CN118065752A - Rock-soil layer drilling equipment and method for building construction - Google Patents
Rock-soil layer drilling equipment and method for building construction Download PDFInfo
- Publication number
- CN118065752A CN118065752A CN202410479385.8A CN202410479385A CN118065752A CN 118065752 A CN118065752 A CN 118065752A CN 202410479385 A CN202410479385 A CN 202410479385A CN 118065752 A CN118065752 A CN 118065752A
- Authority
- CN
- China
- Prior art keywords
- shaped
- rod
- adjusting
- drill rod
- fixedly connected
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 79
- 239000002689 soil Substances 0.000 title claims abstract description 35
- 238000000034 method Methods 0.000 title claims abstract description 31
- 238000009435 building construction Methods 0.000 title claims abstract description 17
- 239000011435 rock Substances 0.000 claims abstract description 37
- 230000006835 compression Effects 0.000 claims description 26
- 238000007906 compression Methods 0.000 claims description 26
- 238000010276 construction Methods 0.000 claims description 11
- 230000000694 effects Effects 0.000 claims description 6
- 238000001125 extrusion Methods 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B3/00—Rotary drilling
- E21B3/02—Surface drives for rotary drilling
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/36—Percussion drill bits
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/42—Rotary drag type drill bits with teeth, blades or like cutting elements, e.g. fork-type bits, fish tail bits
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/22—Rods or pipes with helical structure
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/06—Down-hole impacting means, e.g. hammers
- E21B4/10—Down-hole impacting means, e.g. hammers continuous unidirectional rotary motion of shaft or drilling pipe effecting consecutive impacts
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Abstract
The invention relates to the technical field of soil layer drilling equipment, in particular to rock and soil layer drilling equipment and a method for building construction, wherein the rock and soil layer drilling equipment for building construction comprises a machine base, the top of the machine base is movably connected with an adjusting frame, the top of the adjusting frame is fixedly connected with a drilling motor, the output end of the drilling motor is fixedly connected with a spiral drill rod, an adjusting groove is formed in the spiral drill rod, the upper part of the inner wall of the adjusting groove is movably connected with a supporting sleeve, the middle part of the supporting sleeve is fixedly sleeved with an adjusting ring, and a guiding mechanism is movably connected between the top of the supporting sleeve and the inner wall of the adjusting groove; an adjusting mechanism matched with the adjusting ring is movably connected between two sides of the inner wall of the adjusting groove; the bottom of the supporting sleeve is fixedly connected with an impact drill rod, and the bottom of the impact drill rod penetrates through the inner bottom surface of the adjusting groove. The invention effectively improves the drilling efficiency by realizing the automatic switching between the impact drilling mode and the common drilling mode.
Description
Technical Field
The invention relates to the technical field of soil layer drilling equipment, in particular to rock soil layer drilling equipment and a rock soil layer drilling method for building construction.
Background
The foundation pit of the foundation is required to be slope-protected after the construction is finished, constructors can drill holes in the soil layer of the foundation pit through drilling equipment and install anchoring pieces at the moment, and an anchoring drilling machine is generally adopted for construction;
The prior patent (bulletin number: CN 112627722A) discloses drilling and punching equipment for piling in building construction, which comprises a machine body and a first cavity arranged at the top of the machine body, wherein second cavities are symmetrically arranged at the left end and the right end of the first cavity. The inventor finds that the following problems in the prior art are not solved well in the process of realizing the scheme: 1. the equipment always adopts an impact drilling mode to drill in the construction process, in the impact drilling process, a drill bit needs to reciprocate to drill, and compared with the drilling mode of a spiral drill rod, the drilling mode is difficult to automatically adjust when drilling a position with only a soil layer and no rock layer, and the drilling efficiency is influenced; 2. in the use process of the existing partial rock-soil drilling equipment, the rock layer is broken only through the impact drilling mode, the drilling mode is single, and when the harder rock layer is encountered, the rock layer is difficult to break in the impact process.
Disclosure of Invention
The invention aims to provide rock-soil layer drilling equipment and method for building construction, which are used for solving the problems in the background technology.
In order to achieve the above purpose, the present invention provides the following technical solutions: the rock-soil layer drilling equipment for building construction comprises a machine base, wherein an adjusting frame is movably connected to the top of the machine base, a drilling motor is fixedly connected to the top of the adjusting frame, a spiral drill rod is fixedly connected to the output end of the drilling motor, an adjusting groove is formed in the spiral drill rod, a supporting sleeve is movably connected to the upper portion of the inner wall of the adjusting groove, an adjusting ring is fixedly sleeved at the middle of the supporting sleeve, and a guiding mechanism is movably connected between the top of the supporting sleeve and the inner wall of the adjusting groove;
An adjusting mechanism matched with an adjusting ring is movably connected between two sides of the inner wall of the adjusting groove, and the top of the adjusting ring is provided with a corrugated surface;
The bottom of supporting sleeve fixedly connected with strikes the drilling rod, the bottom of striking the drilling rod runs through the interior bottom surface of adjustment tank, the inside swing joint of striking the drilling rod has broken mechanism, broken mechanism's upper portion and adjustment mechanism's middle part swing joint.
Preferably, the guiding mechanism comprises a supporting bearing, an outer ring of the supporting bearing is fixedly connected with the inner wall of the adjusting groove, four supporting blocks are fixedly connected with an inner ring of the supporting bearing along the circumference at equal intervals, a connecting ring is fixedly connected with the top of the supporting sleeve, four guide rods are fixedly connected with the side wall of the connecting ring along the circumference at equal intervals, the four supporting blocks are respectively and slidably connected with the middle parts of the four guide rods, and an adjusting spring is movably sleeved on the upper part of the guide rod.
