CN112779902A - Civil construction is water level ramming device for foundation pile - Google Patents
Civil construction is water level ramming device for foundation pile Download PDFInfo
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- CN112779902A CN112779902A CN202011200288.9A CN202011200288A CN112779902A CN 112779902 A CN112779902 A CN 112779902A CN 202011200288 A CN202011200288 A CN 202011200288A CN 112779902 A CN112779902 A CN 112779902A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
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- General Life Sciences & Earth Sciences (AREA)
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- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention provides a water surface tamping device for foundation piles of civil construction, which relates to the technical field of civil construction, wherein a supporting groove is formed in the edge of the top surface of a cushion table, a plurality of vertical movable channels are uniformly formed in the cushion table and positioned right below the supporting groove, the movable channels penetrate through the bottom surface of an operation ship downwards, limiting channels are symmetrically formed in the inner walls of the movable channels, sleeve shafts are embedded in the tops of the movable channels, and air bags are embedded in the inner walls of the sleeve shafts; the inside swing joint of activity way has the movable rod, and the inside groove has been opened to movable rod outer wall bottom symmetry, soil is inputed to soil scarcity position from the input tube, carry out the defeated soil to soil scarcity position, soil is for filling with soil, can in time supply soil, strengthen the tight degree of soil, improve the fastness of building foundation pile, it is abominable to have solved the environment under water, and soil quality is relatively poor, at the in-process ten minutes difficulty of tamping foundation pile, the mode that adopts artifical offal tamping to work for the most now, the course of work is low, and the poor problem of effect.
Description
Technical Field
The invention relates to the technical field of civil construction, in particular to a water surface tamping device for a foundation pile of a civil construction.
Background
Civil construction is a general term for scientific technology for building various engineering facilities. It refers to the applied materials, equipment and the technical activities of surveying, designing, constructing, maintaining and the like; also refers to the object of engineering construction, namely, various engineering facilities which are built on the ground or underground, on land or in water and directly or indirectly serve human life, production, military affairs and scientific research, pile foundation: the foundation is composed of piles and bearing platforms connected to the tops of the piles. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations.
Present civil construction foundation pile is gone on with tamping unit is most in ground expansion, the submarine building work has often been neglected, because soil is soaked by the water logging for a long time under water, soil surface unevenness, and the environment is difficult to survey under water, unable good submarine soil surface of judgement, soil quality is relatively poor, it is very difficult at the in-process of tamping foundation pile, the construction work is difficult to develop, the mode of tamping is carried out under the manual work to present most adoption, the work progress is low, and the effect is poor.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the mode that adopts artifical groundwater tamping now mostly carries out work, and the working process is low to the effect is poor, to the problem that prior art exists, provides a civil construction water level tamping device for foundation pile.
In order to solve the prior art problem, the invention discloses a water surface tamping device for a foundation pile of a civil building, which comprises a working ship, a cushion table and a soil storage box, wherein the cushion table is fixedly connected to the front end inside the working ship, the soil storage box is fixedly arranged at the front end of the working ship, the soil storage box extends forwards out of the working ship and is positioned at the front end of the cushion table, and a tamping machine is arranged at the front end of the soil storage box;
the edge of the top surface of the cushion table is provided with a supporting groove, a plurality of vertical moving channels are uniformly arranged in the cushion table and right below the supporting groove, the moving channels penetrate through the bottom surface of the operation ship downwards, the inner walls of the moving channels are symmetrically provided with limiting channels, sleeve shafts are embedded in the tops of the moving channels, and air bags are embedded in the inner walls of the sleeve shafts; the movable track is movably connected with a movable rod inside, an inner groove is symmetrically formed in the bottom end of the outer wall of the movable rod, rollers are rotatably connected inside the inner groove, the outer sides of the rollers protrude out of the inner groove and are located in the limiting track, the rollers are connected with the inner wall of the limiting track in a rolling mode, the top of the movable rod is inserted into the sleeve shaft, a floating block is embedded below the movable rod, the outer wall of the floating block is rotatably connected with a rotating ring, and a plurality of floating pads are uniformly bonded on the outer wall of the rotating ring in a surrounding mode;
the top surface of the soil storage box is hinged with a cover plate at one side close to the cushion table, a cable groove is formed in the top of the inner side wall of the soil storage box, the rear end of the inner part of the soil storage box is separated from an equipment groove, a motor is fixedly installed on the front wall of the equipment groove, the front end of the motor is rotatably connected with a screw shaft, the screw shaft penetrates through the side wall of the equipment groove forwards and extends into the soil storage box, a motor is installed in the middle of the right side of the soil storage box through a bolt, the left side of the motor is rotatably connected with a rotating shaft, the rotating shaft penetrates through the right wall of the soil storage box leftwards and extends out of the inner part of the soil storage box, the left end of the rotating shaft is embedded into the left wall of the;
store up the inside base angle of soil box and install the detection instrument, and the detection instrument outside installs a plurality of probe needles side by side, the probe needle all outwards runs through out and stores up soil box bottom surface, and stores up soil box bottom surface and install a plurality of input tubes side by side, the valve is installed in the inside top embedding of input tube, and stores up the interior roof of soil box and have electronic slide rail through bolted connection, the transmission of electronic slide rail below is connected with the punching press jar, and the transmission of punching press jar below is connected with the punching press axle.
