Anti-slide pile or retaining wall pore-forming drill with horizontal boss and sawteeth

Abstract

The utility model discloses an anti-slide pile or retaining wall hole-forming drill with horizontal bosses and sawteeth, which comprises a U-shaped steel frame and 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 fixed on the hoisting beam through a horizontal boss. The cable motor is used for driving the cable and the U-shaped steel frame hoisted at the lower end of the cable to do lifting motion; the U-shaped steel frame is provided with a horizontally-arranged orthogonal track drill assembly and a vertically-arranged conical drill assembly. The drill bit has the advantages that component force block holes and horizontal boss holes are drilled and dug in a rock-soil body through the conical drill assembly and the orthogonal track drill assembly, and the bending resistance and the sliding resistance of a slide-resistant pile or a retaining wall are improved; the horizontal boss can fully utilize the strength of rock-soil mass of the built-in section of the slide-resistant pile or the retaining wall to resist deformation of the slide-resistant pile or the retaining wall caused by soil pressure; the horizontal boss can eliminate upheaval of the contact position of the slide-resistant pile or the retaining wall and the built-in section caused by soil pressure on the inner side of the slide-resistant pile or the retaining wall.

Description

Technical Field

[0001] The utility model relates to the technical field of anti-slip pile or retaining wall drilling machine equipment, in particular to an anti-slip pile or retaining wall hole forming drill with a horizontal boss and saw teeth. Background Art

[0002] In slope support, roadbed construction and other projects, anti-slide piles / retaining walls are the most effective measures to transfer the lateral thrust of rock and soil to the stable stratum below the sliding surface, resist lateral thrust, and control engineering and geological disasters. They are widely used in various engineering fields. When the landslide thrust acts on the anti-slide piles or retaining walls, the direction of the residual sliding force is usually not horizontal, but at a certain angle to the horizontal direction. The angle of most landslides is between 10 and 30°. According to the residual sliding force vector analysis, there are horizontal and vertical components. The commonly used anti-slide piles or retaining walls only resist the horizontal component, and the vertical component only acts on the anti-slide piles or retaining walls to transfer to the sliding bed, and has no direct effect on ordinary anti-slide piles or retaining walls. For retaining walls with multiple rows of sawtooth force blocks at the cantilever end of the anti-slide piles or retaining walls, the force blocks can exert the vertical component of the residual sliding force, provide a bending moment in the opposite direction of the horizontal force, and improve the bending resistance of the anti-slide piles / retaining walls. However, it is extremely difficult to drill holes for sawtooth anti-slide piles or retaining wall force blocks. Traditional anti-slide piles or retaining wall holes are usually excavated manually or mechanically. Collapses caused by manual bored pile construction account for 65% of the total collapse accidents, and are inefficient and costly. Mechanical excavation is safer and more efficient. Therefore, the use of mechanical drilling and digging of sawtooth anti-slide piles or retaining wall holes in the rock and soil layer is of great significance to ensure the safety of construction workers and improve efficiency.

[0003] At present, there are various drilling equipment and mechanical excavation methods. For example, the existing anti-slip pile drilling machinery has patent number CN103244053 A "Rectangular Drilling Machine", which mainly drives two T-shaped cutters evenly distributed at the bottom of the two steel frames to move toward each other and reciprocate through two cam bodies to cut the soil into a rectangular hole. Patent number CN 104533300 A "Rectangular Drilling Machine" sets a conical drill bit at the bottom of the rectangular transmission box and a cross-shaped long knife on the four sides. The conical drill bit drills into a circular pile hole, and then the cross-shaped long knife is rotated and cut to trim it into a rectangular pile hole. Patent number CN 105951798 A "A Rectangular Drilling Machine" mainly drives four concave waist cylinders with stirring knives to cut the soil through a motor to drill into a rectangular pile hole. Existing retaining wall slotting technologies mainly include bucket type and milling wheel type. Patent number CN 114687393A "A Continuous Wall Construction Equipment and Construction Method" uses a rotary drill and a grab bucket to circulate and drill the ground-connected wall slot. Patent No. CN 110258693A "A hydraulic grab and underground continuous wall construction equipment" realizes the switching between the hydraulic grab and the double-wheel milling machine through movable buckles and connecting parts, achieving multiple uses of one machine for drilling and digging underground continuous wall trenches. In order to realize the construction of ground-connected wall in low clearance, patent number CN 114086618A "A modular milling slot device for underground ground-connected wall construction" modularizes the functional components of the ground-connected wall slotting equipment into milling and cutting modules, slurry extraction modules, coiling modules and accessory reel modules, and connects them from front to back and lays them on the track; patent number CN 216108696 U "A truss chain milling and stirring ground-connected wall machine" and patent number CN 115897551 A "A continuous wall construction equipment and construction method based on TRD drilling rig" are both equipped with a chain with multiple milling heads evenly distributed on the truss with active and passive drive mechanisms at both ends, and the chain with milling heads is driven by the active drive mechanism to drill the ground-connected wall slot. Although the existing anti-slip pile or retaining wall slotting machine has solved some hole and slotting problems. However, the following problems still exist: (1) Existing drilling rigs mainly form vertical rectangular pile holes or wall grooves in the rock and soil, and are unable to drill force block holes and horizontal cantilever structure holes in the rock and soil; (2) Other mechanical or auxiliary measures are required to repair the holes, resulting in low drilling efficiency and high cost, and it is impossible to drill a groove or hole in one go; (3) Anti-slip piles or retaining wall holes require auxiliary equipment to clean the debris in the pile holes or grooves, the drilling and slag removal equipment has a low integration level, and the drilling efficiency is low and the cost is high. Summary of the invention

