82 results about "Pebble" patented technology

The invention relates to the technical field of grouting simulation tests, in particular to a sandy gravel stratum catastrophe grouting prevention and control virtual-real blending collaborative test method and system, and the method comprises the steps: carrying out a grouting test on a sandy gravel stratum simulation model, and obtaining grouting parameters and monitoring parameters in the grouting process; based on the resistivity and the radar data, further obtaining a slurry diffusion path and a diffusion range of the area with the higher surrounding rock grade; based on the resistivity and the optical fiber sensing data, the slurry diffusion path and the diffusion range of the area with the low surrounding rock grade are further obtained; inputting the initial grouting parameters into the trained neural network model to obtain simulation data; carrying out preprocessing and alignment operation on the previous data, and carrying out fusion analysis; and according to the fusion analysis result, grouting equipment parameters and a grouting scheme are pre-controlled and adjusted. And real-time regulation and control of a grouting scheme and equipment are realized.

The invention provides an intelligent prediction method and system for settlement of a TBM penetrating through a pebble stratum, and belongs to the technical field of stratum settlement prediction. The method comprises the following steps: acquiring ground surface monitoring point position information, excavation surface position information and burial depth, inputting the information into a first deep neural network model, and acquiring and outputting tunnel vault displacement, haunch convergence and ground surface settlement; the second deep neural network model takes a position coordinate formed by earth surface monitoring point position information, excavation surface position information and burial depth and earth surface settlement as input, and outputs earth surface elastic modulus and Poisson ratio; obtaining stress-strain components of ground surface settlement, and constructing a control equation and boundary conditions based on the stress-strain components, the elastic modulus and the Poisson's ratio; obtaining prior geological information by using the residual error of the control equation; and by taking the control equation, the boundary condition and the prior geological information as constraint conditions, obtaining a settlement prediction value when the TBM passes through the pebble stratum based on the tunnel vault displacement, and realizing accurate prediction of the settlement of the pebble stratum.

The invention discloses an extremely water-rich sandy gravel stratum localized grouting and water plugging test system and method, and relates to the technical field of grouting simulation systems.The test system comprises a sandy gravel stratum simulation module which comprises a plurality of vertically-arranged model boxes with different diameters, and the model boxes are filled with sandy gravel media; the localized grouting module comprises a slurry storage tank, a slurry conveying pipeline, a ball and a telescopic grouting sleeve which are connected in sequence; the constant-temperature water supply module is used for creating an extremely water-rich environment for the sandy gravel medium; the data acquisition module comprises a pressure sensor and a flow sensor; the data analysis module is electrically connected with the data acquisition module and comprises a pressure analysis module and a flow analysis module; effective simulation of stratums with different scales is realized through the sandy gravel stratum simulation system, and meanwhile, during numerical simulation, the slurry concentration is diluted due to the influence of a water-rich environment, and a slurry density field is introduced, so that the processes of slurry permeation and splitting in the grouting process are comprehensively analyzed.

The invention discloses a pebble formation drilling device, which belongs to the technical field of formation drilling. Through drilling with a drill barrel, pebbles in the drill barrel are removed by other equipment to form a preliminary lower drill hole. After drilling to a designated position, a moving seat stops vertical movement, and a motor drives the drill barrel to rotate slowly, so that quick-drying concrete flowing along a drill barrel circulation groove between the drill hole and the drill barrel is immersed in the pebble layer, and it is ensured that the drill barrel and the drill hole are not adhered. After the quick-drying concrete is initially solidified, the drill barrel can be withdrawn to form a pebble layer hole that will not collapse. The drilling device is suitable for drilling operations in pebble layers, ensures rapid formation of the drill hole, is easy to operate, and the drill barrel maintains support for the drill hole during the reinforcement process to prevent the drill hole from collapsing before reinforcement.

