rotating motor 129 and the U-shaped driving frame 121 are respectively arranged on two side surfaces of the driving plate 128, bases of the rotating motor 129 are fixed on the driving plate 128, the rotating shafts 1210 of the rotating motor 129 penetrate through the driving plate 128 and are fixedly connected with the U-shaped driving frame 121, two ends of the rotating motor fixing shafts 1112 are respectively connected with two ends of the rotating motor fixing shafts 1112, and the two ends of the U-shaped driving frame 121 are respectively provided with corresponding shaft holes 122. The rotation motor 129 drives the rotation shaft 1210 to rotate to drive the rotation orthogonal track drill 11 to rotate, and the translation motor 124 drives the translation screw 123 to rotate to drive the sliding block 125 to move along the length direction of the translation screw 123, so that the horizontal movement of the rotation orthogonal track drill 11 is realized.

As shown in fig. 1 to 8, the cone drill assembly 2 includes a cone drill U-shaped steel frame 22 with a box-shaped structure that is laterally opened, and a plurality of cone drills 21 installed in the cone drill U-shaped steel frame 22, wherein a single cone drill 21 is horizontally arranged and a plurality of cone drills 21 are arranged in a matrix, and the cone drill U-shaped steel frame 22 is formed by enclosing a cone drill lower guard plate 221, a cone drill upper guard plate 222 and a cone drill rear guard plate 223. The cone drill 21 comprises a cutter head assembly 211, a power assembly 212 and a horizontal hydraulic cylinder 213 which are sequentially connected, wherein the power assembly 212 drives the cutter head assembly 211 to rotate, one end of the horizontal hydraulic cylinder 213 is fixed on a cone drill U-shaped steel frame 22 (a cone drill rear guard plate 223), and the other end of the horizontal hydraulic cylinder 213 is connected with the power assembly 212 (a bottom plate 2125) through a telescopic rod so as to drive the cone drill 21 to horizontally move, i.e. the horizontal hydraulic cylinder 213 drives the cone drill 21 in the cone drill U-shaped steel frame 22 to move outside the cone drill U-shaped steel frame 22 or enables the cone drill 21 outside the cone drill U-shaped steel frame 22 to retract into the cone drill U-shaped steel frame 22.

The cutter head assembly 211 comprises a cutter head 2111, a cutting slag inlet 2112 and cutting blades 2113, wherein the cutter head 2111 is conical, the cutting slag inlet 2112 is arranged in a plurality along the circumference of the cutter head 2111, the extending direction of the cutting slag inlet 2112 is from the side part of the cutter head 2111 to the middle part of the cutter head 2111, the inner diameter is gradually reduced, a cutting blade 2113 is arranged on the outer wall of the cutter head 2111 at the edge of each cutting slag inlet 2112, the cutting blades 2113 are also arranged along the circumference of the cutter head 2111, and the extending direction of the cutting blades 2113 is the same as the extending direction of the cutting slag inlet 2112, namely, the extending direction of the cutting blades 2113 is from the side part of the cutter head 2111 to the middle part of the cutter head 2111. The cutting blade 2113 is used for cutting rock and soil, and the cut rock and soil can enter the cutter head 2111 through the cutting slag inlet hole 2112.

The power assembly 212 comprises a protective housing 2121, a baffle 2122, a bottom plate 2125 and a rotary-cut motor 2127, wherein the protective housing 2121 is cylindrical, the baffle 2122 and the bottom plate 2125 are circular, the baffle 2122 and the bottom plate 2125 are respectively arranged at two ends of the protective housing 2121, a rotating shaft hole 2124 is formed in the center of the baffle 2122, the rotary-cut motor 2127 is fixed between the baffle 2122 and the bottom plate 2125, a rotary-cut motor rotating shaft 2128 on the rotary-cut motor 2127 penetrates through the rotating shaft hole 2124 on the baffle 2122 and is connected with the center of the inner wall of the cutterhead 2111, and the rotary-cut motor 2128 on the rotary-cut motor 2127 is driven to rotate so as to drive the cutterhead 2111 to rotate, so that the cutting blade 2113 cuts rock. The cutterhead 2111 is rotatably coupled to the baffle 2122 to prevent entry of rock from the gap between the cutterhead 2111 and the baffle 2122. The rotary-cut motor rotating shaft 2128 is provided with a plurality of steel supports 2114 along the circumference, the rotary-cut motor rotating shaft 2128 is connected with the inner wall of the cutterhead 2111 through the steel supports 2114, the connection reinforcing effect is achieved, each steel support 2114 is located between two adjacent cutting slag inlet holes 2112 of the cutterhead 2111, and rock and soil cannot be prevented from entering the cutterhead 2111. The cutter head 2111 is driven to rotate by a rotary cutting motor 2127 so as to drive a cutting blade 2113 on the cutter head 2111 to cut rock and soil, and the rotary drill 21 is driven to move horizontally by matching with a horizontal hydraulic cylinder 213 so as to drill a component force block hole.