[0004] The purpose of the utility model is to provide an anti-slip pile or retaining wall hole-forming drill with horizontal bosses and saw teeth in accordance with the above-mentioned deficiencies of the prior art, which is composed of an orthogonal crawler drill assembly and a conical drill assembly. The vertical pile hole / vertical wall hole is drilled in the rock and soil by the orthogonal crawler drill assembly, the horizontal boss hole is drilled in the rock and soil by the orthogonal crawler drill assembly, and the force component block hole is drilled in the rock and soil by the conical drill assembly; the force component block can exert the vertical component of the remaining sliding force, provide the same horizontal force to produce a reverse bending moment, and at the same time the horizontal boss can make full use of the strength of the rock and soil in front of the anti-slip pile or retaining wall, improve the anti-bending and anti-slip ability of the anti-slip pile or retaining wall; reduce the anchoring length of the anti-slip pile or retaining wall, and save construction costs; the drilling and slag removal equipment has a high degree of integration, saves construction period and construction costs, improves work efficiency, and ensures project quality and the safety of construction personnel.

[0005] The purpose of this utility model is achieved by the following technical solutions:

[0006] A slide-resistant pile or retaining wall hole-forming drill with horizontal bosses and saw teeth, comprising a U-shaped steel frame and a lifting assembly for hoisting the U-shaped steel frame, the lifting assembly comprising a cable fixing frame, a hanging beam, a cable motor and a cable, the cable fixing frame being fixed to the bottom surface of the hanging beam, the cable motor being fixed to the hanging beam via a cable motor shaft thereon, the cable motor being used to drive the cable and the U-shaped steel frame hoisted by its lower end to perform lifting movements; a horizontally arranged orthogonal crawler drill assembly and a vertically arranged conical drill assembly are installed on the U-shaped steel frame, the conical drill assembly comprising a conical drill U-shaped steel frame of a box-type structure with a side opening, and a plurality of conical drills installed in the conical drill U-shaped steel frame and arranged horizontally.

[0007] The cone drill includes a cutter head assembly, a power assembly and a horizontal hydraulic cylinder which are connected in sequence. The power assembly drives the cutter head assembly to rotate. One end of the horizontal hydraulic cylinder is fixed to the U-shaped steel frame of the cone drill, and the other end is connected to the power assembly through a telescopic rod to drive the cone drill to move horizontally.

[0008] The cutter disc assembly includes a conical cutter disc and a plurality of cutting slag feed holes arranged along the circumference of the cutter disc, and a cutting knife is installed at the edge of each cutting slag feed hole on the outer wall of the cutter disc; the power assembly includes a protective cover shell, a baffle, a base plate and a rotary cutting motor, the baffle plate and the base plate are respectively installed at both ends of the protective cover shell, a shaft hole is provided at the center of the baffle plate, the rotary cutting motor is fixed between the baffle plate and the base plate, the rotary cutting motor shaft on the rotary cutting motor passes through the shaft hole on the baffle plate and is connected to the center of the inner wall of the cutter disc, the rotary cutting motor shaft is provided with a plurality of steel supports along its circumference, and the rotary cutting motor shaft is connected to the inner wall of the cutter disc through the steel supports.

[0009] The orthogonal crawler drill assembly includes an orthogonal crawler drill and a translation assembly for driving the orthogonal crawler drill to move horizontally. The orthogonal crawler drill includes a rotating motor assembly, a crawler assembly and a connecting plate. The rotating motor assembly is composed of a rotating motor rotor and a gear ring. Two gear rings are relatively arranged on the left and right, and the rotating motor rotor is fixed on the inner ring of the gear ring. Two connecting plates are relatively arranged on the front and back, and the two ends of the connecting plates are respectively fixedly connected to the same end of the rotating motor fixed shaft of the two rotating motor rotors.