Preferably, the support groove is semicircular, and the cushion bench top surface is located a plurality of telescopic links of the even fixedly connected with in the support groove outside, the telescopic link encircles in the support groove outside, and the telescopic link top butt fusion has the pad of leaning on.
Preferably, the bottom surface of the operating ship is provided with a wave groove, the movable rod extends downwards into the wave groove, a conical shape with a narrow upper part and a thick lower part is encircled between the floating cushions, and the diameter of each floating cushion is larger than that of each floating block.
Preferably, the sleeve shaft is located on the top surface of the bearing bracket, the movable rod is upwards inserted into the air bag, and the air bag moves up and down along with the movable rod and is movably connected with the sleeve shaft.
Preferably, the air heater is embedded into the cushion table and positioned at the rear end of the movable passage, a plurality of air holes are uniformly formed in the top surface of the air heater, and the air holes are positioned on the top surface of the support groove.
Preferably, the spiral shaft is positioned right below the cover plate, and a plurality of circles of spiral discs are arranged on the outer side of the spiral shaft in a surrounding manner; the blades are located at the corners of the soil storage box, the distance between two opposite blades is equal to the height of the corners of the soil storage box, and the front end of the spiral shaft faces the blades.
Preferably, the inner bottom wall of the soil storage box is positioned at the front end of the blade and inclines forwards and downwards.
Preferably, the detector output end is electrically connected with the valve input end, the detector is located at the front end and the rear end of the input tube, the number and the positions of the detectors correspond to those of the input tube, and the detectors are in signal connection with the electric sliding rails and the motor.
Preferably, the punching press jar top is equipped with the cable that extends into in the cable groove, and electronic slide rail below is equipped with electronic slide rail, punching press jar top surface is equipped with electronic slider, and electronic slide rail is connected with electronic slider transmission, be connected with electronic slider through electronic slide rail between punching press jar and the electronic slide rail.
Preferably, the punch shaft is inserted downward into one of the input pipes.
Compared with the prior art, the invention has the beneficial effects that:
the supporting groove can support an operator, the telescopic rods are wound around the outer side of the operator to prevent the operator from toppling over, the operator can adjust the connecting height between the sleeve shaft and the support rod by himself/herself, the connecting height between the sleeve shaft and the support rod is positioned through the spring clamping beads and the bayonet, the operator can conveniently have a short rest in a comfortable posture, and the hot air blower can warm the buttocks of the operator in a large area, so that the integral body temperature of the operator is improved, and the working comfort of the operator is improved;
the waves bump in the wave grooves, meanwhile, the waves impact the floating cushion, the movable rod can be driven to move upwards through the floating cushion and the floating block when the waves bump, the idler wheels roll in the limit channel, the rubber block is arranged at the bottom of the air bag, the movable rod can support the rubber block, the air bag can be turned up by the movable rod along with the continuous upward movement of the movable rod, the air bag moves out of the sleeve shaft, the rubber cushion can press the buttocks of an operator, the effect of massaging the buttocks of the operator is achieved through the buoyancy of the water surface, the electric energy is not needed, the energy is saved, the environment is protected, the comfort of the operator is improved, and because the floating cushion has a plurality of floating cushions, the bumping height of the waves at each position is inconsistent, the movable rods move up and down irregularly, the comprehensive massage effect is achieved on the buttocks of the operator, because the top of the air bag is sealed, even if accidents such as overflow occur, the water flow cannot overflow from, the operator is not wetted by the water flow.