Preferably, the adjusting mechanism comprises two L-shaped sliding grooves, the two L-shaped sliding grooves are symmetrically formed in the lower portion of the spiral drill rod, the L-shaped sliding grooves are internally connected with L-shaped connecting rods in a sliding mode, arc-shaped blades are symmetrically arranged in the lower portion of the outer wall of the spiral drill rod, and the side walls of the two arc-shaped blades are fixedly connected with one ends of the two L-shaped connecting rods respectively;
The two sides of the inner wall of the adjusting groove are movably connected with U-shaped guide sleeves, the upper part and the lower part of each U-shaped guide sleeve are symmetrically provided with waist-shaped grooves, a sliding rod is movably connected between the two waist-shaped grooves which are the same as the horizontal grooves, and the side walls of the two U-shaped guide sleeves are fixedly connected with arc-shaped base plates matched with the crushing mechanism;
The upper part of the inner wall of the adjusting groove is symmetrically and fixedly connected with a cushion block, the middle part of the cushion block is connected with a connecting block in a sliding manner, the side wall of the connecting block is fixedly connected with an adjusting rod, and one end of the adjusting rod is rotationally connected with an adjusting wheel matched with the adjusting ring;
The middle part of the adjusting rod is movably connected with a connecting cross rod, and the bottom of the connecting cross rod and the top of the L-shaped connecting rod are respectively and fixedly connected with the middle parts of the two sliding rods on the same side;
The lower part symmetry fixedly connected with stopper inside the adjustment tank, two the upper portion of L type connecting rod do not sliding connection is in two the middle part of stopper, the fixed spacing ring that has cup jointed in lower part of L type connecting rod, compression spring has been cup jointed in the middle part activity of L type connecting rod, compression spring sets up between stopper and spacing ring.
Preferably, the two sides of the top and the two sides of the bottom of the U-shaped guide sleeve are fixedly connected with positioning blocks, the middle part of each positioning block is slidably connected with a positioning rod, and one end of each positioning rod is fixedly connected with the inner wall of each adjusting groove.
Preferably, the cushion block is a U-shaped block, moving grooves are formed in two sides of the cushion block, moving pins are fixedly connected to two sides of the connecting block, and the two moving pins are respectively and slidably connected to the inner parts of the moving grooves.
Preferably, the crushing mechanism comprises a movable groove, the movable groove is formed in the middle of the impact drill rod, round holes are formed in two sides of the inner wall of the movable groove, a T-shaped movable rod is connected in the round holes in a sliding mode, and one end of the T-shaped movable rod penetrates through the round holes to be connected with guide wheels matched with the adjusting mechanism in a rotating mode;
The inner top surface of the movable groove is fixedly connected with a spring telescopic rod, the lower part of the movable groove is connected with a T-shaped compression rod in a sliding manner, the top of the T-shaped compression rod and the bottom of the spring telescopic rod are both hinged with two hinging rods, and the two hinging rods are respectively hinged with the side walls of the two T-shaped movable rods;
The lower part of impact drill rod has seted up with movable groove matched with broken groove, the equal activity of both sides of broken inslot wall is pegged graft there is the broken pole of U type, the bottom fixedly connected with fly leaf of T type depression bar, the bar groove has been seted up to the lower part symmetry of fly leaf, two the equal fixedly connected with bar piece of one side that the broken pole of U type is relative, two the one end swing joint of bar piece is in two respectively the inside in bar groove.
Preferably, the jacks are symmetrically arranged on two sides of the lower portion of the impact drill rod, and two ends of the U-shaped crushing rod are respectively and slidably connected to the interiors of two adjacent jacks.
The application method of the rock-soil layer drilling equipment for building construction comprises the following steps:
S1, when the rock-soil layer drilling equipment for building construction is used, firstly, the rock-soil layer drilling equipment for building construction is moved to a position to be drilled, then, a drilling motor is started to rotate along with a spiral drill rod to drill holes, in the soil layer drilling process, the spiral drill rod and an arc-shaped blade are matched in rotation, drilling can be easily carried out, when the bottom of the spiral drill rod drills to a rock layer position, the drilling speed of the spiral drill rod is reduced, and at the moment, the arc-shaped blade is extruded by the rock layer to slide to the upper part of the spiral drill rod;
s2, synchronously moving the corresponding L-shaped connecting rods in the upward moving process of the arc-shaped blades, so that the upper parts of the L-shaped connecting rods slide in the waist-shaped grooves on the U-shaped guide sleeves with the sliding rods, at the moment, the U-shaped guide sleeves move towards the direction of the impact drill rod, the waist-shaped grooves on the upper parts of the U-shaped guide sleeves slide in a matched manner with the sliding rods on the connecting cross rods, the connecting cross rods move downwards with the adjusting rods, and the adjusting rods pull the adjusting wheels to be lapped on the corrugated surfaces at the tops of the adjusting rings;
S3, in the rotation process of the spiral drill rod, a supporting bearing inner ring, a connecting ring, a supporting sleeve, an adjusting ring and an impact drill rod which are fixedly connected with the inner wall of the adjusting groove cannot rotate along with the spiral drill rod, the two adjusting wheels synchronously rotate along with the spiral drill rod and roll on a corrugated surface at the top of the adjusting ring, and under the action of an adjusting spring, the adjusting ring is made to reciprocate along the supporting sleeve inside the spiral drill rod to impact the surface of a rock layer;
S4, when the two U-shaped guide sleeves relatively move, the two arc-shaped base plates move along with each other and are attached together, when the impact drill rod moves downwards, guide wheels on T-shaped movable rods on two sides of the impact drill rod are propped against the surfaces of the arc-shaped base plates to enable the two T-shaped movable rods to relatively move, at the moment, the hinging rods on the lower parts of the two T-shaped movable rods deflect and prop against the T-shaped compression rods to move downwards, the movable plate at the bottom of the T-shaped compression rods moves downwards, then the strip-shaped blocks move along with the change of the positions of the strip-shaped grooves on the movable plate, one ends of the strip-shaped blocks move out of the impact drill rod with the U-shaped crushing rods, and the strip-shaped blocks are inserted into rock stratum to be crushed;
And S5, finally, after the impact drill rod and the spiral drill rod pass through the rock stratum, the arc-shaped blade is released from the extrusion state, so that the compression spring elastically restores to press the L-shaped connecting rod and the arc-shaped blade to move downwards on the surface of the spiral drill rod, the U-shaped guide sleeve and the adjusting wheel are reset, and then the adjusting spring is lifted and reset with the adjusting ring and the impact drill rod, so that the adjusting wheel cannot be contacted with the adjusting ring in the rotation process, and the impact drilling state is released.
