450 results about "Pile driver" patented technology

The invention relates to the technical field of civil engineering construction, in particular to a precise positioning civil engineering pile foundation construction system which comprises a multi-source space sensing and positioning module, a space-time multi-dimensional data fusion module, a three-dimensional guiding and correcting module, a hydraulic control module and a closed-loop feedback optimization module. The multi-source space sensing and positioning module obtains pile machine position and attitude information through the Beidou / GNSS high-precision positioning unit, the inertia high-precision navigation unit and the laser horizontal measurement unit, and the space-time multi-dimensional data fusion module processes and fuses the information to generate unified space position data. The three-dimensional guiding and correcting module compares the data with preset pile position coordinates, if the deviation exceeds a threshold value, a correcting instruction is generated, the hydraulic control module executes the instruction and adjusts the position and the posture of a pile machine, the closed-loop feedback optimization module collects the data in the correcting process and optimizes a correcting strategy, all-weather centimeter-level precision space positioning is achieved, and the positioning precision is improved. And the accuracy and efficiency of pile foundation construction are improved.

This invention relates to a construction method for driving piles using a vibratory driven pile unit. The original walking pile frame is replaced with a crawler crane. Utilizing the flexible movement of the crawler crane, the machine can move immediately after driving one pile to drive the next. At this time, crushed stone can be added to the previous pile, and then the pile can be extracted. This back-and-forth operation greatly improves construction efficiency. The crawler crane is equipped with an adjustment frame, which is fixed at the bottom by a bottom-fixing cylinder. The mast adjusts the upper position of the pile frame, and the adjustment frame adjusts the lower position of the pile frame, ensuring the verticality of the crushed stone piles during driving and extraction. During use, the mast adjusts the position of the pile frame, and the vibratory lifting mechanism drives the hoisting rope to move the vibratory hammer up and down through the slide frame for driving or extracting piles.

The invention relates to the technical field of drainage plate positioning, and discloses a pile hole positioning method and system for a drainage plate pile pipe based on a multi-source sensor. Synchronous data acquisition of a multi-source heterogeneous sensor is achieved through a GNSS receiver and an IMU, a data basis is provided for subsequent fusion calculation, and then pile pipe root coordinates and pile pipe three-dimensional attitude angles are dynamically calculated through Kalman filtering fusion according to pile driver top coordinates and pile pipe motion data. Root posture resolving errors caused by static calibration errors and structural deformation in motion are avoided; then, the coordinates of the tip end of the pile pipe are dynamically calculated through coordinate rotation transformation, machine body motion data are introduced to compensate deviation calculation, and therefore the problem that in the prior art, due to the fact that the three-dimensional posture change of the pile pipe in the construction process is neglected, drainage plate pile hole positioning is not accurate enough is solved; and it is ensured that each pile hole can meet the design precision requirement, and the problem that the construction perpendicularity is uncontrollable is fundamentally solved.

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 discloses a spiral ground pile group anchoring system and method based on force decomposition synergy. The system comprises two spiral ground piles, an auxiliary mooring rope with the two ends connected with the ground piles and a main cable arranged between the auxiliary mooring rope. When the main cable is pulled, the auxiliary cable is forced to form a break angle by tensile force, and the two ground piles are mutually tensioned by horizontal component force generated by decomposition of the tensile force, so that a soil body between the piles is powerfully compacted. The compacted soil forms high-strength constraint, the uplift bearing capacity of the whole system is remarkably improved, and the synergistic purpose of '1 + 1gt, 2' is achieved. The device is simple in structure, low in cost, remarkable in synergism and particularly suitable for being matched with a double-head pile driver (a full-electric unmanned multi-foot double-head reverse spiral ground pile driver used in a low-adhesion environment and a cooperative control method thereof 2025120033595) to achieve rapid deployment.