The invention relates to the technical field of pile foundation construction, in particular to a long spiral secant pile construction method under water conservancy anti-seepage complex geological conditions, and the construction method comprises the steps that a long spiral pile driver is provided with a first power head and a second power head, a sleeve is pressed downwards through the second power head, and then the first power head is used for driving a drill rod to drill; the sleeve and the drill rod drill down synchronously until the drill bit drills to the elevation of the bed rock surface to form a pile hole; the sleeve is left in the pile hole, the rotary drilling rig is used for drilling the bed rock, a drill rod of the long spiral pile driver is put down to the bottom of the pile hole, concrete is pumped into the pile hole, and when the concrete is poured to the bed rock surface, the drill rod and the sleeve are lifted while the concrete is pumped into the pile hole till pressure pouring is completed. In a complex stratum with a huge thick loose high-permeability sandy gravel covering layer and ultrahigh-strength hard bed rock coexisting, high-precision stable hole forming and collapse prevention are achieved at the same time, hard rock is reliably and accurately drilled to reach the designed depth, and it is ensured that concrete secant piles are tightly engaged to form a continuous and effective diaphragm wall.

The invention relates to the technical field of high-pressure jet grouting pile forming, in particular to a high-pressure jet grouting pile forming method for water-rich pebble stratum.The method comprises the steps that firstly, a rotary drilling rig is used for guiding a hole, bentonite slurry is added from a hole gap to protect the wall while the rotary drilling rig is used for guiding the hole, and meanwhile part of the bentonite slurry can permeate into the stratum around the pile; after the hole is formed, the rotary drilling rig is moved away to leave a station, the hole is filled with replacement soil 2, and meanwhile slurry is recycled for reuse; drilling to a designed depth along the hole by adopting a jet grouting drilling machine; under the influence of a cavity formed after the drilling and spraying integrated head is lifted up, after pebbles on the hole wall collapse, cement paste diffusion of the degree is easy to achieve; soil body replacement is adopted to maintain the stability of the hole wall after rotary digging of the guide hole, and compared with a down-the-hole hammer guide hole, a temporary protection pipe does not need to be put down; the guide holes are protected by slurry, a part of bentonite slurry permeates into the pebble stratum, and after cement slurry sprayed in a follow-up rotary jet mode is mixed with the bentonite slurry, the groundwater scouring resistance of the bentonite slurry can be improved.

The application discloses a plain area quaternary stratum automatic division method and system, relates to stratum division, and comprises the following steps: preliminarily dividing strata and calculating the elevation of the boundary line of each major quaternary layer; setting the stratum number of each drill column; according to indoor test data and test data proportion threshold, the initial drill stratum is corrected for the first time; the first corrected drill stratum is cut by using in-situ test data and the thickness threshold of thick sand and gravel stratum; according to the filling stratum lithology merging information, the quaternary stratum and the recent deposition stratum lithology merging information, the interbedding coefficient threshold and whether the interbedding coefficient merging stratum parameter is used, the cut drill stratum is merged; according to the elevation of the boundary line of each major quaternary layer, the stratum number of the drill column in the merged drill stratum is corrected for the second time. The application realizes the automatic stratum division technology of the plain area stratum based on field drilling, indoor test and in-situ test.

The invention discloses pebble stratum drilling equipment, and belongs to the technical field of stratum drilling. A drill cylinder drills downwards, pebbles in the drill cylinder are removed through other equipment, a preliminary lower drill hole is formed, after the drill cylinder drills downwards to a designated position, a moving seat stops moving vertically, and a motor drives the drill cylinder to rotate slowly; the quick-dry concrete flowing into the space between the drill hole and the drill barrel along the drill barrel circulation groove is immersed into the pebble bed, it is guaranteed that the drill barrel and the drill hole are not sticky, the quick-dry concrete can be pulled out of the drill barrel after being preliminarily solidified, and then a pebble bed hole which cannot collapse can be formed. The drilling equipment is suitable for drilling operation of the pebble bed, rapid formation of the drill hole is guaranteed, operation is easy, and the construction efficiency is improved. The drill barrel keeps the support of the drill hole in the reinforcing process, and the drill hole is prevented from collapsing before being reinforced.

The invention relates to the technical field of underground engineering construction, and particularly discloses pebble stratum underground diaphragm wall protecting slurry and a preparation method thereof. The pebble stratum underground diaphragm wall protecting slurry provided by the invention is prepared from the following components in parts by weight: 30 to 50 parts of bentonite, 20 to 30 parts of cement, 5 to 10 parts of shell powder, 3 to 8 parts of carboxymethyl cellulose, 1 to 3 parts of KH792 modified polypropylene fiber and 450 to 500 parts of water, further, the shell powder comprises shell powder with the particle size of 100-200 [mu] m and shell powder with the particle size of 800-1000 [mu] m; the invention further provides a preparation method of the pebble stratum underground diaphragm wall protecting slurry. The pebble stratum underground diaphragm wall protecting slurry provided by the invention is low in cost and good in protecting effect, a formed groove wall is excellent in stability, and the pebble stratum underground diaphragm wall protecting slurry can be prevented from collapsing for 120 hours and can meet the construction requirements of an underground diaphragm wall.