Compared with the prior art, the invention has the beneficial effects that:
According to the invention, through the cooperation of the L-shaped connecting rod, the U-shaped guide sleeve, the adjusting wheel and other parts, when the equipment drills to the stratum, the arc-shaped blade is pressed, so that the L-shaped connecting rod moves upwards to carry the U-shaped guide sleeve to translate, at the moment, the U-shaped guide sleeve moves downwards through the connecting cross rod to carry the adjusting rod and the adjusting wheel, so that the adjusting wheel and the adjusting ring cooperate to carry out impact operation with the reciprocating movement of the impact drill rod, when the equipment drills to the stratum, the arc-shaped blade resets, so that the adjusting wheel automatically releases the cooperation with the adjusting ring to carry out normal drilling operation, and the impact drilling and the automatic switching of the common drilling modes are realized, so that the drilling efficiency is effectively improved.
According to the invention, through the matched use of the T-shaped compression bar, the movable plate, the U-shaped crushing bars and other parts, when the U-shaped guide sleeve translates and moves along with the arc-shaped base plate, the guide wheel is contacted with the arc-shaped base plate in the downward movement process of the impact drill rod, at the moment, the two T-shaped compression bars resist the T-shaped movable bar to move downwards, and in the downward movement process of the movable plate, the two U-shaped crushing bars move out from the lower part of the impact drill rod, after the impact drill rod is inserted into a rock stratum, the U-shaped crushing bars further crush the inside of the rock stratum, so that the crushing efficiency of the rock stratum is improved.
According to the invention, through the matched use of the movable plate, the strip-shaped groove, the adjusting block and other parts, when the impact drill rod moves downwards, the T-shaped pressing rod moves downwards synchronously under the matched action of the T-shaped movable rod and the hinging rod, and meanwhile, the strip-shaped groove on the movable plate at the bottom of the T-shaped pressing rod slides with the adjusting block in a matched manner, so that the U-shaped crushing rod can extend after the impact drill rod is inserted into a rock stratum, and in the ascending process of the impact drill rod, the U-shaped crushing rod can be quickly retracted into the crushing groove, and the stability in the rock stratum crushing process is improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a partial position cross-sectional view of the auger stem and arcuate blade of the present invention;
FIG. 3 is an enlarged view of the structure of FIG. 2A in accordance with the present invention;
FIG. 4 is an enlarged view of the structure of FIG. 2B in accordance with the present invention;
FIG. 5 is an enlarged view of the structure of FIG. 2C in accordance with the present invention;
FIG. 6 is an enlarged view of the structure of FIG. 2D according to the present invention;
FIG. 7 is a side cross-sectional view of a partial position of an adjustment ring and adjustment wheel of the present invention;
FIG. 8 is a side cross-sectional view of a partial position of the U-shaped guide sleeve and L-shaped connecting rod of the present invention;
FIG. 9 is a schematic view of the partial positions of the arc-shaped pad and the T-shaped movable rod according to the present invention.
In the figure: 1. a base; 2. an adjusting frame; 3. drilling a motor; 4. a auger stem; 5. an adjustment tank; 6. a support sleeve; 7. an adjusting ring; 8. a guide mechanism; 801. a support bearing; 802. a support block; 803. a connecting ring; 804. a guide rod; 805. an adjusting spring; 9. an adjusting mechanism; 901. an L-shaped chute; 902. an L-shaped connecting rod; 903. an arcuate blade; 904. u-shaped guide sleeve; 905. a waist-shaped groove; 906. a slide bar; 907. an arc-shaped backing plate; 908. a cushion block; 909. a connecting block; 910. an adjusting rod; 911. an adjusting wheel; 912. connecting the cross bars; 913. a limiting block; 914. a limiting ring; 915. a compression spring; 10. striking the drill rod; 11. a crushing mechanism; 1101. a movable groove; 1102. a round hole; 1103. a T-shaped movable rod; 1104. a guide wheel; 1105. a spring telescoping rod; 1106. a T-shaped compression bar; 1107. a hinge rod; 1108. a crushing tank; 1109. a U-shaped crushing rod; 1110. a movable plate; 1111. a bar-shaped groove; 1112. a bar block; 12. corrugated surfaces.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which are obtained by a worker of ordinary skill in the art without creative efforts, are within the protection scope of the present invention based on the embodiments of the present invention.
Referring to fig. 1 to 9, the present invention provides a technical solution: the utility model provides a rock soil layer drilling equipment for construction, includes frame 1, the top swing joint of frame 1 has alignment jig 2, the top fixedly connected with of alignment jig 2 bores motor 3, the output fixedly connected with auger stem 4 that bores motor 3, adjustment tank 5 has been seted up to auger stem 4's inside, the upper portion swing joint of adjustment tank 5 inner wall has supporting sleeve 6, the fixed adjusting ring 7 that has cup jointed in the middle part of supporting sleeve 6, swing joint has guiding mechanism 8 between the top of supporting sleeve 6 and the inner wall of adjustment tank 5. It should be noted that: the bottom of the drilling equipment stand 1 is provided with a movable seat and the adjusting frame 2 can be moved on top of the stand 1, here the prior art of the anchoring drilling machine, which will not be described in detail.