As shown in fig. 1 to 8, the slag discharging system 23 includes a slag discharging main pipe 231, a conical drilling slag discharging pipe 232, a vertical drilling slag discharging pipe 234 and a slag discharging main pipe 237, a conical drilling slag sucking pipe hole 2123 is formed at the side of the baffle 2122, a conical drilling slag discharging pipe hole 2126 is formed at the side of the bottom plate 2125, the position and the size of the conical drilling slag sucking pipe hole 2123 are corresponding to those of the conical drilling slag discharging pipe hole 2126, a conical drilling slag discharging pipe 232 is arranged between the conical drilling slag sucking pipe hole 2123 and the conical drilling slag discharging pipe hole 2126, a slag sucking valve 236 is arranged on the conical drilling slag discharging pipe 232, the conical drilling slag discharging pipe 232 is connected with the slag discharging main pipe 231 through a telescopic pipe 233, and the telescopic pipe 233 can adapt to horizontal movement of the conical drilling 21. The slag discharging main pipe 231 is vertically arranged in the conical drill U-shaped steel frame 22, the conical drill lower guard plate 221 and the conical drill upper guard plate 222 are respectively provided with a vertical drill slag discharging pipe hole 224 and a slag discharging main pipe hole 225, two ends of the slag discharging main pipe 231 are respectively arranged in the vertical drill slag discharging pipe hole 224 and the slag discharging main pipe hole 225, the top of the slag discharging main pipe 231 is connected with the slag discharging main pipe 237, the bottom of the slag discharging main pipe 231 is connected with the vertical drill slag discharging pipe 234, and the slag discharging main pipe 237 is connected with the slag sucking device. The lower end of the vertical drill slag discharging pipe 234 extends into the rotary orthogonal caterpillar drill assembly 1 and is arranged close to the rotary orthogonal caterpillar drill 11, and a suction head 235 with a slag suction valve 236 is arranged on the vertical drill slag discharging pipe 234. In the embodiment, a rotary cutting motor 2127 drives a cutting blade 2113 on a cutter head 2111 to cut rock and soil, a slag sucking valve 236 on a conical drill slag discharging pipe 232 is opened, the cut rock and soil enters the cutter head 2111 through a slag feeding hole 2112, then sequentially passes through the conical drill slag discharging pipe 232, a telescopic pipe 233, a slag discharging main pipe 231 and a slag discharging main pipe 237 and finally is discharged through a slag sucking device, a rotary motor rotor drives a reamer 11222 on the crawler 1121 to dig the rock and soil, a slag sucking valve 236 on a suction head 235 is opened, and the stirred rock and soil is discharged through the suction head 235, a vertical drill slag discharging pipe 234, the slag discharging main pipe 231 and the slag discharging main pipe 237.