The invention relates to the field of drilling automation, and discloses a rotary drilling pile machine drilling method and device suitable for complex stratums.The method comprises the following steps that S1, working condition feedback parameters are obtained in real time; s2, recognizing the real-time geological working condition of the drill bit; s3, optimal drilling operation parameters are determined in combination with a preset intelligent decision model; and S4, according to the optimal drilling operation parameters, an execution mechanism of the rotary drilling pile machine is automatically controlled, self-adaptive drilling is carried out, and the device comprises a data acquisition module, a working condition recognition module, a decision optimization module, a closed-loop control module and a drilling tool type selection and recommendation module. According to the method, depth data mining is carried out on key parameters such as rock-soil body specific energy, so that real-time working conditions are accurately classified into specific types such as soft clay and pebble beds, and the technical problems that in the prior art, the geological misjudgment rate is high, the recognition precision is low, and complex stratums cannot be effectively distinguished are solved.

The invention discloses a construction method of an improved lock catch steel pipe pile cofferdam with a poor sand large-particle-size pebble covering stratum. The construction method comprises the following steps that an upper structure of a drilling platform is dismantled; measuring and setting out a pile position of the lock catch steel pipe pile cofferdam, sinking and positioning the steel pipe pile cofferdam by adopting a crawler crane and a vibratory hammer, and preliminarily entering a pebble bed; driving a pipe pile to a set elevation by utilizing a hydraulic impact hammer; for a steel pipe pile which is difficult in drilling footage or provided with boulders at the bottom, an XR280 rotary drilling guide hole is adopted; the steel pipe piles are smoothly closed; cofferdam water pumping; a small excavator is adopted for internal excavation, slag is discharged in a long arm excavation up-and-down transfer mode, a local rock stratum is firstly crushed and then excavated through a crushing hammer, water is pumped to the position 70 cm below an inner support of the road, and after the inner support is installed, water pumping continues to be conducted; and bottom sealing, pile head breaking and pile cap construction are carried out. By means of the construction method, the problems that the double-wall steel cofferdam is difficult to put down and level, and the site requirement is high can be effectively solved; the defects that a long steel sheet pile cofferdam is low in rigidity, prone to deformation and poor in water stopping effect are overcome. Through the cofferdam construction technology of the hydraulic impact hammer and the guide hole in the pipe of the rotary drilling rig, the hydraulic impact hammer is used for driving the steel pipe pile, the guide hole in the pipe of the rotary drilling rig and the pile-forming construction of a single pipe pile only need 10 minutes, and the construction period is greatly shortened.

The invention discloses a shield construction method for a sand-pebble stratum tunnel, comprising the following steps: reinforcing an end portal and installing a starting bracket; installing a reaction frame support system; installing the shield in slag, extending a portal steel ring and a seal, optimizing shield excavation parameters, measuring and adjusting the shield, etc., thereby ensuring that the shield construction is safe, smooth and fast, and achieving an ideal working condition when the shield is excavating in the sand-pebble stratum.

The present invention relates to a method and device for rapidly and comprehensively evaluating the performance of tunnel muck used for manufactured sand, comprising the following steps: 1) Specimen preparation: Using a vibration device (1), a temperature control device (3), and a weighing device (10) to rapidly obtain dried and saturated surface-dry specimens. 2) Apparent density and water absorption test: Measuring the mass of water discharged by a known mass of saturated surface-dry specimens and heating to obtain the mass of the dried specimens. 3) Crushing index and softening coefficient test: Pressurizing, automatically screening, and weighing the dried and saturated surface-dry specimens respectively. 4) Soundness test: Realizing the rapid test of soundness based on temperature control, automatic screening, and weighing. 5) Automatic data acquisition and processing: Automatically acquiring and processing the above data. The evaluation method and device proposed by the present invention can simultaneously and rapidly test the physical and mechanical properties and durability of muck, solve the problems such as long test cycle and single test result of muck performance, and are applicable to the rapid evaluation of manufactured sand parent rocks such as muck, pebbles / gravels.