The tightness of soil can be detected through a plurality of probe needles, the soil position with larger gaps can be detected, meanwhile, the plurality of probe needles can loosen soil in a small range, a small space is reserved for gathering soil in a later-stage soil tamping state, the tightness of soil tamping is enhanced, when one of the probe needles detects the soil loose position, a valve corresponding to the probe needle can be started, a motor drives a rotating shaft to rotate 90 degrees clockwise, meanwhile, a blade at the rear end rotates 90 degrees along with the rotating shaft, the soil falls to the front end inside a soil storage box along with the trend, an electric slide rail receives a signal of a detecting instrument, the electric slide rail drives a stamping cylinder to move left and right, the electric slide rail drives an electric slide block, so that the stamping cylinder moves right above an opened input tube, after the position of the stamping cylinder corresponds to the input tube, the stamping cylinder drives a stamping shaft to move downwards, the stamping shaft is moved downwards and then is directly inserted into the opened input pipe downwards, soil in the soil storage box can be pushed into the input pipe, the soil is input to a soil loose position from the input pipe, soil can be conveyed according to the soil loose position, and the soil is used as filling soil, so that the soil can be supplemented in time, the compaction degree of the soil is enhanced, and the firmness of the building foundation pile is improved;
because the punching press jar is active state, the cable that the punching press jar was connected with the external world is arranged in the cable duct to the cable is twined in the cable duct, and the length of cable is the twice of storage tank overall length, makes the punching press jar have abundant mobilizable flexibility, and the punching press jar can not influence the mobility because of the cable.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is an enlarged view of the part A of the present invention;
FIG. 3 is a schematic view of the interior of the cushion table structure of the present invention;
FIG. 4 is a schematic view of the interior of the swivel structure of the present invention;
FIG. 5 is a schematic view of the enlarged structure at B of the present invention;
FIG. 6 is a schematic view of the present invention showing a part of the enlarged structure at the position C;
FIG. 7 is a schematic view of the interior of the soil storage box structure of the present invention;
FIG. 8 is a schematic view of the present invention showing a partial enlarged structure at D;
FIG. 9 is a top partial schematic view of the soil storage box structure of the present invention;
FIG. 10 is a schematic top view of the electric slide rail structure of the present invention;
the labels in the figure are: the device comprises a working ship 1, a control console 101, a seat cushion table 2, a bearing groove 201, a movable channel 202, a limit channel 203, a sleeve shaft 3, an air bag 301, a movable rod 4, an inner groove 401, a roller 402, a floating block 403, a rotary ring 404, a floating pad 405, a hot air blower 5, an air hole 501, an expansion rod 6, a back cushion 601, a soil storage box 7, a cover plate 701, a cable groove 702, an equipment groove 703, a motor 8, a spiral shaft 801, a motor 9, a rotary shaft 901, a blade 902, a detector 10, a probe 1001, an input pipe 11, a valve 1101, an electric slide rail 12, a stamping cylinder 13, a stamping shaft 1301 and a tamper 14.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings. It should be noted that the embodiments of the present invention and features of the embodiments may be combined with each other without conflict.