The invention discloses a combined type steel sheet pile foundation pit supporting structure, and relates to the field of foundation pit supporting, the combined type steel sheet pile foundation pit supporting structure comprises a steel sheet pile assembly, the steel sheet pile assembly comprises a plurality of first steel sheet pile components and a plurality of second steel sheet pile components, and the first steel sheet pile components and the second steel sheet pile components are alternately spliced; the first steel sheet pile component is formed by two first steel sheet piles in a staggered and sleeved mode, the second steel sheet pile component is formed by two second steel sheet piles in a staggered and sleeved mode, and the first steel sheet piles and the second steel sheet piles which are located at the adjacent positions are also arranged in a staggered and sleeved mode. By adopting the long and short steel sheet pile combined supporting mode, the input number of the steel sheet piles is reduced, meanwhile, the driving difficulty of the steel sheet piles is reduced, the loss and waste of the steel sheet piles are effectively reduced, hole guiding construction is conducted through a drilling machine, and compared with a traditional rotary drilling pile machine hole guiding mode, the needed construction operation area is smaller, and the construction efficiency is improved. The influence of surrounding houses and roads is small, and the method is more suitable for urban construction.

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 relates to the technical field of vibratory hammers, in particular to a pile driver with a self-righting function, which comprises a fixing frame, a shell, a first rotating shaft, a second rotating shaft, an adjusting assembly, a pendulum bob and a driving assembly, the shell is slidably arranged on the fixing frame, the first rotating shaft and the second rotating shaft are rotatably arranged on the shell, and the second rotating shaft rotates around the first rotating shaft on the shell; the first rotating shaft and the second rotating shaft generate resultant force perpendicular to the connecting line direction of the two rotating shafts during autorotation and drive the shell to slide on the fixing frame. The adjusting assembly is used for driving the second rotating shaft to rotate around the first rotating shaft; the pendulum bob is rotationally arranged on the fixing frame, and the gravity center of the pendulum bob is located below the rotating axis of the pendulum bob; the driving assembly is used for driving the shell to rotate when the gravity center of the pendulum bob is located on the axis of the foundation pile. The adjusting assembly is arranged to change the position of the second rotating shaft relative to the first rotating shaft, so that the direction of resultant force generated by rotation of the first rotating shaft and the second rotating shaft is changed, and the inclined foundation pile can be straightened.

The invention relates to an offshore wind power full-rotation multi-angle pile driver fork frame manufacturing technology, a fork frame structure comprises a first-stage fork frame, a second-stage fork frame, a third-stage fork frame, a first driving oil cylinder and a second driving oil cylinder, and manufacturing of the fork frame structure specifically comprises the following steps that S1, parts of the third-stage fork frame are manufactured; s2, a second-stage fork frame part is prepared; s3, preparing a primary fork frame; s4, forming a secondary fork frame; s5, a second-stage fork frame and a third-stage fork frame are assembled; and S6, integral forming. The preparation process is reasonable in procedure, so that the preparation working efficiency is obviously improved, and meanwhile, the position precision is controlled in the preparation process, so that the phenomena of reworking and the like are reduced, the construction cost is reduced, and energy waste is avoided.

The invention discloses a full-electric unmanned multi-foot double-head reverse spiral ground pile driver for a low-adhesion environment and a cooperative control method of the full-electric unmanned multi-foot double-head reverse spiral ground pile driver. The pile driver comprises an equipment body (1), a full-electric driving system, a multi-foot type self-adaptive walking mechanism (2), a double-head independent driving pile driving (6a and 6b) system and an intelligent control system. The core of the robot lies in that net reaction torque is counteracted through reverse rotation of the double heads 6a and 6b, and through intelligent cooperative control, the posture of a walking mechanism is dynamically adjusted when loads of the double heads are not uniform (such as a machine body slightly tilts) to deeply balance the loads, so that the ultimate operation stability under the environments such as the seabed, ice and snow, mud flat and the like with extremely poor adhesive force is ensured. According to the invention, the low adhesive force constraint is overcome in principle, and an efficient, accurate and full-autonomous anchoring construction solution is provided.