The invention discloses an automatic division method and system for a quaternary stratum in a plain area, and relates to stratigraphic division. The method comprises the following steps: preliminarily dividing stratums and calculating the boundary elevation of each large stratum in the quaternary stratum; setting a drilling stratum number of each drilling column; according to the indoor test data and the test data proportion threshold value, the initial drilling stratum is corrected for the first time; segmenting the drilling stratum corrected for the first time by using in-situ test data and a thickness threshold value of the thick sandy gravel stratum; according to the lithology merging information of the filling stratum, the lithology merging information of the fourth stratum and the recent sedimentary stratum, an interbedding coefficient threshold value and whether the stratum parameters are merged according to the interbedding coefficient or not, the segmented drilling strata are merged; and according to the boundary line elevation of each large layer in the fourth period, the drilling stratum numbers of the drilling columns in the combined drilling stratums are corrected for the second time. The automatic stratification technology of the plain area stratum based on field drilling, indoor testing and in-situ testing is achieved.

The invention discloses a freezing design method for an inclined shaft freezing crossing strong permeable pebble bed, and particularly relates to the technical field of freezing method construction. Acquiring rock and soil parameters and regional historical environment temperature of a pebble bed of a crossing section of the target inclined shaft; establishing a three-dimensional inclined shaft geometric model, and determining the arrangement position, inclination angle and spacing of the freezing pipe along the axis of the inclined shaft; constructing a frozen region space model coupled with the pebble bed; the method comprises the following steps: constructing a freezing-heat transfer-seepage multi-field coupling model according to historical environment temperature and freezing pipe arrangement information, performing numerical simulation on a frozen body forming process, and obtaining an evolution function of a freezing boundary expansion range and a freezing thickness at different times; according to the method, multi-physical field coupling modeling and freezing body evolution accurate control of the freezing process can be achieved, and the method has the advantages of being high in predictability, uniform in freezing effect and the like and is particularly suitable for inclined shaft freezing design and construction under complex geological conditions.

The invention discloses a targeted precise grouting method for locking three areas at the top of a sandy gravel stratum tunnel, which comprises the following steps of: constructing a mathematical physical model of the three areas at the top of the tunnel, deducing an instability criterion and a stability analysis mechanical model of a tunnel face of the sandy gravel stratum tunnel, locking the positions of the three areas of the sandy gravel stratum tunnel, and verifying through a simulation experiment table. And the locked three-area position of the sandy gravel stratum tunnel is reinforced through a spatial vertical crossing targeted accurate advanced grouting reinforcement method, and the three-area position of the sandy gravel stratum tunnel comprises a caving area, a key control area and a sinking area from bottom to top. According to the technical scheme provided by the invention, technical support is provided for solving the problem of collapse engineering induced by sand-gravel stratum tunnel construction, the mechanism of water and mud bursting and collapse evolution of the tunnel can be revealed, pre-judgment and corresponding grouting, supporting and other measures can be taken, surface collapse and damage to the surface environment are avoided, and thus safe tunneling construction of the tunnel is guaranteed.

This invention relates to the field of geotechnical drilling engineering technology, and discloses a method for drilling small-diameter deep wells, comprising the following steps: using a positive circulation drilling rig to prepare a mud system based on the laterite soil of the construction site; using a composite reinforced roller cone bit for drilling operations in pebble layers; using a semi-automatic pulley system to connect or disconnect drill rods; using a positive circulation drilling rig to perform a segmented lifting and scraping wall composite process for drilling, in which a hole guide tool is used for scraping the wall; determining the depth of the aquifer before lowering the well casing; completing the butt joint connection of the well casing by welding, and completing the lowering and installation of the well casing; after the well casing is installed, sequentially performing mud replacement, air compressor agitation and well washing, and simultaneously completing the symmetrical backfilling of filter material; conducting a pumping test to complete the well completion quality acceptance. This invention can significantly improve drilling efficiency, well completion quality, and construction safety in complex pebble formations, while effectively reducing construction costs.