As shown in fig. 1 to 10, in this embodiment, a dual-track drill a is used to drill a wall blocking hole on a rock-soil slope b, wherein the rock-soil slope b includes a sliding body b1 and a sliding bed b2, a sliding surface b3 is disposed between the sliding body b1 and the sliding bed b2, a vertical wall hole c3 of the wall blocking hole is located in the sliding body b1 and the sliding bed b2, the vertical wall hole c3 is obtained through a vertical hole c1, the vertical hole c1 is composed of a free section and a built-in section, the free section is located in the sliding body b1, and the built-in section is located in the sliding bed b 2. The component block hole c5 of the wall blocking hole is positioned in the landslide body b1, and the component block hole c5 is obtained by drilling a conical hole, namely, the conical hole is drilled firstly, and then transverse rotary drilling is performed, so that the component block hole c5 is obtained. The horizontal cantilever hole c4 of the baffle wall hole is positioned in the sliding bed b2, and the horizontal cantilever hole c4 is obtained by horizontally drilling the hole c 2. The construction method of the wall blocking hole comprises the following steps:

The telescopic rod of the horizontal hydraulic cylinder 213 of the cone drill 21 is in a standby state with the minimum stroke, the horizontal directions of the two rotary orthogonal track drills 11 are both positioned in the U-shaped steel frame 3, the rotary motor fixed shaft 1112 of the rotary orthogonal track drill 11 is horizontally arranged at the moment, the rotary orthogonal track drill 11 is controlled to drill down the vertical drilling hole c1 until the design depth of the vertical drilling hole c1, and the next vertical drilling hole c1 is drilled until the vertical wall hole c3 is formed in a circulating manner. The hole-forming double-track drill a is lifted upwards, the rotary orthogonal track drill assembly 1 is moved to the designed depth of the horizontal cantilever hole c4, the two rotary motors 128 respectively drive the two rotary orthogonal track drills 11 to rotate by 90 degrees, at this time, the rotary motor fixed shafts 1112 of the rotary orthogonal track drills 11 are vertically arranged, the rotary orthogonal track drills 11 are controlled to drill the horizontal hole c2 outwards by utilizing the translation motor 124 of the translation assembly 12, and the horizontal hole c2 is transversely drilled (along the length direction of the vertical wall hole c 3), so that the horizontal cantilever hole c4 is obtained. The conical drill 21 is controlled to drill a conical hole outwards by using the rotary cutting motor 2127 and the horizontal hydraulic cylinder 213, and the conical hole is drilled transversely (along the length direction of the vertical wall hole c 3), so that a component force block hole c5 is obtained.

As shown in fig. 11-13, the retaining wall comprises a vertical wall e, horizontal cantilevers h and component blocks d (the component blocks d form a sawtooth structure), wherein the horizontal cantilevers h are respectively arranged on two sides of the vertical wall e, the horizontal cantilevers h which are not positioned on the same side as the component blocks d are first horizontal cantilevers, the horizontal cantilevers h positioned on the same side as the component blocks d are second horizontal cantilevers, sliding force T of a rock-soil slope b acts on the retaining wall, the sliding force T is decomposed into vertical component T _v of the sliding force and horizontal component T _h of the sliding force, the moment of the sliding force T is M _T, the vertical wall e is used for blocking the horizontal component T _h of the sliding force, the component blocks d are used for converting the vertical component T _v of the sliding force into moment M _Tv, the moment M _Tv is opposite to the moment M _T, and further improves the bending resistance of the retaining wall, the moment M _F of the vertical counter force F is opposite to the moment M _T of the sliding force T by utilizing the strength of a rock-soil body under the first horizontal cantilever, the first horizontal cantilever and the moment M Duan Yan soil body, the moment M _F of the moment of the vertical counter-force F is further improved, and the moment M6823 of the second horizontal cantilever is applied to the moment of the retaining wall is opposite to the moment M.

The beneficial technical effects of this embodiment are:

Although the foregoing embodiments have been described in some detail with reference to the accompanying drawings, it will be appreciated by those skilled in the art that various modifications and changes may be made thereto without departing from the scope of the utility model as defined in the appended claims, and thus are not repeated herein.