Referring to fig. 1-10, a water surface tamping device for a foundation pile of a civil construction comprises a working ship 1, a cushion table 2 and a soil storage tank 7, wherein the cushion table 2 is fixedly connected to the front end inside the working ship 1, the soil storage tank 7 is fixedly installed at the front end of the working ship 1, the soil storage tank 7 extends forwards out of the working ship 1, the soil storage tank 7 is located at the front end of the cushion table 2, and a tamping machine 14 is installed at the front end of the soil storage tank 7;
specifically, the operation ship 1 is used as a carrier for tamping operation, the operation ship 1 can be opened into a construction water surface, and the control platform 101 is arranged at the top of the operation ship 1 and at the rear end of the cushion platform 2 and can control the driving of the operation ship 1;
a supporting groove 201 is formed in the edge of the top surface of the cushion table 2, a plurality of vertical moving channels 202 are uniformly formed in the cushion table 2 and located right below the supporting groove 201, the moving channels 202 penetrate the bottom surface of the operation ship 1 downwards, limiting channels 203 are symmetrically formed in the inner walls of the moving channels 202, sleeve shafts 3 are embedded in the tops of the moving channels 202, and air bags 301 are embedded in the inner walls of the sleeve shafts 3; the movable channel 202 is movably connected with a movable rod 4, the bottom end of the outer wall of the movable rod 4 is symmetrically provided with inner grooves 401, the inner parts of the inner grooves 401 are rotatably connected with rollers 402, the outer sides of the rollers 402 protrude out of the inner grooves 401 and are positioned in the limiting channel 203, the rollers 402 are in rolling connection with the inner wall of the limiting channel 203, the top of the movable rod 4 is inserted into the sleeve shaft 3, a floating block 403 is embedded below the movable rod 4, the outer wall of the floating block 403 is rotatably connected with a rotating ring 404, and a plurality of floating pads 405 are uniformly bonded on the outer wall of the rotating ring 404 in a surrounding manner;
the supporting groove 201 is semicircular, the top surface of the cushion table 2 is uniformly and fixedly connected with a plurality of telescopic rods 6 which are positioned on the outer side of the supporting groove 201, the telescopic rods 6 surround the outer side of the supporting groove 201, and the top of each telescopic rod 6 is welded with a backrest pad 601;
specifically, when the control console 101 is operated, the operator can sit in the bearing groove 201, the shape of the bearing groove 201 is matched with the shape of the human hip, the operator can be supported on the bearing groove, the operation boat 1 is easy to shake due to the influence of waves when running on the water surface, in order to prevent the operator from falling over or even falling down when the control console 101 is operated, the operator can be blocked by the telescopic rods 6, the telescopic rods 6 surround the outer side of the operator to prevent the operator from falling over, in addition, the backrest cushion 601 is supported by the telescopic rods 6, the backrest cushion 601 is made of a rubber material, the sponge is filled in the backrest cushion 601, and the pain feeling generated when the operator impacts the backrest cushion 601 is reduced;
furthermore, the telescopic rod 6 consists of a sleeve shaft and a support rod, the support rod is downwards inserted into the sleeve shaft, a bayonet is formed in the surface of the sleeve shaft, a spring clamping bead is arranged at the front end of the support rod, an operator can automatically adjust the connecting height between the sleeve shaft and the support rod, the connecting height between the sleeve shaft and the support rod is positioned through the spring clamping bead and the bayonet, the operator can heighten the middle telescopic rod 6 and lower the side telescopic rods 6, the back cushion 601 is in a convex shape at the moment, the operator can conveniently lean on the head of the pillow, the middle telescopic rod 6 can also be lowered, the side telescopic rods 6 are heightened, the back cushion 601 is in a concave shape at the moment, the operator can lie down and support the neck on the back cushion 601, and the operator can conveniently take a comfortable rest in a relatively short posture;
the hot air blower 5 is embedded and installed in the cushion table 2 and at the rear end of the movable channel 202, a plurality of air holes 501 are uniformly formed in the top surface of the hot air blower 5, and the air holes 501 are located on the top surface of the support groove 201;
furthermore, in a working environment with cold weather, when an operator sits in the bearing groove 201, in order to avoid operational errors caused by muscle stiffness of the operator due to cold, the air heater 5 can be started for use, the air heater 5 can output hot air from the air holes 501, the air holes 501 directly release the hot air to the buttocks of the operator, and the buttocks of the operator are heated in a large area, so that the integral body temperature of the operator is improved, and the working comfort of the operator is improved;