[0010] The track assembly includes a track and a reamer assembly. The track is annular and is provided with a plurality of teeth along the circumference of its inner ring. The teeth on the track are meshed with the teeth on the outer ring of the gear ring. The reamer assembly is evenly arranged along the circumference of the outer ring of the track. The reamer assembly includes a reamer base and a reamer obliquely mounted on the reamer base.

[0011] The translation assembly includes a U-shaped driving frame, a translation motor, a sliding block and a supporting seat. The supporting seat and the translation motor are respectively fixed on both sides of the U-shaped steel frame. The translation screw of the translation motor is rotatably connected to the supporting seat. The sliding block cooperates with the translation screw and is installed on the translation screw. The sliding block is fixed on the U-shaped driving frame. The two ends of the U-shaped driving frame are respectively fixedly connected to the two ends of the fixed axis of the rotating motor.

[0012] The U-shaped steel frame is composed of a left guard plate of a drilling rig, a right guard plate of a drilling rig, a front guard plate of a drilling rig and a rear guard plate of a drilling rig. A drilling opening is provided on the right guard plate of the drilling rig to allow the orthogonal crawler drill to pass through.

[0013] It also includes a slag discharge system, which includes a slag discharge main pipe, a conical drill slag discharge pipe, a vertical drill slag discharge pipe and a slag discharge main pipe. The conical drill slag discharge pipe is horizontally arranged in the conical drill and connected to the slag discharge main pipe through a telescopic pipe. The slag discharge main pipe is vertically arranged in the U-shaped steel frame of the conical drill. The top of the slag discharge main pipe is connected to the slag discharge main pipe and the bottom is connected to the vertical drill slag discharge pipe. The lower end of the vertical drill slag discharge pipe extends into the orthogonal crawler drill assembly and is arranged close to the orthogonal crawler drill. A suction head with a slag suction valve is installed on the vertical drill slag discharge pipe.

[0014] 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.

[0015] The advantages of the utility model are:

[0016] (1) Through the conical drill assembly and the orthogonal crawler drill assembly, force block holes and horizontal boss holes can be drilled in the rock and soil to improve the bending and sliding resistance of anti-sliding piles or retaining walls;

[0017] (2) The horizontal boss can make full use of the strength of the rock and soil of the anti-sliding pile or the retaining wall embedded section to resist the deformation of the anti-sliding pile or retaining wall caused by soil pressure;

[0018] (3) The horizontal boss can eliminate the soil pressure inside the anti-sliding pile or retaining wall, which causes the anti-sliding pile or retaining wall to bulge at the contact point with the embedded section;

[0019] (4) Reduce the anchorage length of anti-slide piles or retaining walls to save construction costs;

[0020] (5) Vertical piles or walls, force blocks and horizontal bosses in the rock and soil body can be drilled at one time;

[0021] (6) The drilling and slag removal equipment is highly integrated, achieving the goal of improving construction efficiency and saving construction and equipment costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 Schematic diagram of the hole-forming drill of the utility model (I);

[0023] Figure 2 Schematic diagram of the hole-forming drill of the utility model (II);

[0024] Figure 3 Schematic diagram of the hole-forming drill of the utility model (III);

[0025] Figure 4 for Figure 1 Cross-section of the middle AA;

[0026] Figure 5 for Figure 1 Cross-section of the middle BB;

[0027] Figure 6 for Figure 1 Cross-section of the middle CC;

[0028] Figure 7 for Figure 1 Cross-section of the middle DD;

[0029] Figure 8 This is a schematic diagram of the construction process of the retaining wall hole of the utility model;

[0030] Fig. 9 for Figure 8 Cross-section of EE;

[0031] Fig.10 This is a force diagram of the retaining wall of the utility model;

[0032] Fig.11 for Fig.10 Enlarged view of middle g;

[0033] Fig.12 It is a three-dimensional schematic diagram of the force dividing block of the utility model;

[0034] like Figures 1 to 12 As shown, the marks in the figure represent respectively:

[0035] 1. Orthogonal crawler drill assembly, 2. Conical drill assembly, 3. U-shaped steel frame, 4. Lifting assembly;

[0036] 11. Orthogonal crawler drill, 12. Translation assembly;

[0037] 111. rotating motor assembly, 112. crawler assembly, 113. connecting plate, 1111. rotating motor rotor, 1112. rotating motor fixed shaft, 1113. gear ring, 1114. teeth, 1121. crawler, 1122. reamer assembly, 11221. reamer base, 11222. reamer;

[0038] 121. U-shaped driving frame, 122. shaft hole, 123. translation screw, 124. translation motor, 125. sliding block, 126. supporting seat;

[0039] 21. Cone drill, 22. Cone drill U-shaped steel frame, 23. Slag removal system;