The present application relates to the field of tunnel engineering technology, and discloses a method for calculating the starting reinforcement range of a shield in a water-rich sand and gravel formation, aiming to solve the problem of poor accuracy in the existing method for determining the starting reinforcement range of a shield. The scheme mainly includes: establishing a three-dimensional model of the starting reinforcement of a shield; obtaining the physical parameters of the soil of each formation in the construction section; assigning corresponding physical parameters to the soil units of each formation in the three-dimensional model and establishing a fluid-solid coupling model; setting the end soil reinforcement range, performing static analysis on the three-dimensional model before the shield starts, and balancing the initial stress; simulating the start of the shield to obtain the surface settlement value and the vertical displacement value of the tunnel; after changing the end soil reinforcement range, obtaining the surface settlement value and the vertical displacement value of the tunnel for different end soil reinforcement ranges; combining the shield tunnel control standard to obtain the optimal end soil reinforcement range. The present application improves the accuracy of the calculation of the starting reinforcement range of a shield, and is suitable for water-rich sand and gravel formations.

The invention provides a drilling and grouting integrated drilling and grouting method which comprises the steps that firstly, the stratum type of a to-be-drilled area is detected, and the stratum type comprises at least one of an underground water-free area, an unpebble area below underground water and a pebble area below the underground water; secondly, according to the target depth of the to-be-drilled area, segmented drilling is conducted on the to-be-drilled area, wall protection treatment is conducted on the hole wall synchronously according to the stratum type so as to prevent the hole wall from collapsing or underground water leakage, and wall protection treatment comprises water injection wall protection or modified water glass injection wall protection; and finally, after the segmented drilling reaches the target depth, retreating grouting is carried out.

The invention discloses a construction method for pipe jacking penetrating through a pebble rock stratum, which comprises the following steps: S1, excavating a working pit and a target pit, and pouring a water stop wall at the opening of the working pit; s2, opening water stopping; clay slurry is injected into the hole through the water stop wall in a pressing mode; s3, the pipe jacking machine enters the hole; s4, pipe joint jacking; in the jacking process, cabin opening inspection is conducted on the pipe jacking machine, and the operation condition of a hob is detected; s5, monitoring and correcting deviation; and measuring and recording the axis and elevation of the pipe joint, and adjusting the axis of the pipe push bench through the axis and elevation data. By arranging the hole water-stop wall and pressing clay slurry to the hole through the water-stop wall, the hole overflow problem can be effectively solved, and the safety coefficient of pipe jacking construction under the pebble bed geological condition is improved.

The invention relates to the technical field of geotechnical engineering and foundation construction, in particular to a perturbation-grabbing-suction linkage reverse circulation drilling cobble rapid obstacle removing device and a perturbation-grabbing-suction linkage reverse circulation drilling cobble rapid obstacle removing method. The device comprises an upper linkage mechanism installed at the bottom of a hollow drill rod, a multi-finger clamping mechanism, a disturbance rocker arm assembly, a reverse circulation suction and discharge channel and a control and communication unit. The control and communication unit receives torque and negative pressure signals, after a pebble jamming event is recognized, the disturbance rocker arm assembly is automatically controlled to loosen pebbles, the multi-finger clamping mechanism clamps and locks the pebbles, meanwhile, negative pressure is instantly enhanced, the pebbles are sucked out of a drill hole through the reverse circulation suction and exhaust channel, and finally drilling is recovered. According to the method, online recognition and integrated rapid removal of the cobblestones are achieved, the drill jamming risk and the hole wall instability possibility are remarkably reduced, the obstacle removal efficiency and the pile forming quality are improved, and the method is suitable for bored pile construction of the sandy cobble stratum.

The invention discloses an underwater pebble covering layer drilling method which comprises the following steps that S1, a variable-diameter casing pipe is pressed into water in a hydraulic pressing-in mode, the bottom of the variable-diameter casing pipe penetrates through a pebble layer and abuts against underwater rock, and the variable-diameter casing pipe comprises a large casing pipe body and a small casing pipe body which are connected with each other; s2, a drill rod is inserted into the variable-diameter casing pipe, and the drill rod is started; and S3, firstly crushing the cobblestones by the drill rod, and then drilling holes in the underwater rock. The variable-diameter casing pipe can penetrate through a cobblestone layer through hydraulic pressing, and the problem that a traditional casing pipe is difficult to penetrate through the cobblestone layer is solved. The large sleeve and the small sleeve form the variable-diameter sleeve, when the variable-diameter sleeve is lowered, the influence of water flow on the large sleeve is small, when the small sleeve penetrates through the cobblestone layer, the diameter of the small sleeve is smaller, the small sleeve can be inserted into the cobblestone layer more easily, the junction of the small sleeve and the large sleeve is in smooth transition, and the large sleeve can be inserted into the cobblestone layer along with the small sleeve conveniently. The small casing pipe is more attached to the drill rod, accurate guiding is conveniently provided for the drill rod, and work of the drill rod is facilitated.