An adjusting mechanism 9 matched with the adjusting ring 7 is movably connected between two sides of the inner wall of the adjusting groove 5, and the top of the adjusting ring 7 is provided with a corrugated surface 12.
The bottom of the supporting sleeve 6 is fixedly connected with an impact drill rod 10, the bottom of the impact drill rod 10 penetrates through the inner bottom surface of the adjusting groove 5, a crushing mechanism 11 is movably connected inside the impact drill rod 10, and the upper part of the crushing mechanism 11 is movably connected with the middle part of the adjusting mechanism 9. It should be noted that: a sealing ring is movably connected between the impact drill rod 10 and the inner wall of the adjusting groove 5, so that the tightness is improved.
In this embodiment, as shown in fig. 1 to 9, the guiding mechanism 8 includes a supporting bearing 801, an outer ring of the supporting bearing 801 is fixedly connected with an inner wall of the adjusting groove 5, an inner ring of the supporting bearing 801 is fixedly connected with four supporting blocks 802 along a circumference at equal intervals, a top of the supporting sleeve 6 is fixedly connected with a connecting ring 803, a side wall of the connecting ring 803 is fixedly connected with four guide rods 804 along the circumference at equal intervals, the four supporting blocks 802 are respectively and slidably connected with the middle parts of the four guide rods 804, and an adjusting spring 805 is movably sleeved on the upper part of the guide rod 804. It should be noted that: an adjusting spring 805 is arranged between the top of the support block 802 and the connecting ring 803, and the adjusting spring 805 can enable the impact drill rod 10 to be reset by being carried by the support sleeve 6 after being used.
In this embodiment, as shown in fig. 1 to 9, the adjusting mechanism 9 includes two L-shaped sliding grooves 901, the two L-shaped sliding grooves 901 are symmetrically arranged at the lower part of the auger stem 4, the L-shaped connecting rod 902 is slidably connected in the L-shaped sliding grooves 901, the arc-shaped blades 903 are symmetrically arranged at the lower part of the outer wall of the auger stem 4, and the side walls of the two arc-shaped blades 903 are respectively fixedly connected with one ends of the two L-shaped connecting rods 902. It should be noted that: the inner wall of L type spout 901 is provided with the sealing washer, promotes sealed effect.
The two sides of the inside of the adjusting groove 5 are both movably connected with U-shaped guide sleeves 904, waist-shaped grooves 905 are symmetrically formed in the upper part and the lower part of the U-shaped guide sleeves 904, a sliding rod 906 is movably connected between the two waist-shaped grooves 905 which are the same as the horizontal, and arc-shaped base plates 907 matched with the crushing mechanism 11 are fixedly connected to the side walls of the two U-shaped guide sleeves 904. It should be noted that: both ends of the sliding rod 906 are rotatably connected with pulleys, and the sliding rod 906 is slidably connected inside the waist-shaped groove 905 through the pulleys.
The upper part of the inner wall of the adjusting groove 5 is symmetrically and fixedly connected with a cushion block 908, the middle part of the cushion block 908 is connected with a connecting block 909 in a sliding way, the side wall of the connecting block 909 is fixedly connected with an adjusting rod 910, and one end of the adjusting rod 910 is rotatably connected with an adjusting wheel 911 matched with the adjusting ring 7. It should be noted that: when the adjustment lever 910 moves down with the adjustment wheel 911, the adjustment wheel 911 will overlap the top of the adjustment ring 7.
The middle part of the adjusting rod 910 is movably connected with a connecting cross rod 912, and the bottom of the connecting cross rod 912 and the top of the L-shaped connecting rod 902 are respectively and fixedly connected with the middle parts of the two slide rods 906 on the same side. It should be noted that: the middle part of the adjusting rod 910 is fixedly sleeved with a connecting bearing, and the upper part of the connecting cross rod 912 is fixedly connected with the outer ring of the connecting bearing; and two waist-shaped grooves 905 on the same side are arranged in a splayed shape, when the U-shaped guide sleeve 904 moves left and right, two adjacent slide bars 906 can move relatively or oppositely, so that when the L-shaped connecting rod 902 moves upwards, the connecting cross bar 912 moves downwards with the adjusting wheel 911.
The lower part symmetry fixedly connected with stopper 913 of adjustment tank 5 inner wall, the upper portion of two L type connecting rods 902 do not sliding connection is in the middle part of two stoppers 913, and the fixed spacing ring 914 that has cup jointed in lower part of L type connecting rod 902, compression spring 915 that has cup jointed in the middle part activity of L type connecting rod 902, compression spring 915 set up between stopper 913 and spacing ring 914. It should be noted that: the L-shaped connecting rod 902 and the arc-shaped blade 903 are pressed against the lower part of the spiral drill rod 4 by the compression spring 915, the arc-shaped blade 903 pressed against by the compression spring 915 cannot move upwards in the soil layer drilling process, and after the soil layer is drilled into the rock stratum, the arc-shaped blade 903 is extruded and moves upwards in the adjusting groove 5 with the L-shaped connecting rod 902.
In this embodiment, as shown in fig. 1 to 9, positioning blocks are fixedly connected to both sides of the top and both sides of the bottom of the U-shaped guide sleeve 904, a positioning rod is slidably connected to the middle of the positioning block, and one end of the positioning rod is fixedly connected to the inner wall of the adjusting groove 5. It should be noted that: when the L-shaped connecting rod 902 moves upwards, the U-shaped guide sleeve 904 translates under the action of the waist-shaped groove 905, and stability of the U-shaped guide sleeve 904 in the translation process is improved by matching of the positioning rod and the positioning block.