The invention provides a comprehensive construction method of a large-diameter tubular pile for supporting a foundation pit in a deep and thick rock-filled sand layer, which adopts a double-machine cooperation segmented construction mode and comprises the following construction steps: deploying a while-drilling tubular pile machine A equipped with a down-the-hole hammer and a steel casing at a target pile position; steel casing synchronous hole guiding; transferring the pile machine A; backfilling a soil body in the steel casing in which the hole is led; the steel casing is pulled out through hoisting equipment; in a hole section formed by backfill soil, the large-diameter tubular pile is driven by a while-drilling and tubular pile machine B to follow up and sink along with drilling; forming a pile; the pile machine A is used for hole guiding and steel casing supporting, the pile machine B is used for pipe pile forming, and the pile machine A and the pile machine B work independently in parallel. According to the construction method, the down-the-hole hammer leads the hole to be matched with the steel casing to follow up to the bottom of the rock-fill layer to effectively control the drilling quality and efficiency of the rock-fill layer, the large-diameter while-drilling pipe pile effectively controls hole collapse of the sand layer, and the construction method effectively solves the problems that pile forming is difficult, the construction efficiency is low, and the pile forming quality is poor in the construction process of foundation pit supporting piles in deep and thick rock-fill and sand layer areas.

The invention provides a framework pile pressing machine which is applied to the technical field of motor equipment machining and comprises a machine table, the top face of the machine table is a machining face, and an iron core and a framework are machined on the machining face; the iron core feeding and carrying assembly is arranged on the machining face, and the iron core feeding and carrying assembly carries the multiple iron cores to the machining face in sequence; the framework feeding and carrying assembly is arranged on the machining face, and the framework feeding and carrying assembly carries the multiple frameworks to the machining face in sequence; the iron core framework press-fitting assembly is arranged on the machining face, and the iron core framework press-fitting assembly obtains an iron core and a framework to conduct mutual press-fitting; the discharging assembly is arranged on the machine table and used for discharging press-fitting finished products. The technical problems of low automation degree and low production and processing efficiency in feeding, carrying and mutual press fitting of iron cores and frameworks at present and in defective product export and backflow related to feeding detection and discharging are solved.

The invention provides a novel inclined pile sinking construction technology for an offshore mud flat area, and belongs to the technical field of mud flat pile driver equipment. The novel inclined pile sinking construction technology comprises a floating body structure, and the floating body structure is formed by movably splicing a first floating body and a second floating body through an abutting structure set; the front side and the rear side of the first floating body are sleeved with a plurality of air bag lifting mechanisms at intervals, the air bag lifting mechanisms are used for horizontally supporting and adjusting the first floating body on the mud flat after the first floating body and the second floating body are separated through the abutting structure set, according to the design of the air bag lifting mechanisms, air inflation of air bags is adopted as a first downward pressing stroke, and a first hydraulic cylinder is adopted as a second downward pressing stroke; and a second hydraulic cylinder on the air bag assembly is a third downward pressing stroke, the descending depth of the air bag lifting mechanism abutting against the mud flat is enough to support and lift the inclined part of the first floating body, and the horizontal adjustment operation of the first floating body is simple and convenient.

This invention relates to the field of construction technology, specifically to a method for pre-drilling with a large-diameter down-the-hole hammer in conjunction with vibratory compaction. The method includes: collecting soil samples at different depths at the pre-drilling site using a sampling drill; analyzing the geology at these depths using a soil analyzer; checking the functions and parameters of the large-diameter down-the-hole hammer and auxiliary automatic pre-drilling equipment; and pre-setting the parameters of the automatic pre-drilling equipment based on the geological data from the different depths at the pre-drilling site. During construction, the parameters of the automatic pre-drilling equipment are adjusted according to the actual conditions at the pre-drilling site. This invention uses a motion execution module to input commands to a frequency converter, which in turn controls the actuator to move the pile driver and drive the down-the-hole hammer for auxiliary pre-drilling. This achieves a fully automated construction control system for large-diameter down-the-hole hammer pre-drilling, reducing manpower consumption and improving efficiency.

The utility model relates to the field of oil injection lubricating devices, and discloses a diesel pile hammer oil injection lubricating device which comprises a base, connecting rings are connected to the two sides of the upper end of the base in a sliding mode, a cleaning lubricating structure is arranged on one side of each connecting ring, an adjusting structure is arranged at the upper end of the base, and the cleaning lubricating structure comprises a movable ring. Sponge pieces are movably connected into the connecting ring and the movable ring correspondingly, and a plurality of atomizing nozzles are arranged on one side of the connecting ring and one side of the movable ring correspondingly. According to the guide pillar lubricating device, impurities on the surface of a guide pillar can be cleaned through a sponge piece, lubricating oil can be sprayed out of the sponge piece through an atomizing spray head, the lubricating oil can be evenly smeared on the surface of the guide pillar conveniently after cleaning, the lubricating effect is improved, and the connecting ring and the movable ring can be driven to move on the surface of the guide pillar when the threaded block moves; and the second positioning block and the second positioning groove are separated, and the screws on the fixing ring are taken out, so that all structures of the lubricating device can be conveniently and separately stored.