The present invention relates to the field of grouting prediction technology, and in particular to a spatiotemporal intelligent prediction method and system for full-space grouting in sand and gravel formations, wherein the method comprises: obtaining the predicted geological conditions of each borehole; determining whether the current borehole is an un-grouted area based on the predicted geological conditions of each borehole; injecting slurry into the grouting holes in the un-grouted area, and after the grouting operation is completed, obtaining the predicted geological conditions of each borehole; judging whether the current borehole is a grouted area or an un-grouted area based on the obtained predicted geological conditions of each borehole; if it is an un-grouted area, using the dynamic update and prediction model of the un-grouted area to predict the predicted demand index of the un-grouted area; if it is a grouted area, inputting the predicted geological conditions of the current borehole into the fitting prediction model of the grouted area until the preset requirements are met, and then stopping the grouting. This improves the timeliness and accuracy of the prediction and provides real-time guidance for grouting construction.

The utility model relates to the technical field of tunnel construction, in particular to a crusher and a heading machine comprising the same, and the crusher comprises a feeding cabin, a crushing mechanism and a discharging cabin which are connected in sequence; the crushing mechanism comprises a first-stage crushing mechanism and a second-stage crushing mechanism which are connected in sequence, the first-stage crushing mechanism is connected with the feeding cabin, and the second-stage crushing mechanism is connected with the discharging cabin; the secondary crushing mechanism comprises at least two groups of single-tooth roller structures, and a flow guide block is arranged above a channel between the two groups of single-tooth roller structures; and a discharging hole of the discharging cabin is connected with a discharging and slurry discharging pipe. According to the crusher provided by the utility model, coarse crushing is carried out on large-particle-size slag stones through the first-stage crushing mechanism, fine crushing is carried out through the second-stage crushing mechanism, and two-stage crushing operation is carried out, so that the requirement of a special stratum which contains a large number of large boulders and is rich in sandy cobbles on the particle size of the crushed slag stones is met, and stagnant discharge is avoided; at least two groups of single-tooth roller structures are adopted to crush slag stones and sundries, so that the crushing efficiency is high, and the requirement of the shield tunneling machine on the tunneling efficiency is met.

The invention discloses a bottom sealing structure for a foundation pit in a submerged sand and pebble stratum and a construction method. The bottom sealing structure comprises a water-stop curtain inserted underground, a partition wall, a cylindrical anti-seepage body, a first-order grouting mesh anti-seepage body, a second-order grouting anti-seepage body, and an anti-seepage bottom plate. The cylindrical anti-seepage body, the first-order grouting mesh anti-seepage body, and the second-order grouting anti-seepage body are mutually bonded to form an anti-seepage bottom plate. The construction method comprises the following steps: step one forms a water-stop curtain and a partition wall inserted underground, step two performs rotary spraying construction and forms a cylindrical anti-seepage body, step three performs I-order grouting hole drilling construction, step four performs I-order grouting hole grouting construction and forms an I-order grouting mesh anti-seepage body, step five performs II-order grouting hole drilling construction, and step six performs II-order grouting hole grouting construction and forms a II-order grouting anti-seepage body.

The utility model provides a stone measuring device which comprises a loading barrel and a filtering device, a first hole is formed in the bottom of the loading barrel, a hand lifting rod is installed outside the loading barrel, a second hole is formed in the upper surface of the filtering device, a third hole is formed in the lower surface of the filtering device, the loading barrel is made of a rubber material, and the loading barrel is made of a rubber material. The inner diameter of the barrel is 310 mm, and the height of the barrel is 345 mm. By arranging the loading barrel and the filtering device, the loading barrel is made of a rubber material, the design is light and convenient, the carrying is easy, the device is suitable for on-site measurement in various environments, and the flexibility and convenience of measurement are improved; the filtering device can effectively separate stones from water, so that the water absorption mass change of the stones is measured, and errors caused by water residue or evaporation are reduced; and the first hole is formed in the bottom of the loading barrel, so that water can be quickly discharged, and the problems of long-time waiting and possible water evaporation are avoided.