the bottom surface of the working ship 1 is provided with a wave groove, the movable rod 4 extends downwards into the wave groove, a conical shape with a narrow upper part and a thick lower part is surrounded between the floating pads 405, and the diameter of the floating pads 405 is larger than that of the floating blocks 403;
the sleeve shaft 3 is positioned on the top surface of the support groove 201, the movable rod 4 is upwards inserted into the air bag 301, and the air bag 301 moves up and down along with the movable rod 4 and is movably connected with the sleeve shaft 3;
specifically, because the upper and lower surfaces of the limit passage 203 are not communicated with the movable passage 202, when the movable rod 4 is located in the sleeve shaft 3, the movable rod 4 will naturally hang down, the roller 402 will abut against the bottom pad of the limit passage 203 to limit the lowest position of the inserted column moving down, meanwhile, because the bottom surface of the operation boat 1 is concave, the water surface is located at the bottom surface of the operation boat 1, the water current will not flow into the wave groove, when the inserted column moves down to the lowest position, the bottom surface of the floating pad 405 and the bottom end of the wave groove are the same horizontal plane, the floating pad 405 can contact the water surface, if large waves occur during the driving process of the operation boat 1, the water area below the wave groove is not adhered, so that the calmness of the waves can not be inhibited, the waves will bump in the wave groove, meanwhile, the waves impact on the floating pad 405 is made of rubber materials, the pad 405 has good buoyancy, the floating pad 405 can float upwards when the waves impact in the wave groove, the floating block 403 is made of polypropylene foam materials and has buoyancy, and the attached block has stronger buoyancy on the basis of the floating pad 405, so that the floating pad 405 and the floating block 403 can drive the movable rod 4 to move upwards when waves bump, the roller 402 rolls in the limit channel 203, the roller 402 not only can play a role in positioning, but also can reduce the friction force between the movable rod 4 and the movable channel 202, and the upward movement process of the movable rod 4 is smoother;
furthermore, when the movable rod 4 moves upwards, the top of the movable rod 4 is inserted into the air bag 301, the rubber block is arranged at the bottom of the air bag 301, the movable rod 4 can abut against the rubber block, the air bag 301 can be turned up by the movable rod 4 along with the continuous upward movement of the movable rod 4, the air bag 301 is moved out of the sleeve shaft 3, the rubber pad can press the hip of an operator, the effect of massaging the hip of the operator is achieved through the buoyancy of the water surface, electric energy is not needed, energy conservation and environmental protection are utilized, the comfort of the operator is improved, the floating pads 405 are multiple, the bumpy heights of waves at each position are inconsistent, the movable rods 4 move up and down irregularly, and the comprehensive massage effect is achieved on the hip of the operator;
furthermore, because the top of the moving passage 202 is sealed by the air bag 301, even if accidents such as water overflow occur, water flow cannot overflow from the top surface of the moving passage 202 to the supporting groove 201, and operators cannot be soaked by the water flow;
the floating pad 405 floats on the water surface, and because the surface of the floating pad 405 is a curved surface, the contacted water surface area is larger, when the operation boat 1 runs backwards, the curved floating pad 405 can be impacted by water flow, and the water flow impacts on the curved surface of the floating pad 405 to enable the floating pad 405 to rotate and fan in a slurry state, and the rotating ring 404 is matched with the floating pad 405 to rotate, so that the water surface is rotated to a certain degree, the running speed of the operation boat can be accelerated, no additional energy is needed, garbage objects or duckweed plants floating on the water surface can be fanned away by the floating pad 405 in a rotating state, the floating pad 405 plays a role in pollution discharge, and the situation that the floating objects on the water surface obstruct normal construction when tamping work is carried out at the later stage is avoided;
a cover plate 701 is hinged to one side, close to the cushion table 2, of the top surface of the soil storage box 7, a cable groove 702 is formed in the top of the inner side wall of the soil storage box 7, an equipment groove 703 is formed in the rear end of the inside of the soil storage box 7 in a spaced mode, a motor 8 is fixedly mounted on the front wall of the equipment groove 703, the front end of the motor 8 is rotatably connected with a screw shaft 801, the screw shaft 801 penetrates through the side wall of the equipment groove 703 forwards and extends into the inside of the soil storage box 7, a motor 9 is mounted in the middle of the right side of the soil storage box 7 through a bolt, a rotating shaft 901 is rotatably connected to the left side of the motor 9, the rotating shaft 901 penetrates through the right wall of the soil storage box 7 leftwards and extends out of the inside of the soil storage box 7, the left end of the rotating shaft 901 is embedded into the left;