[0040] 211. Cutter head assembly, 212. Power assembly, 213. Horizontal hydraulic cylinder;

[0041] 2111. Cutter head, 2112. Cutting slag hole, 2113. Cutting knife, 2114. Steel support;

[0042] 2121. protective cover, 2122. baffle, 2123. conical drill slag suction pipe hole, 2124. rotating shaft hole, 2125. bottom plate, 2126. conical drill slag discharge pipe hole, 2127. rotary cutting motor, 2128. rotary cutting motor shaft;

[0043] 221. Conical drilling of lower guard plate, 222. Conical drilling of upper guard plate, 223. Conical drilling of rear guard plate, 224. Vertical drilling of slag discharge pipe hole, 225. Slag discharge main pipe hole;

[0044] 231. Slag discharge main pipe, 232. Conical drill slag discharge pipe, 233. Telescopic pipe, 234. Vertical drill slag discharge pipe, 235. Suction head, 236. Slag suction valve, 237. Slag discharge main pipe;

[0045] 31. Drilling rig left guard plate, 32. Drilling rig right guard plate, 33. Drilling rig front guard plate, 34. Drilling rig rear guard plate, 35. Drilling mouth;

[0046] 41. Cable fixing frame, 42. Lifting beam, 43. Cable motor, 44. Cable motor shaft, 45. Cable;

[0047] a. Drilling hole, b. Rock and soil slope, b1. Landslide body, b2. Sliding bed, b3. Sliding surface, c1. Vertical drilling hole, c2. Horizontal drilling hole, c3. Conical hole, c4. Vertical wall hole, c5. Horizontal boss hole, c6. Force distribution block hole, d. Force distribution block, e. Vertical wall, h. Horizontal boss;

[0048] 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 the vertical component of the sliding force, F.Vertical reaction force, M F .The moment of vertical reaction force. DETAILED DESCRIPTION

[0049] The following is a further detailed description of the features of the present invention and other related features through embodiments in conjunction with the accompanying drawings to facilitate understanding by technicians in the same industry:

[0050] Example: Figures 1 to 7 As shown, the present embodiment relates to an anti-slip pile or retaining wall hole-forming drill with horizontal bosses and saw teeth, which mainly comprises a U-shaped steel frame 3, a lifting assembly 4, an orthogonal crawler drill assembly 1, a conical drill assembly 2 and a slag removal system 23. The lifting assembly 4 is used to lift the U-shaped steel frame 3, the orthogonal crawler drill assembly 1 and the conical drill assembly 2 are both installed on the U-shaped steel frame 3, and the orthogonal crawler drill assembly 1 is horizontally arranged, and the conical drill assembly 2 is vertically arranged. The bottom of the orthogonal crawler drill assembly 1 is exposed outside the bottom of the U-shaped steel frame 3, and is used to drill vertical pile holes or vertical wall holes in the rock and soil to form vertical piles or vertical walls. The orthogonal crawler drill assembly 1 can be moved horizontally, that is, the horizontal direction of the orthogonal crawler drill assembly 1 can be moved outside the U-shaped steel frame 3, and is used to drill horizontal boss holes in the rock and soil to form horizontal bosses. The conical drill assembly 2 is used to drill force component block holes to form force component blocks. The slag removal system 23 is used to remove soil slag generated when drilling rock and soil.

[0051] like Figures 1 to 7 As shown, 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 is provided on the right guard plate 32 to allow the orthogonal crawler drill assembly 1 (orthogonal crawler drill 11) to pass through. The lifting assembly 4 includes a cable fixing frame 41, a hanging beam 42, a cable motor 43 and a cable 45. The cable fixing frame 41 is fixed to the bottom surface of the hanging beam 42, and the cable motor 43 is fixed to the hanging beam 42 via the cable motor shaft 44 thereon. The cable motor 43 is used to drive the cable 45 and the U-shaped steel frame 3 hoisted at its lower end to perform lifting and lowering movements to ensure the normal operation of the orthogonal crawler drill assembly 1 and the conical drill assembly 2. Among them, the cable 45 is respectively connected to the left guard plate 31 and the right guard plate 32 of the U-shaped steel frame 3.