This invention relates to a method for pile formation using a spiral soil displacement drilling casing and subsequent concrete pouring, comprising the following steps: After the spiral soil displacement pile driver is positioned, the first power head is started to rotate and drill downwards to form a hole, and then the second power head is started to drive the casing to rotate and drill downwards to form a hole, until the soil displacement drill bit and the casing of the second power head reach the designed depth and drilling stops; the connection between the second power head and the casing is disconnected, and the concrete pump connected to the first power head is started to pump concrete into the borehole while simultaneously lifting the first and second power heads upwards until the soil displacement drill bit is completely removed from the casing; the reinforcing cage is locked into the positioning component using a locking component, and then lowered along the casing to a predetermined height, while pumping concrete into the casing until the designed pile top elevation is reached; the second power head is reconnected to the casing using the locking component, and the second power head is started to rotate and lift upwards until the casing is completely removed from the soil layer, thus completing pile formation. This application facilitates the rapid and stable lowering of the reinforcing cage.

According to the temporary construction platform and the construction method thereof, vertical rods, all rod pieces, steel plate meshes and the like are assembled, welded and combined into a steel platform bearing system, and the temporary construction platform can adapt to different working conditions such as slopes, mud flats, marshes and land and water combined zones; and normal construction operation of equipment, personnel, materials and the like on the steel platform can be ensured. According to the construction method of the temporary construction platform, by laying wood plates in cooperation with a vertical rod pile driver, vertical rod installation can be rapidly pushed at the front end, the temporary construction platform is completed at the rear end synchronously, and the construction speed is increased. A vertical rod pile machine used in a construction method of a temporary construction platform can be quickly assembled on a construction site and is used for fixing a vertical rod. The small steel pipes and the steel plate meshes are matched with the vertical rod pile driver, a temporary construction platform can be rapidly completed under the condition that site conditions are limited, and the construction progress is accelerated.

The invention discloses a high-balance self-calibration type hydraulic pile driver, and relates to the technical field of building construction equipment. The pile driver comprises a supporting base, a guide rail frame is installed on the top of the supporting base, and a pile driver head is arranged on one side of the guide rail frame; a correction assembly is arranged on the top of the supporting base and comprises a balance box installed on the top of the supporting base. By arranging the correcting assembly and the balancing assembly, when a balancing instrument detects that the supporting base deviates, a hydraulic rod acts immediately to push a moving block and a toothed plate to move, then a gear is driven to drive a fixed shaft and a rotating plate to rotate, a balance weight disc swings in the opposite direction, and the gravity center position of the whole machine is actively changed in the process; the reverse balance moment is generated, and the upsetting moment generated by piling can be automatically counteracted in real time, so that the skew trend of the guide rail frame is inhibited from the source, the stability and the safety coefficient of equipment in continuous high-strength operation are remarkably improved, and the vertical accuracy of piling is ensured.

This application discloses an excavator piling mechanism for easy piling, belonging to the field of water conservancy engineering construction. It includes a mounting base, a clamp, a vibrator, a piling head, and a limiting ring. The mounting base is mounted on the excavator boom, the clamp is mounted on the side of the mounting base, the vibrator is fixed inside the mounting base, the piling head is mounted on the output end of the vibrator, and the limiting ring is mounted on the bottom end of the piling head. A limiting space is formed between the inner wall of the limiting ring and the end of the piling head to restrict the movement of the pile end. This application can effectively improve the efficiency of river piling, accurately control the insertion position of the pile, ensure the verticality of the pile, and avoid structural problems caused by uneven stress.

1. The name of the design product: engineering pile clamping fixture (I). 2. The use of the design product: engineering pile clamping fixture for pile driver in building pile engineering. 3. The design points of the design product: in shape. 4. The picture or photo that best indicates the design points: perspective view.