specifically, the cover plate 701 is opened, soil is stored in the soil storage box 7, the middle section in the soil storage box 7 is blocked by the upper blade 902 and the lower blade 902, and the soil is only stored at the rear end position in the soil storage box 7;
the screw shaft 801 is positioned right below the cover plate 701, and a plurality of circles of screw discs are arranged on the outer side of the screw shaft 801 in a surrounding manner; the blades 902 are positioned at the corner position of the soil storage box 7, the distance between two opposite blades 902 is equal to the height of the corner position of the soil storage box 7, and the front end of the screw shaft 801 faces the blades 902;
further, soil is covered on the screw shaft 801, the screw shaft 801 is driven to rotate through the motor 8, meanwhile, the screw disc on the outer side of the screw shaft 801 can stir the soil to crush the soil into small blocks, the screw shaft 801 is buried at the bottom of a soil pile to stir the soil in a large range, and after the soil is crushed, the soil is slowly conveyed to the front end along with the rotation of the screw disc, so that the soil is concentrated at the front end to perform crushing and conveying work;
a detector 10 is installed at the bottom corner inside the soil storage box 7, a plurality of detection needles 1001 are installed on the outer side of the detector 10 in parallel, the detection needles 1001 penetrate through the bottom surface of the soil storage box 7 outwards, a plurality of input pipes 11 are installed on the bottom surface of the soil storage box 7 in parallel, a valve 1101 is installed at the top end inside each input pipe 11 in an embedded mode, the top wall inside the soil storage box 7 is connected with an electric slide rail 12 through bolts, a stamping cylinder 13 is connected below the electric slide rail 12 in a transmission mode, and a stamping shaft 1301 is connected below the stamping cylinder 13 in a transmission mode;
specifically, the probe 1001 penetrates into soil at the bottom of the water, when the working ship 1 moves from front to back on the water surface, the probe 1001 can move in the soil, because the soil at the bottom of the water is loose, the probe 1001 can easily move in the soil, the probe 1001 is a soil compactness detector of BSG-41010 type, the compactness of the soil can be detected through the plurality of probe 1001, the soil position with a large gap is detected, even if the soil position with the large gap is not left, the soil can be loosened in a small range through the plurality of probe 1001, and a small space is reserved for gathering the soil in a later-stage soil tamping state, so that the compactness of soil tamping is enhanced;
the output end of the detecting instrument 10 is electrically connected with the input end of the valve 1101, the detecting instrument 10 is positioned at the rear end of the input tube 11, the number and the position of the detecting instruments 10 correspond to those of the input tube 11, and the detecting instrument 10 is in signal connection with the electric sliding rail 12 and the motor 9;
the inner bottom wall of the soil storage box 7 is positioned at the front end of the blade 902 and is inclined towards the front lower part;
further, in the initial state, the valve 1101 is in the closed state, the plurality of probe pins 1001 can effectively expand the detection range, when one of the probe pins 1001 detects the loose soil position, the valve 1101 corresponding to the probe pin 1001 can be started, at this time, the top of the input pipe 11 is communicated with the interior of the soil storage tank 7, meanwhile, the motor 9 receives the instruction of the detecting instrument 10, the motor 9 drives the rotating shaft 901 to rotate clockwise by 90 degrees, meanwhile, the blades 902 at the rear end rotate 90 degrees along with the rotating shaft 901, the blades 902 rotate forwards and downwards, because the screw shaft 801 delivers soil to a position close to the blades 902, when the rear blades 902 rotate, the rear blades 902 push a part of the soil forward, when the blades 902 at the rear end rotate to be in a vertical state, soil is just pushed to the corner position of the inner wall of the soil storage box 7, the position is in a slope shape, and the soil falls to the front end of the inner part of the soil storage box 7 along the trend;
the top of the stamping cylinder 13 is provided with a cable extending into the cable groove 702, an electric slide rail 12 is arranged below the electric slide rail 12, the top surface of the stamping cylinder 13 is provided with an electric slide block, the electric slide rail 12 is in transmission connection with the electric slide block, and the stamping cylinder 13 and the electric slide rail 12 are connected with each other through the electric slide rail 12;
the punching shaft 1301 is downwards inserted into one of the input pipes 11;