[0052] like Figures 1 to 7 As shown, the orthogonal crawler drill assembly 1 includes an orthogonal crawler drill 11 and a translation assembly 12. The translation assembly 12 drives the orthogonal crawler drill 11 to move horizontally, that is, the translation assembly 12 drives the orthogonal crawler drill 11 to move through the drill opening 35 to the outside of the U-shaped steel frame 3 to drill a horizontal boss hole in the rock and soil. The orthogonal crawler drill 11 includes a rotating motor assembly 111, a crawler assembly 112 and a connecting plate 113. The rotating motor assembly 111 is composed of a rotating motor rotor 1111 and a gear ring 1113. Two gear rings 1113 are relatively arranged on the left and right, and the rotating motor rotor 1111 is fixed on the inner ring of the gear ring 1113. Two connecting plates 113 are relatively arranged on the front and back, and the two ends of the connecting plates 113 are respectively fixedly connected to the same end of the rotating motor fixed shaft 1112 of the two rotating motor rotors 1111. The connecting plate 113 is provided with an axial hole 122 corresponding to the rotating motor fixed shaft 1112, and the gear ring 1113 is provided with a plurality of teeth 1114 along the circumference of its outer ring. The crawler assembly 112 includes a crawler 1121 and a reamer assembly 1122. The crawler 1121 is annular and is provided with a plurality of teeth 114 along the circumference of its inner ring. The teeth 114 on the crawler 1121 mesh with the teeth 114 on the outer ring of the gear ring 1113. The reamer assembly 1122 is evenly arranged along the circumference of the outer ring of the crawler 1121. The reamer assembly 1122 includes a reamer base 11221 and a reamer 11222 obliquely mounted on the reamer base 11221. The rotating 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 reamer the rock and soil. The inclined arrangement of the reamer 11222 is more conducive to reamer excavation of the rock and soil.

[0053] like Figures 1 to 7 As shown, the translation assembly 12 includes a U-shaped driving frame 121, a translation motor 124, a sliding block 125 and a support seat 126. The support seat 126 and the translation motor 124 are respectively fixed on both sides of the U-shaped steel frame 3 (the left guard plate 31 of the drilling rig and the right guard plate 32 of the drilling rig). The translation screw 123 on the translation motor 124 is rotatably connected to the support seat 126. The sliding block 125 cooperates with the translation screw 123 and is installed on the translation screw 123. The sliding block 125 is fixed on the middle part of the U-shaped driving frame 121. The two ends of the U-shaped driving frame 121 are respectively fixedly connected to the two ends of a rotating motor fixed shaft 1112. Both ends of the U-shaped driving frame 121 are provided with an axial hole 122 corresponding to the rotating motor fixed shaft 1112. The translation motor 124 drives the translation screw 123 to rotate, so as to drive the sliding block 125 to move along the length direction of the translation screw 123, thereby realizing the horizontal movement of the orthogonal crawler drill 11.

[0054] like Figures 1 to 7As shown, the cone drill assembly 2 includes a cone drill U-shaped steel frame 22 of a box-shaped structure with a side opening and a plurality of cone drills 21 installed in the cone drill U-shaped steel frame 22. The single cone drill 21 is horizontally arranged and the plurality of cone drills 21 are arranged in a matrix. The cone drill U-shaped steel frame 22 is enclosed by 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 includes a cutter head assembly 211, a power assembly 212 and a horizontal hydraulic cylinder 213 which are connected in sequence. The power assembly 212 drives the cutter head assembly 211 to rotate. One end of the horizontal hydraulic cylinder 213 is fixed to the cone drill U-shaped steel frame 22 (cone drill rear guard plate 223), and the other end is connected to the power assembly 212 (bottom plate 2125) through a telescopic rod to drive the cone drill 21 to move horizontally, that is, 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 makes the cone drill 21 outside the cone drill U-shaped steel frame 22 retract into the cone drill U-shaped steel frame 22.

[0055] The cutterhead assembly 211 includes a cutterhead 2111, a cutting slag feed hole 2112 and a cutting knife 2113. The cutterhead 2111 is conical, and a plurality of cutting slag feed holes 2112 are arranged along the circumference of the cutterhead 2111. The extending direction of the cutting slag feed hole 2112 is from the side of the cutterhead 2111 to the middle of the cutterhead 2111, and the inner diameter gradually decreases. A cutting knife 2113 is installed at the edge of each cutting slag feed hole 2112 on the outer wall of the cutterhead 2111, and the cutting knife 2113 is also arranged along the circumference of the cutterhead 2111, and the extending direction of the cutting knife 2113 is also the same as the extending direction of the cutting slag feed hole 2112, that is, the extending direction of the cutting knife 2113 is from the side of the cutterhead 2111 to the middle of the cutterhead 2111. The cutting knife 2113 is used for cutting rock and soil, and the cut rock and soil can enter the inside of the cutterhead 2111 through the cutting slag feed hole 2112.