In this embodiment, as shown in fig. 1 to 9, the cushion block 908 is a U-shaped block, two sides of the cushion block 908 are provided with moving grooves, two sides of the connecting block 909 are fixedly connected with moving pins, and the two moving pins are respectively slidably connected in the two moving grooves. It should be noted that: when the connecting cross bar 912 moves down to the limit position with the adjusting lever 910 and the adjusting wheel 911, the bottom of the moving pin on the connecting block 909 is attached to the inner bottom surface of the moving groove, and at this time, the adjusting wheel 911 is also attached to the top surface of the adjusting ring 7.
In this embodiment, as shown in fig. 1 to 9, the crushing mechanism 11 includes a movable groove 1101, the movable groove 1101 is formed in the middle of the impact drill rod 10, round holes 1102 are formed on two sides of the inner wall of the movable groove 1101, a T-shaped movable rod 1103 is slidably connected inside the round holes 1102, and one end of the T-shaped movable rod 1103 penetrates through the round holes 1102 to be rotatably connected with a guide wheel 1104 matched with the adjusting mechanism 9. It should be noted that: when the T-shaped movable rod 1103 and the guide wheel 1104 move downward along with the impact drill rod 10, the guide wheel 1104 will press against the top of the translated arc-shaped backing plate 907, so that the guide wheel 1104 moves along with the T-shaped movable rod 1103 into the movable slot 1101.
The spring telescopic rod 1105 is fixedly connected to the inner top surface of the movable groove 1101, the T-shaped compression rod 1106 is slidably connected to the lower portion of the movable groove 1101, two hinge rods 1107 are hinged to the top of the T-shaped compression rod 1106 and the bottom of the spring telescopic rod 1105, and the two hinge rods 1107 are hinged to the side walls of the two T-shaped movable rods 1103 respectively. It should be noted that: the movable slot 1101 is a T-shaped slot, so that the T-shaped compression bar 1106 can stably slide up and down in the movable slot 1101; through four articulated bars 1107 cooperation, make two T type movable rod 1103, spring telescopic link 1105 and T type depression bar 1106 form diamond structure, after guide pulley 1104 releases the contact with arc backing plate 907, spring telescopic link 1105 moves down, makes two T type movable rod 1103 move the reset in opposite directions, and T type depression bar 1106 can move the reset upwards.
The lower part of the impact drill rod 10 is provided with a crushing groove 1108 matched with the movable groove 1101, two sides of the inner wall of the crushing groove 1108 are movably inserted with U-shaped crushing rods 1109, the bottom of the T-shaped pressing rod 1106 is fixedly connected with a movable plate 1110, the lower part of the movable plate 1110 is symmetrically provided with a strip-shaped groove 1111, one sides of the two U-shaped crushing rods 1109, which are opposite, are fixedly connected with strip-shaped blocks 1112, and one ends of the two strip-shaped blocks 1112 are respectively movably connected in the two strip-shaped grooves 1111. It should be noted that: one end fixedly connected with locating pin of bar 1112, locating pin sliding connection is in the inside of adjustment tank 5, and when fly leaf 1110 carried the bar 1111 and removed, the locating pin was slided in adjustment tank 5 and carried bar 1112 and broken pole 1109 of U type to remove in the lower part of impact drill rod 10, and the broken pole 1109 of the U type that stretches out further destroys the stratum.
In this embodiment, as shown in fig. 1 to 9, two sides of the lower portion of the impact drill rod 10 are symmetrically provided with insertion holes, and two ends of the U-shaped breaking rod 1109 are respectively slidably connected to the inside of two adjacent insertion holes.
In this embodiment, as shown in fig. 1 to 9, a method for using a rock-soil layer drilling device for building construction includes the following steps:
S1, when the rock-soil layer drilling equipment for building construction is used, firstly, the rock-soil layer drilling equipment for building construction is moved to a position to be drilled, then, a drilling motor 3 is started to rotate along with a spiral drill rod 4 to drill holes, in the soil layer drilling process, the spiral drill rod 4 and an arc-shaped blade 903 are matched in rotation, drilling can be easily carried out, when the bottom of the spiral drill rod 4 is drilled to the rock layer position, the drilling speed of the spiral drill rod 4 is reduced, and at the moment, the arc-shaped blade 903 is extruded by the rock layer to slide to the upper part of the spiral drill rod 4;
S2, in the process of moving up the arc-shaped blade 903, the corresponding L-shaped connecting rod 902 moves synchronously, so that the upper part of the L-shaped connecting rod 902 slides in a waist-shaped groove 905 on the U-shaped guide sleeve 904 with the sliding rod 906, at the moment, the U-shaped guide sleeve 904 moves towards the direction of the impact drill rod 10, the waist-shaped groove 905 on the upper part of the U-shaped guide sleeve 904 slides in a matched manner with the sliding rod 906 on the connecting cross rod 912, the connecting cross rod 912 moves downwards with the adjusting rod 910, and the adjusting rod 910 pulls the adjusting wheel 911 to be overlapped on the corrugated surface 12 at the top of the adjusting ring 7;
S3, in the rotation process of the spiral drill rod 4, the inner ring of a supporting bearing 801, a connecting ring 803, a supporting sleeve 6, an adjusting ring 7 and an impact drill rod 10 which are fixedly connected with the inner wall of an adjusting groove 5 cannot rotate along with the spiral drill rod 4, and two adjusting wheels 911 synchronously rotate along with the spiral drill rod 4 and roll on a corrugated surface 12 at the top of the adjusting ring 7, so that the adjusting ring 7 moves back and forth with the supporting sleeve 6 and the inside of the spiral drill rod 4 under the action of an adjusting spring 805 to impact the surface of a rock layer;
S4, when the two U-shaped guide sleeves 904 move relatively, the two arc-shaped base plates 907 move and are attached together, when the impact drill rod 10 moves downwards, guide wheels 1104 on the T-shaped movable rods 1103 on the two sides of the impact drill rod 10 are propped against the surfaces of the arc-shaped base plates 907 to enable the two T-shaped movable rods 1103 to move relatively, at the moment, hinge rods 1107 on the lower parts of the two T-shaped movable rods 1103 deflect and prop against the T-shaped compression rods 1106 to move downwards, so that movable plates 1110 on the bottoms of the T-shaped compression rods 1106 move downwards, then strip-shaped blocks 1112 move along with the change of positions of strip-shaped grooves 1111 on the movable plates 1110, so that one ends of the strip-shaped blocks 1112 move out of the impact drill rod 10 with one ends of the U-shaped crushing rods 1109 and are inserted into a rock stratum to be crushed;
And S5, finally, after the impact drill rod 10 and the spiral drill rod 4 pass through the rock stratum, the arc-shaped blade 903 is released from the extrusion state, the compression spring 915 elastically restores to press the L-shaped connecting rod 902 and the arc-shaped blade 903 to move downwards on the surface of the spiral drill rod 4, the U-shaped guide sleeve 904 and the adjusting wheel 911 are reset, and then the adjusting spring 805 lifts and resets with the adjusting ring 7 and the impact drill rod 10, so that the adjusting wheel 911 cannot be contacted with the adjusting ring 7 in the rotation process, and the impact drilling state is released.