furthermore, the electric slide rail 12 receives a signal of the detector 10, the electric slide rail 12 drives the stamping cylinder 13 to move left and right, the electric slide rail 12 drives the electric slider, so that the stamping cylinder 13 moves right above the opened input pipe 11, the stamping cylinder 13 drives the stamping shaft 1301 to move downwards after corresponding to the position of the input pipe 11, the stamping shaft 1301 moves downwards and then is inserted into the opened input pipe 11, soil in the soil storage box 7 can be pushed into the input pipe 11, the soil is input to a soil scarification position from the input pipe 11, soil can be conveyed according to the soil scarification position, the soil is used as filling soil, the soil can be supplemented in time, the compaction degree of the soil is enhanced, and the firmness of the building foundation pile is improved;
because the stamping cylinder 13 is in an active state, the cable connected with the outside by the stamping cylinder 13 is positioned in the cable groove 702 and is wound in the cable groove 702, and the length of the cable is twice of the total length of the soil storage box 7, so that the stamping cylinder 13 has sufficient movable flexibility, and the stamping cylinder 13 cannot influence the activity due to the cable;
after the input pipe 11 is filled with soil, the tamper 14 is lowered to the water bottom to beat the soil surface, so as to tamp the soil surface.
The present invention has been described in relation to the above embodiments, which are only exemplary of the implementation of the present invention. It should be noted that the disclosed embodiments do not limit the scope of the invention. Rather, it is intended that all such modifications and variations be included within the spirit and scope of this invention.
Claims (10)
1. The utility model provides a surface of water rammer device for civil construction foundation pile, includes operation ship (1), cushion platform (2) and storage soil box (7), cushion platform (2) fixed connection is in the inside front end of operation ship (1), and stores up soil box (7) fixed mounting in operation ship (1) front end, store up soil box (7) and extend operation ship (1) forward, and store up soil box (7) and be located cushion platform (2) front end, rammer (14), its characterized in that are installed to store up soil box (7) front end:
a supporting groove (201) is formed in the edge of the top surface of the cushion table (2), a plurality of vertical movable channels (202) are uniformly formed in the cushion table (2) and located under the supporting groove (201), the movable channels (202) penetrate through the bottom surface of the operation ship (1) downwards, limiting channels (203) are symmetrically formed in the inner walls of the movable channels (202), sleeve shafts (3) are embedded in the tops of the movable channels (202), and air bags (301) are embedded in the inner walls of the sleeve shafts (3); the movable track (202) is movably connected with a movable rod (4) inside, inner grooves (401) are symmetrically formed in the bottom end of the outer wall of the movable rod (4), rollers (402) are rotatably connected inside the inner grooves (401), the outer sides of the rollers (402) protrude out of the inner grooves (401) and are located in the limiting track (203), the rollers (402) are in rolling connection with the inner wall of the limiting track (203), the top of the movable rod (4) is inserted into the sleeve shaft (3), a floating block (403) is embedded below the movable rod (4), the outer wall of the floating block (403) is rotatably connected with a rotating ring (404), and a plurality of floating pads (405) are uniformly bonded around the outer wall of the rotating ring (404);
a cover plate (701) is hinged to one side of the top surface of the soil storage box (7) close to the cushion table (2), and the top of the inner side wall of the soil storage box (7) is provided with a cable groove (702), the rear end inside the soil storage box (7) is provided with an equipment groove (703), a motor (8) is fixedly arranged on the front wall of the equipment groove (703), the front end of the motor (8) is rotationally connected with a screw shaft (801), and the screw shaft (801) penetrates through the side wall of the equipment groove (703) forwards and extends to the inside of the soil storage box (7), a motor (9) is arranged in the middle of the right side of the soil storage box (7) through a bolt, and the left side of the motor (9) is rotationally connected with a rotating shaft (901), the rotating shaft (901) penetrates through the right wall of the soil storage box (7) leftwards and extends out of the interior of the soil storage box (7), the left end of the rotating shaft (901) is embedded into the inner left wall of the soil storage box (7) and is in rotating connection with the inner left wall, and four ends of the outer wall of the rotating shaft (901) are fixedly connected with blades (902);
store up native case (7) inside base angle and install detection instrument (10), and detection instrument (10) outside and install a plurality of probe needles (1001) side by side, probe needle (1001) all outwards run through out and store up native case (7) bottom surface, and store up native case (7) bottom surface and install a plurality of input tubes (11) side by side, valve (1101) are installed in the embedding of input tube (11) inside top, and store up the interior roof of native case (7) and have electric slide rail (12) through bolted connection, electric slide rail (12) below transmission is connected with stamping cylinder (13), and stamping cylinder (13) below transmission is connected with punching press axle (1301).
2. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: support groove (201) semicircular in shape, and cushion platform (2) top surface is located and holds a plurality of telescopic links (6) of the even fixedly connected with in the groove (201) outside, telescopic link (6) surround in supporting groove (201) outside, and telescopic link (6) top butt fusion has back cushion (601).
3. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the wave groove has been seted up to operation ship (1) bottom surface, and during movable rod (4) down extended to the wave groove, encircle between floating pad (405) and be the thick conical shape down of going up narrowly, and the diameter of floating pad (405) is greater than the diameter of floating block (403).
4. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the sleeve shaft (3) is located on the top surface of the support groove (201), the movable rod (4) is upwards inserted into the air bag (301), and the air bag (301) moves up and down along with the movable rod (4) and is movably connected with the sleeve shaft (3).
5. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the air heater (5) is embedded into the cushion table (2) and is located at the rear end of the movable channel (202), a plurality of air holes (501) are uniformly formed in the top surface of the air heater (5), and the air holes (501) are located on the top surface of the supporting groove (201).
6. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the screw shaft (801) is positioned right below the cover plate (701), and a plurality of circles of screw discs are arranged on the outer side of the screw shaft (801) in a surrounding manner; the blades (902) are positioned at the corner positions of the soil storage box (7), the distance between two opposite blades (902) is equal to the height of the corner positions of the soil storage box (7), and the front end of the spiral shaft (801) faces the blades (902).
7. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the inner bottom wall of the soil storage box (7) is positioned at the front end of the blade (902) and inclines towards the front lower part.
8. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the output end of the detecting instrument (10) is electrically connected with the input end of the valve (1101), the detecting instrument (10) is located at the front rear end of the input pipe (11), the number and the positions of the detecting instruments (10) correspond to those of the input pipe (11), and the detecting instrument (10) is in signal connection with the electric sliding rail (12) and the motor (9).
9. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: stamping cylinder (13) top is equipped with the cable that extends into in cable groove (702), and electric slide rail (12) below is equipped with electronic slide rail, stamping cylinder (13) top surface is equipped with electronic slider, and electronic slide rail is connected with the transmission of electronic slider, be connected with electronic slider through electronic slide rail between stamping cylinder (13) and electric slide rail (12).
10. The water surface tamping device for the civil construction foundation pile according to claim 1, characterized in that: the stamping shaft (1301) is downwards inserted into one of the input pipes (11).
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| CN202011200288.9A CN112779902B (en) | 2020-11-02 | 2020-11-02 | Civil construction is water level ramming device for foundation pile |
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| CN202011200288.9A CN112779902B (en) | 2020-11-02 | 2020-11-02 | Civil construction is water level ramming device for foundation pile |
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| CN112779902B (en) | 2022-07-29 |
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Effective date of registration: 20220711 Address after: 250000 room 206-2, second floor, economic development service center building, Fuqian street, Shengjing street, Zhangqiu District, Jinan City, Shandong Province Applicant after: Shandong Dingxin geotechnical Technology Co.,Ltd. Address before: 430050 California kindergarten, No. 24, Yuansi South Road, Hanyang District, Wuhan City, Hubei Province Applicant before: Chen Lin |
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Denomination of invention: Water surface compaction device for civil construction foundation pile Effective date of registration: 20221116 Granted publication date: 20220729 Pledgee: Bank of Beijing Co.,Ltd. Jinan Branch Pledgor: Shandong Dingxin geotechnical Technology Co.,Ltd. Registration number: Y2022370000154 |