Claims

1. The double-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall double-track drill is characterized by comprising a rotation orthogonal track drill assembly and a conical drill assembly which are arranged on a U-shaped steel frame, wherein the rotation orthogonal track drill assembly is horizontally arranged, and the conical drill assembly is vertically arranged;

2. The dual-rotation horizontal cantilever and saw-tooth slide-resistant pile or retaining wall dual-track drill of claim 1, wherein the cutterhead assembly comprises a conical cutterhead and a plurality of cutting slag inlets arranged along the circumference of the cutterhead, a cutting knife is arranged on the outer wall of the cutterhead at the edge of each cutting slag inlet, the power assembly comprises a protection housing, a baffle plate, a bottom plate and a rotary-cut motor, the baffle plate and the bottom plate are respectively arranged at two ends of the protection housing, a rotary-cut motor is fixed between the baffle plate and the bottom plate at the center of the baffle plate, a rotary-cut motor rotating shaft on the rotary-cut motor penetrates through the rotating shaft hole on the baffle plate and is connected with the center of the inner wall of the cutterhead, a plurality of steel supports are arranged along the circumference of the rotary-cut motor rotating shaft, and the rotary-cut motor rotating shaft is connected with the inner wall of the cutterhead through the steel supports.

3. The dual-rotation horizontal cantilever and saw-tooth slide-resistant pile or retaining wall dual-track drill of claim 1, further comprising a slag discharging system, wherein the slag discharging system comprises a slag discharging main pipe, a conical drill slag discharging pipe, a vertical drill slag discharging pipe and a slag discharging main pipe, the conical drill slag discharging pipe is horizontally arranged in the conical drill and connected with the slag discharging main pipe through a telescopic pipe, the slag discharging main pipe is vertically arranged in the conical drill U-shaped steel frame, the top of the slag discharging main pipe is connected with the slag discharging main pipe, the bottom of the slag discharging main pipe is connected with the vertical drill slag discharging pipe, the lower end of the vertical drill slag discharging pipe extends into the rotary orthogonal track drill assembly and is close to the rotary orthogonal track drill, and a suction head with a slag sucking valve is arranged on the vertical drill slag discharging pipe.

4. The double-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall double-track drill of claim 1, wherein the U-shaped steel frame is hoisted through a hoisting assembly, the hoisting assembly comprises a cable fixing frame, a hoisting beam, a cable motor and a cable, the cable fixing frame is fixed on the bottom surface of the hoisting beam, the cable motor is fixed on the hoisting beam through a cable motor shaft on the cable fixing frame, and the cable motor is used for driving the U-shaped steel frame hoisted at the lower end of the cable to do lifting motion.

5. The double-rotation horizontal cantilever and saw-tooth anti-slide pile or retaining wall double-track drill of claim 1, wherein the U-shaped steel frame comprises a left drilling machine guard plate, a right drilling machine guard plate, a front drilling machine guard plate and a rear drilling machine guard plate, and drilling holes allowing the rotation orthogonal track drill to pass through are respectively formed in the left drilling machine guard plate and the right drilling machine guard plate.

6. The double-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall double-crawler drill of claim 1, wherein the conical drill U-shaped steel frame is formed by enclosing a conical drill lower guard plate, a conical drill upper guard plate and a conical drill rear guard plate.

7. The dual-rotation horizontal cantilever and sawtooth anti-slide pile or retaining wall dual-track drill of claim 1, wherein the rotating orthogonal track drill comprises a rotating motor assembly, a track assembly and a connecting plate, the rotating motor assembly is composed of rotating motor rotors and gear rings, the gear rings are arranged on the inner rings of the gear rings in a left-right mode, the rotating motor rotors are fixed on the inner rings of the gear rings, the connecting plate is arranged on the front-back mode, two connecting plates are arranged on the front-back mode, two ends of the connecting plate are respectively connected to the same ends of rotating motor fixed shafts of the two rotating motor rotors in a rotating mode, and two ends of the U-shaped driving frame are respectively fixedly connected with two ends of the rotating motor fixed shafts.

8. The dual rotation horizontal cantilever and saw tooth slide pile or retaining wall dual track drill of claim 7, wherein the track assembly comprises a track and a reamer assembly, the track is annular, a plurality of teeth are arranged on the track along the circumference of the inner ring of the track, the teeth on the track are meshed with the teeth on the outer ring of the gear ring, the reamer assembly is uniformly arranged along the circumference of the outer ring of the track, and the reamer assembly comprises a reamer base and a reamer obliquely arranged on the reamer base.