Claims (8)
1. Rock-soil layer drilling equipment for building construction, including frame (1), its characterized in that: the automatic drilling machine is characterized in that an adjusting frame (2) is movably connected to the top of the machine base (1), a drilling motor (3) is fixedly connected to the top of the adjusting frame (2), a spiral drill rod (4) is fixedly connected to the output end of the drilling motor (3), an adjusting groove (5) is formed in the spiral drill rod (4), a supporting sleeve (6) is movably connected to the upper portion of the inner wall of the adjusting groove (5), an adjusting ring (7) is fixedly sleeved at the middle of the supporting sleeve (6), and a guiding mechanism (8) is movably connected between the top of the supporting sleeve (6) and the inner wall of the adjusting groove (5);
an adjusting mechanism (9) matched with the adjusting ring (7) is movably connected between two sides of the inner wall of the adjusting groove (5), and the top of the adjusting ring (7) is provided with a corrugated surface (12);
the bottom of supporting sleeve (6) fixedly connected with strikes drilling rod (10), the bottom of striking drilling rod (10) runs through the interior bottom surface of adjustment tank (5), the inside swing joint of striking drilling rod (10) has broken mechanism (11), the upper portion of broken mechanism (11) and the middle part swing joint of adjustment mechanism (9).
2. A rock and soil layer drilling apparatus for construction according to claim 1, wherein: guiding mechanism (8) are including supporting bearing (801), the inner wall fixed connection of outer lane and adjustment tank (5) of supporting bearing (801), four supporting shoe (802) of inner circle along circumference equidistance fixedly connected with of supporting bearing (801), the top fixedly connected with go-between (803) of supporting sleeve (6), four guide arm (804) of lateral wall along circumference equidistance fixedly connected with of go-between (803), four supporting shoe (802) sliding connection are respectively four the middle part of guide arm (804), adjusting spring (805) has been cup jointed in the upper portion activity of guide arm (804).
3. A rock and soil layer drilling apparatus for construction according to claim 2, wherein: the adjusting mechanism (9) comprises two L-shaped sliding grooves (901), the two L-shaped sliding grooves (901) are symmetrically formed in the lower portion of the spiral drill rod (4), an L-shaped connecting rod (902) is connected in the L-shaped sliding grooves (901) in a sliding mode, arc-shaped blades (903) are symmetrically arranged in the lower portion of the outer wall of the spiral drill rod (4), and the side walls of the two arc-shaped blades (903) are fixedly connected with one ends of the two L-shaped connecting rods (902) respectively;
The two sides of the inside of the adjusting groove (5) are movably connected with U-shaped guide sleeves (904), waist-shaped grooves (905) are symmetrically formed in the upper part and the lower part of the U-shaped guide sleeves (904), a sliding rod (906) is movably connected between the two waist-shaped grooves (905) which are same as each other, and the side walls of the two U-shaped guide sleeves (904) are fixedly connected with arc-shaped base plates (907) matched with the crushing mechanism (11);
The upper part of the inner wall of the adjusting groove (5) is symmetrically and fixedly connected with a cushion block (908), the middle part of the cushion block (908) is slidably connected with a connecting block (909), the side wall of the connecting block (909) is fixedly connected with an adjusting rod (910), and one end of the adjusting rod (910) is rotatably connected with an adjusting wheel (911) matched with the adjusting ring (7);
The middle part of the adjusting rod (910) is movably connected with a connecting cross rod (912), and the bottom of the connecting cross rod (912) and the top of the L-shaped connecting rod (902) are respectively and fixedly connected with the middle parts of the two sliding rods (906) on the same side;
The lower part symmetry fixedly connected with stopper (913) of adjustment tank (5) inner wall, two the upper portion of L type connecting rod (902) do not sliding connection is in two the middle part of stopper (913), spacing ring (914) have been cup jointed to the lower part of L type connecting rod (902) fixedly, compression spring (915) have been cup jointed in the middle part activity of L type connecting rod (902), compression spring (915) set up between stopper (913) and spacing ring (914).
4. A rock and soil layer drilling apparatus for construction according to claim 3, wherein: the two sides of the top and the two sides of the bottom of the U-shaped guide sleeve (904) are fixedly connected with positioning blocks, the middle of each positioning block is slidably connected with a positioning rod, and one end of each positioning rod is fixedly connected with the inner wall of the adjusting groove (5).