[0056] The power assembly 212 includes a protective cover 2121, a baffle 2122, a base plate 2125 and a rotary cutting motor 2127. The protective cover 2121 is cylindrical, and the baffle 2122 and the base plate 2125 are both circular. The baffle 2122 and the base plate 2125 are respectively installed at both ends of the protective cover 2121. A shaft hole 2124 is opened at the center of the baffle 2122. The rotary cutting motor 2127 is fixed between the baffle 2122 and the base plate 2125. The rotary cutting motor shaft 2128 on the rotary cutting motor 2127 passes through the shaft hole 2124 on the baffle 2122 and is connected to the center of the inner wall of the cutter disc 2111. The rotary cutting motor 2127 drives the rotary cutting motor shaft 2128 thereon to rotate, so as to drive the cutter disc 2111 to rotate, thereby realizing the cutting of rock and soil by the cutting knife 2113. The cutter disc 2111 is rotatably connected to the baffle plate 2122 to prevent rock and soil from entering through the gap between the cutter disc 2111 and the baffle plate 2122. The rotary cutter motor shaft 2128 is provided with a plurality of steel supports 2114 along its circumference. The rotary cutter motor shaft 2128 is connected to the inner wall of the cutter disc 2111 through the steel supports 2114 to play a role in connection reinforcement, and each steel support 2114 is located between two adjacent cutting slag holes 2112 of the cutter disc 2111, which will not hinder rock and soil from entering the cutter disc 2111. The cutter disc 2111 is driven to rotate by the rotary cutter motor 2127 to drive the cutting blade 2113 on the cutter disc 2111 to cut rock and soil, and the horizontal hydraulic cylinder 213 is used to drive the cone drill 21 to move horizontally to drill the force distribution block hole.

[0057] like Figures 1 to 7As shown, the slag discharge system 23 includes a slag discharge main pipe 231, a cone drill slag discharge pipe 232, a vertical drill slag discharge pipe 234 and a slag discharge main pipe 237. A cone drill slag suction pipe hole 2123 is opened on the side of the baffle 2122, and a cone drill slag discharge pipe hole 2126 is opened on the side of the bottom plate 2125. The position and size of the cone drill slag suction pipe hole 2123 correspond to the position and size of the cone drill slag discharge pipe hole 2126 respectively. A cone drill slag discharge pipe 232 is arranged between the cone drill slag suction pipe hole 2123 and the cone drill slag discharge pipe hole 2126. A slag suction valve 236 is arranged on the cone drill slag discharge pipe 232. The cone drill slag discharge pipe 232 is connected to the slag discharge main pipe 231 through a telescopic pipe 233. The setting of the telescopic pipe 233 can adapt to the horizontal movement of the cone drill 21. The slag discharge pipe 231 is vertically arranged in the U-shaped steel frame 22 of the cone drill. The cone drill lower guard plate 221 and the cone drill upper guard plate 222 are respectively provided with a vertical drill slag discharge pipe hole 224 and a slag discharge pipe hole 225. The two ends of the slag discharge pipe 231 are respectively installed in the vertical drill slag discharge pipe hole 224 and the slag discharge pipe hole 225. The top of the slag discharge pipe 231 is connected to the slag discharge main pipe 237, and the bottom is connected to the vertical drill slag discharge pipe 234. The slag discharge main pipe 237 is connected to the slag suction device. The lower end of the vertical drill slag discharge pipe 234 extends into the orthogonal crawler drill assembly 1 and is arranged close to the orthogonal crawler drill 11. The vertical drill slag discharge pipe 234 is installed with a suction head 235 with a slag suction valve 236. In this embodiment, the rotary cutting motor 2127 drives the cutting knife 2113 on the cutter disc 2111 to cut the rock and soil, and opens the slag suction valve 236 on the conical drill slag discharge pipe 232. The cut rock and soil enter the cutter disc 2111 through the cutting slag inlet hole 2112, and then pass through the conical drill slag discharge pipe 232, the telescopic pipe 233, the slag discharge main pipe 231 and the slag discharge main pipe 237 in sequence, and are finally discharged through the slag suction device; the rotating motor rotor 1111 drives the reamer 11222 on the crawler 1121 to excavate the rock and soil, and opens the slag suction valve 236 on the suction head 235. The excavated rock and soil pass through the suction head 235, the vertical drill slag discharge pipe 234, the slag discharge main pipe 231 and the slag discharge main pipe 237, and are finally discharged through the slag suction device.

[0058] like Figures 1 to 9As shown, taking the drilling of retaining wall holes as an example, a retaining wall hole is excavated in a rock slope b by a hole-forming drill a, wherein the rock slope b includes a landslide body b1 and a slide bed b2, a sliding surface b3 is provided between the landslide body b1 and the slide bed b2, and a vertical wall hole c4 of the retaining wall hole is located in the landslide body b1 and the slide bed b2, and the vertical wall hole c4 is obtained through the vertical hole c1, and the vertical hole c1 is composed of a free section and an embedded section, the free section is located in the landslide body b1, and the embedded section is located in the slide bed b2. The force component hole c6 of the retaining wall hole is located in the landslide body b1, and the force component hole c6 is obtained through the conical hole c3, that is, the conical hole c3 is drilled first, and then the force component hole c6 is obtained by performing horizontal rotation drilling. The horizontal boss hole c5 of the retaining wall hole is located in the slide bed b2, and the horizontal boss hole c5 is obtained by horizontal drilling c2. The construction method of the retaining wall hole is as follows:

[0059] The telescopic rod of the horizontal hydraulic cylinder 213 of the conical drill 21 is placed in a standby state with the minimum stroke, and the horizontal direction of the orthogonal crawler drill 11 is located in the U-shaped steel frame 3 (the sliding block 125 is located at the leftmost side of the translation screw 123), and the orthogonal crawler drill 11 is controlled to drill the rock and soil body downward to the designed depth of the vertical borehole c1. After the drilling of the vertical borehole c1 is completed, the next vertical borehole c1 is drilled, and this cycle is repeated until the drilling of the vertical wall hole c4 is completed. The hole-forming drill a is lifted upward, and the orthogonal crawler drill assembly 1 is moved to the designed depth of the horizontal boss hole c5. The translation motor 124 is used to control the orthogonal crawler drill 11 to drill the horizontal borehole c2 outward. After the drilling of the horizontal borehole c2 is completed, the orthogonal crawler drill 11 is retracted into the U-shaped steel frame 4, and the next horizontal borehole c2 is drilled, and this cycle is repeated until the drilling of the horizontal boss hole c5 is completed. The rotary cutting motor 2127 and the horizontal hydraulic cylinder 213 are used to control the conical drill 21 to drill the conical hole c3 outward. At this time, the conical drill 21 does not retreat into the conical drill U-shaped steel frame 22, and moves along the length direction of the vertical wall hole c4 to form a hole drill a. The conical hole c3 is drilled by the conical drill 21 to form a force component block hole c6.

[0060] like Figures 10-12 As shown in the figure, taking the retaining wall as an example, the retaining wall includes a vertical wall e, a horizontal boss h and a force component d (multiple force components d form a sawtooth structure). The sliding force T of the rock slope b acts on the retaining wall, and the sliding force T is decomposed into the vertical component force T of the sliding force. v and the horizontal component of the sliding force T h , the moment of the sliding force T is M T , the vertical wall e is used to block the horizontal component of the sliding force T h , the force block d is used to convert the vertical component of the sliding force T v Converted into torque M Tv , and the moment M Tv With torque M TOn the contrary, the bending resistance of the retaining wall is improved; by utilizing the strength of the rock and soil under the horizontal boss h, the horizontal boss h and the embedded rock and soil generate an upward vertical reaction force F, and the moment M of the vertical reaction force F F Moment M with sliding force T T On the contrary, the deformation capacity of the retaining wall is further improved.

[0061] The beneficial technical effects of this embodiment are:

[0062] (1) Through the conical drill assembly and the orthogonal crawler drill assembly, force block holes and horizontal boss holes can be drilled in the rock and soil to improve the bending and sliding resistance of anti-sliding piles or retaining walls;

[0063] (2) The horizontal boss can make full use of the strength of the rock and soil of the anti-sliding pile or the retaining wall embedded section to resist the deformation of the anti-sliding pile or retaining wall caused by soil pressure;

[0064] (3) The horizontal boss can eliminate the soil pressure inside the anti-sliding pile or retaining wall, which causes the anti-sliding pile or retaining wall to bulge at the contact point with the embedded section;

[0065] (4) Reduce the anchorage length of anti-slide piles or retaining walls to save construction costs;

[0066] (5) Vertical piles or walls, force blocks and horizontal bosses in the rock and soil body can be drilled at one time;

[0067] (6) The drilling and slag removal equipment is highly integrated, achieving the goal of improving construction efficiency and saving construction and equipment costs.

[0068] Although the above embodiments have described the concepts and embodiments of the purpose of the utility model in detail with reference to the accompanying drawings, ordinary technicians in this field can recognize that various improvements and modifications can still be made to the utility model without departing from the scope of the claims, so they are not described one by one here.

Claims

1. A drill for anti-sliding piles or retaining walls with horizontal bosses and saw teeth, characterized in that: It comprises a U-shaped steel frame and a lifting assembly for lifting the U-shaped steel frame, wherein the lifting assembly comprises a cable fixing frame, a lifting beam, a cable motor and a cable, wherein the cable fixing frame is fixed to the bottom surface of the lifting beam, the cable motor is fixed to the lifting beam via a cable motor shaft thereon, and the cable motor is used to drive the cable and the U-shaped steel frame lifted by its lower end to perform lifting movements; a horizontally arranged orthogonal crawler drill assembly and a vertically arranged conical drill assembly are installed on the U-shaped steel frame, and the conical drill assembly comprises a conical drill U-shaped steel frame of a box-type structure with a side opening, and a plurality of conical drills installed in the conical drill U-shaped steel frame and arranged horizontally.