The drill bit device of the pebble bed geological pile driver comprises a drill bit rod body, and spiral blades are arranged on the peripheral side of the drill bit rod body; guide teeth are arranged at the drilling end of the drill bit rod body, a plurality of cutting drill bits are arranged at the drilling end of the spiral blade, and the cutting drill bits are sequentially arranged in the width direction of the spiral blade. The guide teeth are double-separate-head combined guide teeth, and the cutting drill bit is obliquely arranged; in the drilling direction, the height of the guide teeth is larger than that of the cutting drill bit. The drilling difficulty of the pebble bed geological drilling machine is solved, the construction progress is accelerated, the damage of the drilling machine is reduced, and the energy consumption is reduced.

The invention discloses high-pressure jet grouting pile equipment for a sedimentary rock pebble bed and a construction method of the high-pressure jet grouting pile equipment, and belongs to the field of foundation construction.The high-pressure jet grouting pile equipment comprises a crawler provided with a guide rail stand column and a mounting mechanism, a rotary chuck and a positioning mechanism are arranged on the guide rail stand column in a sliding mode, and a drill rod is detachably connected with a power head arranged on the rotary chuck; the positioning mechanism is used for limiting and driving a protective sleeve arranged on a drill rod in a sleeving mode, the protective sleeve is formed by sequentially connecting sleeve units end to end, the mounting mechanism is used for mounting the sleeve units to be mounted to be coaxial with the drill rod, the mounting mechanism comprises a base, a supporting frame and a hydraulic cylinder, and the base is arranged above the positioning mechanism; the lower end of the supporting frame is rotationally arranged on the base, the upper end of the supporting frame is used for temporarily fixing a sleeve unit to be installed, one end of the hydraulic cylinder is rotationally arranged on the base, and the other end of the hydraulic cylinder is rotationally connected with the supporting frame. When the sleeve units are installed, non-stop operation can be achieved, each sleeve unit limits the drill rod, and the perpendicularity of the drill rod is guaranteed.

The invention discloses a combined type horizontal directional drilling bit, and particularly relates to the technical field of horizontal directional drilling construction, the combined type horizontal directional drilling bit comprises a fixed cone, a central cone and a high-pressure water outlet; the central cone is mounted on the fixed cone; a plurality of high-pressure water outlets are formed in the fixed cone in an annular array; the fixed roller cone comprises a drill bit connecting square, a roller cone body A, a roller cone power head and a roller cone connecting port; the plurality of cone bodies A are uniformly arranged on the drill bit connecting part through the expanding and shrinking assembly; the cone power head is connected with the cone body A through a driving mechanism; the cone connector is fixedly arranged on the drill bit connector; the central cone comprises a cone body B, a spiral drilling head and a spiral connector; the spiral drilling head is arranged on the cone body B; the spiral connector is fixedly arranged on the cone body B; when horizontal directional drilling construction is conducted on a soil layer containing rocks and pebbles, rock breaking, pebble stripping and construction progress acceleration can be achieved, so that construction efficiency and construction quality can be improved, and energy conservation and environmental protection are achieved.

The utility model discloses a rotary drilling combined drill bit for a rock stratum, belongs to the technical field of combined drill bits, and solves the problems that an existing drill bit is usually designed according to specific geological conditions, has a single function, and cannot be used under complex and changeable geological conditions, such as soft soil, pebbles and hard rocks in the stratum at the same time. And the existing drill bit cannot effectively cope with all the conditions and needs to be frequently replaced, so that the construction efficiency is reduced. The cylindrical drill comprises multiple layers of cylindrical drills with hard alloy blocks, in every two adjacent cylindrical drills, one side of the hard alloy block on the cylindrical drill on the inner layer is higher than one side of the hard alloy block on the cylindrical drill on the outer layer, a drill body structure is arranged on the cylindrical drill on one side of one or more layers of hard alloy blocks, and bucket teeth and tooth shaft teeth are arranged on the drill body structure. The tooth shaft teeth are arranged between the bucket teeth and are lower than the bucket teeth. The rotary excavating device is used for rotary excavating of rock strata.