5. A rock and soil layer drilling apparatus for construction according to claim 3, wherein: the cushion block (908) is set to be a U-shaped block, moving grooves are formed in two sides of the cushion block (908), moving pins are fixedly connected to two sides of the connecting block (909), and the two moving pins are respectively and slidably connected to the inner parts of the two moving grooves.
6. A rock and soil layer drilling apparatus for construction according to claim 3, wherein: the crushing mechanism (11) comprises a movable groove (1101), the movable groove (1101) is formed in the middle of the impact drill rod (10), round holes (1102) are formed in two sides of the inner wall of the movable groove (1101), a T-shaped movable rod (1103) is connected inside the round holes (1102) in a sliding mode, and one end of the T-shaped movable rod (1103) penetrates through the round holes (1102) to be connected with a guide wheel (1104) matched with the adjusting mechanism (9) in a rotating mode;
The inner top surface of the movable groove (1101) is fixedly connected with a spring telescopic rod (1105), the lower part of the movable groove (1101) is connected with a T-shaped compression rod (1106) in a sliding manner, the top of the T-shaped compression rod (1106) and the bottom of the spring telescopic rod (1105) are hinged with two hinging rods (1107), and the two hinging rods (1107) are respectively hinged to the side walls of the two T-shaped movable rods (1103);
the utility model discloses a broken groove (1108) with movable groove (1101) matched with is seted up to the lower part of impact drilling rod (10), the both sides of broken groove (1108) inner wall are all movably pegged graft have U type broken pole (1109), the bottom fixedly connected with fly leaf (1110) of T type depression bar (1106), bar groove (1111) have been seted up to the lower part symmetry of fly leaf (1110), two the equal fixedly connected with bar piece (1112) of one side that U type broken pole (1109) is relative, two the one end of bar piece (1112) swing joint respectively in the inside of two bar groove (1111).
7. A rock and soil layer drilling apparatus for construction according to claim 6, wherein: the two sides of the lower part of the impact drill rod (10) are symmetrically provided with jacks, and two ends of the U-shaped crushing rod (1109) are respectively connected with the interiors of two adjacent jacks in a sliding mode.
8. A rock and soil layer drilling apparatus for construction according to claim 6, wherein: the application method comprises the following steps:
S1, when the rock-soil layer drilling equipment for building construction is used, firstly, the rock-soil layer drilling equipment for building construction is moved to a position to be drilled, then, a drilling motor (3) is started to rotate to drill holes with a spiral drill rod (4), in the soil layer drilling process, the spiral drill rod (4) and an arc-shaped blade (903) are matched in rotation, so that drilling can be easily performed, when the bottom of the spiral drill rod (4) is drilled to a rock layer position, the drilling speed of the spiral drill rod (4) is reduced, and at the moment, the arc-shaped blade (903) is extruded by the rock layer to slide to the upper part of the spiral drill rod (4);
S2, in the process of upward movement of the arc-shaped blade (903), the corresponding L-shaped connecting rod (902) is moved synchronously, so that the upper part of the L-shaped connecting rod (902) slides in a waist-shaped groove (905) on the U-shaped guide sleeve (904) with the sliding rod (906), at the moment, the U-shaped guide sleeve (904) moves towards the direction of the impact drill rod (10), the waist-shaped groove (905) on the upper part of the U-shaped guide sleeve (904) slides in a matched manner with the sliding rod (906) on the connecting cross rod (912), the connecting cross rod (912) moves downwards with the adjusting rod (910), and the adjusting rod (910) pulls the adjusting wheel (911) to be lapped on a corrugated surface (12) at the top of the adjusting ring (7);
S3, in the rotation process of the spiral drill rod (4), the inner ring of a supporting bearing (801), a connecting ring (803), a supporting sleeve (6), an adjusting ring (7) and an impact drill rod (10) which are fixedly connected with the inner wall of the adjusting groove (5) cannot rotate along with the spiral drill rod, the two adjusting wheels (911) synchronously rotate along with the spiral drill rod (4) and roll on a corrugated surface (12) at the top of the adjusting ring (7), and under the action of an adjusting spring (805), the adjusting ring (7) moves back and forth inside the spiral drill rod (4) with the supporting sleeve (6) to impact the surface of a rock layer;
S4, when the two U-shaped guide sleeves (904) move relatively, the two arc-shaped base plates (907) move along with each other and are attached together, when the impact drill rod (10) moves downwards, guide wheels (1104) on the T-shaped movable rods (1103) on the two sides of the impact drill rod (10) are propped against the surfaces of the arc-shaped base plates (907) to enable the two T-shaped movable rods (1103) to move relatively, at the moment, a hinging rod (1107) on the lower parts of the two T-shaped movable rods (1103) deflects and props against the T-shaped pressing rods (1106) to move downwards, a movable plate (1110) on the bottom of the T-shaped pressing rods (1106) moves downwards, then a bar block (1112) moves along with the change of the positions of bar grooves (1111) on the movable plate (1110), and one end of the bar block (1112) with the U-shaped crushing rod (1109) moves out of the impact drill rod (10) to be inserted into a rock stratum for crushing;