2. The anti-sliding pile or retaining wall drilling drill with horizontal bosses and saw teeth as claimed in claim 1, characterized in that: The cone drill includes a cutter head assembly, a power assembly and a horizontal hydraulic cylinder which are connected in sequence. The power assembly drives the cutter head assembly to rotate. One end of the horizontal hydraulic cylinder is fixed to the U-shaped steel frame of the cone drill, and the other end is connected to the power assembly through a telescopic rod to drive the cone drill to move horizontally.

3. The anti-sliding pile or retaining wall drilling drill with horizontal bosses and saw teeth as claimed in claim 2, characterized in that: The cutter disc assembly includes a conical cutter disc and a plurality of cutting slag feed holes arranged along the circumference of the cutter disc, and a cutting knife is installed at the edge of each cutting slag feed hole on the outer wall of the cutter disc; the power assembly includes a protective cover shell, a baffle, a base plate and a rotary cutting motor, the baffle plate and the base plate are respectively installed at both ends of the protective cover shell, a shaft hole is provided at the center of the baffle plate, the rotary cutting motor is fixed between the baffle plate and the base plate, the rotary cutting motor shaft on the rotary cutting motor passes through the shaft hole on the baffle plate and is connected to the center of the inner wall of the cutter disc, the rotary cutting motor shaft is provided with a plurality of steel supports along its circumference, and the rotary cutting motor shaft is connected to the inner wall of the cutter disc through the steel supports.

4. The anti-sliding pile or retaining wall hole drill with horizontal boss and saw teeth as claimed in claim 1, characterized in that: The orthogonal crawler drill assembly includes an orthogonal crawler drill and a translation assembly for driving the orthogonal crawler drill to move horizontally. The orthogonal crawler drill includes a rotating motor assembly, a crawler assembly and a connecting plate. The rotating motor assembly is composed of a rotating motor rotor and a gear ring. Two gear rings are relatively arranged on the left and right, and the rotating motor rotor is fixed on the inner ring of the gear ring. Two connecting plates are relatively arranged on the front and back, and the two ends of the connecting plates are respectively fixedly connected to the same end of the rotating motor fixed shaft of the two rotating motor rotors.

5. The anti-sliding pile or retaining wall drilling drill with horizontal bosses and saw teeth as claimed in claim 4, characterized in that: The track assembly includes a track and a reamer assembly. The track is annular and is provided with a plurality of teeth along the circumference of its inner ring. The teeth on the track are meshed with the teeth on the outer ring of the gear ring. The reamer assembly is evenly arranged along the circumference of the outer ring of the track. The reamer assembly includes a reamer base and a reamer obliquely mounted on the reamer base.

6. The anti-sliding pile or retaining wall hole drill with horizontal boss and saw teeth as claimed in claim 5, characterized in that: The translation assembly includes a U-shaped driving frame, a translation motor, a sliding block and a supporting seat. The supporting seat and the translation motor are respectively fixed on both sides of the U-shaped steel frame. The translation screw of the translation motor is rotatably connected to the supporting seat. The sliding block cooperates with the translation screw and is installed on the translation screw. The sliding block is fixed on the U-shaped driving frame. The two ends of the U-shaped driving frame are respectively fixedly connected to the two ends of the fixed axis of the rotating motor.

7. The anti-sliding pile or retaining wall hole drill with horizontal boss and saw teeth as claimed in claim 4, characterized in that: The U-shaped steel frame is composed of a left guard plate of a drilling rig, a right guard plate of a drilling rig, a front guard plate of a drilling rig and a rear guard plate of a drilling rig. A drilling opening is provided on the right guard plate of the drilling rig to allow the orthogonal crawler drill to pass through.

8. The anti-sliding pile or retaining wall drilling drill with horizontal bosses and saw teeth as claimed in claim 1, characterized in that: It also includes a slag discharge system, which includes a slag discharge main pipe, a conical drill slag discharge pipe, a vertical drill slag discharge pipe and a slag discharge main pipe. The conical drill slag discharge pipe is horizontally arranged in the conical drill and connected to the slag discharge main pipe through a telescopic pipe. The slag discharge main pipe is vertically arranged in the U-shaped steel frame of the conical drill. The top of the slag discharge main pipe is connected to the slag discharge main pipe and the bottom is connected to the vertical drill slag discharge pipe. The lower end of the vertical drill slag discharge pipe extends into the orthogonal crawler drill assembly and is arranged close to the orthogonal crawler drill. A suction head with a slag suction valve is installed on the vertical drill slag discharge pipe.

9. The anti-sliding pile or retaining wall hole drill with horizontal bosses and saw teeth as claimed in claim 1, characterized in that: 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.

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