1. Name of the product in this design: Multifunctional Photovoltaic Pile Driver (R703). 2. Purpose of this design: For use in pile drivers. 3. The key design feature of this product is its shape. 4. The image or photograph that best illustrates the design's key points: a 3D model. 5. For parts of the product that are not easily seen or cannot be seen during use, the bottom view is omitted.

The invention relates to the technical field of pile foundation cleaning, in particular to an anti-overturning foundation cast-in-place pile hole cleaning device which comprises a pile driver and a hole cleaning mechanism arranged on the pile driver, the pile driver comprises a control bin and a limiting frame, a movable groove is formed in the limiting frame, and the hole cleaning mechanism is arranged in the movable groove; the hole cleaning mechanism comprises a limiting sliding base fixed to the inner wall of the movable groove and a height adjusting mechanism arranged on the limiting sliding base. Residues in a pile foundation hole can be directly guided and connected through the air suction pipe connected with the inner through pipe, the residues are conveyed into the inner through pipe through the air suction pipe and then directly reach the blowing cylinder, circulating air flow is formed through air pressure, waste residues in the pile foundation hole are discharged through the residue pumping pipe installed on the blowing cylinder, and an efficient residue cleaning channel is formed. The pile foundation hole is cleaned immediately after opening of the pile foundation hole is completed, the phenomenon that the follow-up machining construction period is prolonged due to the fact that the pile foundation hole is not cleaned in time is avoided, and the progress of a photovoltaic project is quickened.

The present invention discloses a construction method for a gable-shaped portal frame structure under multi-level height limit conditions. The gable-shaped portal frame structure is hoisted and constructed under multi-level height limit conditions. The multi-level height limit includes eight levels from Area A to Area H. The construction includes the following steps: Step 1, construction planning: vertically dividing the gable-shaped portal frame structure into three vertical areas, Area I, Area II, and Area III, each vertical area is horizontally divided into five horizontal areas; Step 2, cave filling: using sleeve valve pipe grouting to fill the cave according to filling requirements; Step 3, pipe pile construction: positioning a pile driver in the construction area for pile driving; Step 4, foundation construction: completing foundation construction in the construction area; Step 5, steel structure construction: construction of the five horizontal areas is carried out in sequence in the three vertical areas simultaneously. This construction method ensures the smooth construction of the portal frame structure within a limited hoisting height, meeting the requirements of safety, quality, and construction period efficiency.

The invention relates to an angle adjusting fork frame structure of an offshore wind power full-rotation multi-angle pile driver. Comprising a first-stage fork frame, a second-stage fork frame, a third-stage fork frame, a first driving oil cylinder and a second driving oil cylinder, the second-stage fork frame and the third-stage fork frame in the structure can both go out, and therefore the overall length of the structure can be greatly increased, and the adaptive use requirement of a large pile driver is met; according to the structure, the part of the structure between the root part and the middle part of the second driving oil cylinder can be retracted on the rail, and the rail is positioned on the sliding rail beam and the first connecting beam, so that the overall length of the structure can be minimized after the second-stage fork frame and the third-stage fork frame are retracted, and the storage and transfer convenience of the structure is improved.

1. The name of the design product: new photovoltaic pile driver (red version). 2. The use of the design product: mainly used for pile driver. 3. The design points of the design product: the combination of shape, pattern and color. 4. The picture or photo that best indicates the design points: perspective view. 5. The design for which protection is sought includes color. 6. Because the appearance patent product belongs to large equipment, the bottom view is omitted as it is not a common view in daily use.

The invention provides a steel sheet pile cofferdam structure, which belongs to the field of cofferdam buildings, and comprises a plurality of steel sheet pile bodies which can be spliced with one another; the multiple steel sheet pile bodies are driven into the deep bottom of a river channel through a pile driver, and every two adjacent steel sheet pile bodies are connected in an inserted mode. The multiple steel sheet pile bodies are matched with the corner pieces to jointly define a rectangular cofferdam. The corner pieces are located at the four corners of the rectangular cofferdam. A plurality of rectangular enclosing purlin assemblies which are arranged from top to bottom are arranged on the inner wall of the rectangular cofferdam, a plurality of supporting assemblies are evenly arranged in the enclosing purlin assemblies, and the supporting assemblies abut against and are matched with the inner wall of the rectangular cofferdam; the supporting assemblies in one-to-one correspondence in the enclosing purlin assemblies from top to bottom are jointly and fixedly connected through cooperation of bolt rods and nuts. By means of the three-point supporting design, the adjustable assembly and the modular linkage structure, the problems of insufficient supporting strength, poor deformation adaptability and overall stability of the deep excavation cofferdam are solved in a targeted mode, and the construction safety and the structural reliability are remarkably improved.

A vibration generator for a vibrating pile driver includes a generator housing, in which a generator gear mechanism is arranged, which includes at least two parallel shafts rotatably mounted in bearings held by the generator housing, and connected to at least one drive to put them into rotation, and to at least two imbalance masses attached to one or more of the shafts. The at least one drive is formed by a drive unit, in each instance, which includes an electric motor and a drive gear mechanism connected to the motor. The drive unit is positioned on the generator housing, on the outside, offset from the bearings held by the generator housing, in the direction of the axes of rotation of the shafts, and not axially between two bearings of a shaft. The drive gear mechanism is connected to at least one of the shafts.

This invention discloses a control system for improving the safety of pile driver construction, comprising: a hydraulic oil tank, a hydraulic pump, a pressure reducing valve, a three-position four-way directional valve, a one-way hydraulic lock, a two-way hydraulic lock, a clamping cylinder, a pressure sensor, an instrument display, a controller, a self-resetting slide key, and a working device action switch. The controller is electrically connected to the hydraulic pump, the three-position four-way directional valve, the pressure sensor, the instrument display, the self-resetting slide key, and the working device action switch. The hydraulic oil tank is connected to the hydraulic pump, the pressure reducing valve, the three-position four-way directional valve, the one-way hydraulic lock, the two-way hydraulic lock, and the hydraulic cylinder in sequence via hydraulic pipelines. The pressure sensor is used to detect the oil pressure at the outlet of the one-way hydraulic lock. By adding a pressure sensor and sending the clamping pressure to the controller, and by adding judgment logic to the main controller to display the clamping oil circuit status on the instrument, and by adding judgment logic to the pile loosening action in the controller, safety accidents caused by operator error are reduced.

The utility model relates to the technical field of pile drivers, and discloses a multifunctional walking type pile driver which comprises a crawler belt, one side of the crawler belt is rotationally connected with a fixed base, and the top of the fixed base is fixedly connected with four sets of buffering mechanisms. According to the multifunctional walking type pile driver, through the arrangement of a buffer mechanism, a buffer spring, a driving mechanism and reinforcing ribs, when the multifunctional walking type pile driver is used, a driving motor on one side is started, the driving motor drives a right-hand and left-hand thread lead screw to rotate, and thus a threaded connector on the surface of the right-hand and left-hand thread lead screw moves relatively on the surface of the right-hand and left-hand thread lead screw; the height of the reinforcing rib rotationally connected with the surface of the threaded connector and the height of the cab on the top of the reinforcing rib are adjusted, underwater operation is facilitated, and the cab cannot be submerged. And the cab can be always kept in a stable state in the lifting process, so that the multifunctionality of the equipment is improved.

This utility model relates to the field of offshore piling technology and discloses a piling device for wind power installation platforms, including a piling machine. The piling machine consists of a frame, an outer cylinder, and a pile foundation limiting shell. The outer cylinder and the pile foundation limiting shell are connected by a flange. Lifting lugs are fixedly installed on both sides of the upper end of the frame. A cooling mechanism is provided on the lower end of the side wall of the outer cylinder, and a sound-absorbing mechanism is provided on the inner wall of the outer cylinder. The cooling mechanism includes a recovery chamber and a water pump housing. The recovery chamber is opened on the inner side wall of the outer cylinder, and a water spray head is rotatably installed inside the recovery chamber. The water pump housing is fixedly installed on the outer side wall of the outer cylinder, and a water pump is fixedly installed inside the water pump housing. A rotating component and a driving component are provided on one side of the water spray head. In this utility model, the piling device can cool the pile after the hammer strikes, thereby slowing down material aging, avoiding cracks or deformation, and increasing the service life of the piling device.