S5, finally, after the impact drill rod (10) and the spiral drill rod (4) pass through the rock stratum, the arc-shaped blade (903) is released from the extrusion state, the compression spring (915) elastically restores to press the L-shaped connecting rod (902) and the arc-shaped blade (903) to move downwards on the surface of the spiral drill rod (4), the U-shaped guide sleeve (904) and the adjusting wheel (911) are reset, and then the adjusting spring (805) lifts and resets with the adjusting ring (7) and the impact drill rod (10), so that the adjusting wheel (911) cannot be contacted with the adjusting ring (7) in the rotation process, and the impact drilling state is released.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202410479385.8A CN118065752B (en) | 2024-04-22 | 2024-04-22 | Rock-soil layer drilling equipment and method for building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202410479385.8A CN118065752B (en) | 2024-04-22 | 2024-04-22 | Rock-soil layer drilling equipment and method for building construction |
Publications (2)
Publication Number | Publication Date |
---|---|
CN118065752A true CN118065752A (en) | 2024-05-24 |
CN118065752B CN118065752B (en) | 2024-06-28 |
Family
ID=91111610
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202410479385.8A Active CN118065752B (en) | 2024-04-22 | 2024-04-22 | Rock-soil layer drilling equipment and method for building construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN118065752B (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3924690A (en) * | 1973-01-09 | 1975-12-09 | Halifax Tool Co Ltd | Percussion drill control means |
SU1613599A1 (en) * | 1988-09-28 | 1990-12-15 | E.G.Гуменников | Drilling machine |
JP2015232235A (en) * | 2014-06-10 | 2015-12-24 | 三和機工株式会社 | Underground obstacle crushing method and crushing device |
WO2022007210A1 (en) * | 2020-07-04 | 2022-01-13 | 邹城兖矿泰德工贸有限公司 | Special drill bit capable of preventing rock bursts |
CN114166560A (en) * | 2021-12-13 | 2022-03-11 | 韦玲利 | Sampling device and sampling method for geological exploration |
CN115726781A (en) * | 2022-11-29 | 2023-03-03 | 中国矿业大学 | Equipment for in-situ drilling, cutting and weakening rock mass and operation method |
CN116927668A (en) * | 2023-09-18 | 2023-10-24 | 山东千颐科技有限公司 | Mining soft rock drilling anti-collapse drill bit drill rod mechanism |
CN117231131A (en) * | 2023-08-29 | 2023-12-15 | 宏源达(宁夏)电力工程设计有限公司 | Micro-hole cast-in-place pile drilling equipment and rapid drilling construction method |
-
2024
- 2024-04-22 CN CN202410479385.8A patent/CN118065752B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3924690A (en) * | 1973-01-09 | 1975-12-09 | Halifax Tool Co Ltd | Percussion drill control means |
SU1613599A1 (en) * | 1988-09-28 | 1990-12-15 | E.G.Гуменников | Drilling machine |
JP2015232235A (en) * | 2014-06-10 | 2015-12-24 | 三和機工株式会社 | Underground obstacle crushing method and crushing device |
WO2022007210A1 (en) * | 2020-07-04 | 2022-01-13 | 邹城兖矿泰德工贸有限公司 | Special drill bit capable of preventing rock bursts |
CN114166560A (en) * | 2021-12-13 | 2022-03-11 | 韦玲利 | Sampling device and sampling method for geological exploration |
CN115726781A (en) * | 2022-11-29 | 2023-03-03 | 中国矿业大学 | Equipment for in-situ drilling, cutting and weakening rock mass and operation method |
CN117231131A (en) * | 2023-08-29 | 2023-12-15 | 宏源达(宁夏)电力工程设计有限公司 | Micro-hole cast-in-place pile drilling equipment and rapid drilling construction method |
CN116927668A (en) * | 2023-09-18 | 2023-10-24 | 山东千颐科技有限公司 | Mining soft rock drilling anti-collapse drill bit drill rod mechanism |
Non-Patent Citations (1)
Title |
---|
姚宁平;王毅;姚亚峰;宋海涛;王力;彭涛;孙新胜;: "我国煤矿井下复杂地质条件下钻探技术与装备进展", 煤田地质与勘探, no. 02, 25 April 2020 (2020-04-25) * |
Also Published As
Publication number | Publication date |
---|---|
CN118065752B (en) | 2024-06-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN113959777A (en) | Energy-saving environment detection uses soil sampling device | |
CN115163104B (en) | Hydraulic advanced pre-splitting drill rod pushing device, fully-mechanized excavating machine and construction method | |
CN212104112U (en) | Can dismantle underground structure | |
CN114687352B (en) | Self-stabilizing type broken line sheet pile wall structure | |
CN118065752B (en) | Rock-soil layer drilling equipment and method for building construction | |
CN114295413A (en) | Engineering supervision sampling device | |
CN110541582A (en) | Stepping type building translation method | |
CN112796813A (en) | Light hydraulic support for caving coal | |
KR102332783B1 (en) | Radial rock base undergroud well drilling system | |
CN209861539U (en) | Hand-held spiral drill bit tree planting digging device | |
CN218117690U (en) | Directional drilling reaming device for coal mine | |
CN216110550U (en) | Hydraulic reaming device | |
CN116146098A (en) | Road pile foundation construction drilling equipment | |
CN214887154U (en) | Expansion anchor rod capable of being quickly recovered | |
CN113323582B (en) | Square impact drill structure, rotary drilling machine drill bit with square impact drill structure and application | |
CN110952532B (en) | Sliding type blade bottom expanding tubular pile | |
CN213205575U (en) | Novel high-efficient slim hole breaks rock device | |
CN112252274B (en) | Construction is with two side formula ditch side brace mechanisms | |
CN213039212U (en) | Efficient pipe shed rig work platform | |
CN115059400A (en) | Reducing pile construction device | |
CN113914777A (en) | Raise boring machine with synchronous digging and supporting and construction method thereof | |
CN215094708U (en) | Horizontal supporting beam dismantling device for force transfer belt type conversion support construction | |
CN111112688A (en) | Arch frame connecting plate combined type accurate positioning drilling machine | |
CN216240444U (en) | Stock club underreaming drill bit of geological mineral exploration usefulness | |
CN220847526U (en) | Spinning expansion head of steel pipe pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |