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Impact device to submerge rods into soil |
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IPC classes for russian patent Impact device to submerge rods into soil (RU 2443827):
Method for erection of foundation, foundation and pile / 2386752
Group of inventions is related to construction and may be used to erect foundations of industrial and civil buildings with high vertical and horizontal loads under complex engineering and geological conditions, including undermined territories. In process of pile foundation erection piles are installed serially. At least one of piles is driven towards and at the angle to the previously arranged pile with provision of mutual support. Piles may be curvilinear. In this case they are submerged in soil with convexity to the side of base soil with the possibility to form arches in soil, which are inserted one into another. Piles may be provided with widening, then they are driven till mutual support in the area of widening. Widening may be arranged with holes or in the form of forks with teeth, also equipped with links with the possibility of their partial rumpling or damaging. Widening teeth may be joined by rope, besides rope is fixed on outer teeth and is pulled through holes with rollers in central teeth.
Method for hollow pile submersion (versions) / 2386751
Invention is related to construction, in particular to pile foundations. Method for submersion of reinforced concrete hollow pile under action of static or dynamic load developed by installation with loader includes installation of soil piercing device (SPD) into pile cavity, fixation of its position relative to pile; installation of pile with fixed SPD into vertical position relative to earth surface by equipment for pile submersion; submersion of pile into soil till specified elevation, under action of static, dynamic or combined load at pile and facility of soil piercing simultaneously; removal of soil piercing facility from pile cavity; filling of cavity with concrete mortar; at the same time SPD is installed in pile cavity, comprising stem and sharpened tip in the form of cone, or pyramid, or wedge, in which distance from upper end of rod to base of tip is longer than pile length; base of tip is set at the distance from lower end of pile, defined from the following ratio: where z - distance from lower end of pile to tip base; δ - minimum thickness of pile hollow wall; α - angle of tip sharpening.
Electric hammer / 2379422
Electric hammer contains a body with a three-phase primary winding on its internal surface. The body comprises a floating a head anchor with a short-circuited conductive winding on its external surface. It also accommodates head anchor position sensors and a frequency-controlled supply and control system, a hatchway with shock-absorbers. The electric hammer is made of N primary bodies and startors respectively with bearings on their ends. There bodies in upper and lower parts have guides of the head anchor travel. Said bodies and guides are placed in the second body formed along the full length of the first bodies and guides with air gaps, The guides in upper and lower parts have the apertures connected with said gaps. The upper cover of the upper guide is provided with a spring shock-absorber, and in the upper and lower parts of the second body of the electric hammer there are sucking and discharge fans respectively. The frequency-controlled supply and control system can be connected to a storage battery.
Electric hammer / 2315181
Electric hammer comprises body with three-phase winding of linear induction motor stator adapted to receive reciprocating hollow striking armature installed therein in fluid-tight manner. The striking armature is monolithic in lower part and includes short-circuited current-conducting winding formed from outer surface thereof. Hammer comprises anvil block with damping means. Linear induction motor stator winding is installed in upper part of cylindrical electric hammer body, which is provided with tubular striking armature position sensors. Cylindrical body of electric hammer is installed inside cylindrical sealed shell so that lower and upper chambers are created. Chamber lengths are equal to cylindrical body length and striking armature travel correspondingly. The upper and lower chambers are freely connected with each other. Upper chamber is communicated with striking armature interior. Lower chamber has pipeline with check valve. Lower chamber and striking armature interiors are partly filled with heat-conductive and electrical insulation liquid. Remainder zones of lower chamber, striking armature interior and total upper chamber are filled with high-pressure heat-conductive gas. Lower chamber has protective safety valve. Vacuum chamber is created between lower monolithic striking armature part and anvil block. Damping means is installed in lower monolithic part of cylindrical electrical hammer body in fluid-tight manner and may reciprocate relatively the body. Cylindrical fluid-tight shell has additional weight. Short-circuited current-conducting winding of linear induction motor stator is linked to frequency-regulated power supply and control system.
Electromagnetic hammer / 2295025
Electromagnetic hammer contains cylindrical magnetic duct body with coaxially mounted electromagnetic coils of the same name of direct and reverse drive, guiding pipe, ferromagnetic strikers, indicators of upper and lower positions of ferromagnetic striker, energy feeding and control system. Electromagnetic hammer consists of n elementary electromagnetic hammers, mounted successively one on top of another. Between ferromagnetic strikers of elementary electromagnetic hammers, non-magnetic steel spacer plates are inserted, each having length equal to drive value of ferromagnetic striker. Above the uppermost ferromagnetic striker and below lowermost ferromagnetic striker, hermetic hollows are formed. Electromagnetic hammer is provided with n load masses. Electromagnetic coils of the same name are connected between each other synchronously and serially and have divided hollow disks. Each electromagnetic coil of the same name together with part of body of elementary electromagnetic hammers is made of identical sections. Guiding pipe and magnetic ducts are made hollow. Guiding pipe of electromagnetic hammer has longitudinal recess, filled with non current-conductive material.
Electric hammer / 2282029
Electric hammer comprises cylindrical body with three-phase winding located on inner body surface and tubular striking rotor slidably arranged in the body. The striking rotor is provided with excitation coils and short-circuited current-conducting rings located on outer striking rotor surface at poles thereof. The electric hammer has set-on weight installed on cylindrical surface thereof and connected to the surface and comprises striking rotor position sensors. Electric hammer has movable anvil block having case sealed to lower, inner part of cylindrical hammer body. The anvil block comprises damping chamber. High-pressure air chamber is defined by striking rotor cavities and cylindrical hammer body over the striking rotor and is connected to compressor by pipeline provided with check valve. Damping chamber of anvil block is communicated with ambient space through high-pressure safety valve, which in turn is linked to compressor through check valve. Lower part of anvil block has air-tightly installed cylindrical transmission power plate supported by anvil block case. Electric hammer also has power supply system, which controls three-phase winding of cylindrical body, and striking rotor excitation system.
Method for cast-in-place pile building in collapsible ground / 2266368
Method involves drilling pilot hole; installing casing pipe connected to puncher; punching the well ground by dropping load on the puncher through casing pipe to reach design point and enlarging the casing pipe; arranging reinforcement case in the pipe; filling the well with concrete mix as casing pipe moves upward; compacting the concrete mix. In the case of pile with 300-1500 mm diameter forming and in the case of collapsible ground layer thickness up to 18 m or 18-50 m ratio between pilot hole depth and collapsible ground thickness is 1:(4.5-6) and 1:(1.5-5). The puncher has reinforced concrete tip and head made of tube with outer diameter equal to inner diameter of pilot hole. Welded to the head are centering rings. The tip has ring to engage thereof with technological control rod provided with thread, washer with retainers and nut on opposite end thereof. Ratio of height H of upper head part provided with centering rings to length of casing pipe to be installed in the head is 1:(20-30). Ratio between outer puncher diameter D and outer diameter d at tapered part ℓ thereof is equal to 1:0.8. Length ratio between cylindrical head part L and cylindrical tapered part ℓ is equal to 1:0.6. Angles γ of head and head transition area leading to tapered part ℓ are equal to 30°. Difference between outer puncher diameter D to outer casing pipe T diameter is 90-100 mm.
Device for driving casing strings / 2245964
Device is suspended on flexible support of balancing mechanism and includes striker bar with tail piece, head piece of casing pipes, spring and locking element placed on tail piece. Tail piece of striker bar is made with stopping clamp and is provided with support washer. Locking element is made with possible displacement along tail piece axis. Spring is mounted between support washer and locking element.
Tubular pile, encased in concrete, the method of driving piles / 2236505
The invention relates to tubular piles, enclosed in concrete
Device for immersion in the soil pipes / 2135692
The invention relates to the field of construction equipment and is intended mainly for diving into the ground metal pipes, primarily for the trenchless laying of underground communications
Device for driving casing strings / 2245964
Device is suspended on flexible support of balancing mechanism and includes striker bar with tail piece, head piece of casing pipes, spring and locking element placed on tail piece. Tail piece of striker bar is made with stopping clamp and is provided with support washer. Locking element is made with possible displacement along tail piece axis. Spring is mounted between support washer and locking element.
Method for cast-in-place pile building in collapsible ground / 2266368
Method involves drilling pilot hole; installing casing pipe connected to puncher; punching the well ground by dropping load on the puncher through casing pipe to reach design point and enlarging the casing pipe; arranging reinforcement case in the pipe; filling the well with concrete mix as casing pipe moves upward; compacting the concrete mix. In the case of pile with 300-1500 mm diameter forming and in the case of collapsible ground layer thickness up to 18 m or 18-50 m ratio between pilot hole depth and collapsible ground thickness is 1:(4.5-6) and 1:(1.5-5). The puncher has reinforced concrete tip and head made of tube with outer diameter equal to inner diameter of pilot hole. Welded to the head are centering rings. The tip has ring to engage thereof with technological control rod provided with thread, washer with retainers and nut on opposite end thereof. Ratio of height H of upper head part provided with centering rings to length of casing pipe to be installed in the head is 1:(20-30). Ratio between outer puncher diameter D and outer diameter d at tapered part ℓ thereof is equal to 1:0.8. Length ratio between cylindrical head part L and cylindrical tapered part ℓ is equal to 1:0.6. Angles γ of head and head transition area leading to tapered part ℓ are equal to 30°. Difference between outer puncher diameter D to outer casing pipe T diameter is 90-100 mm.
Electric hammer / 2282029
Electric hammer comprises cylindrical body with three-phase winding located on inner body surface and tubular striking rotor slidably arranged in the body. The striking rotor is provided with excitation coils and short-circuited current-conducting rings located on outer striking rotor surface at poles thereof. The electric hammer has set-on weight installed on cylindrical surface thereof and connected to the surface and comprises striking rotor position sensors. Electric hammer has movable anvil block having case sealed to lower, inner part of cylindrical hammer body. The anvil block comprises damping chamber. High-pressure air chamber is defined by striking rotor cavities and cylindrical hammer body over the striking rotor and is connected to compressor by pipeline provided with check valve. Damping chamber of anvil block is communicated with ambient space through high-pressure safety valve, which in turn is linked to compressor through check valve. Lower part of anvil block has air-tightly installed cylindrical transmission power plate supported by anvil block case. Electric hammer also has power supply system, which controls three-phase winding of cylindrical body, and striking rotor excitation system.
Electromagnetic hammer / 2295025
Electromagnetic hammer contains cylindrical magnetic duct body with coaxially mounted electromagnetic coils of the same name of direct and reverse drive, guiding pipe, ferromagnetic strikers, indicators of upper and lower positions of ferromagnetic striker, energy feeding and control system. Electromagnetic hammer consists of n elementary electromagnetic hammers, mounted successively one on top of another. Between ferromagnetic strikers of elementary electromagnetic hammers, non-magnetic steel spacer plates are inserted, each having length equal to drive value of ferromagnetic striker. Above the uppermost ferromagnetic striker and below lowermost ferromagnetic striker, hermetic hollows are formed. Electromagnetic hammer is provided with n load masses. Electromagnetic coils of the same name are connected between each other synchronously and serially and have divided hollow disks. Each electromagnetic coil of the same name together with part of body of elementary electromagnetic hammers is made of identical sections. Guiding pipe and magnetic ducts are made hollow. Guiding pipe of electromagnetic hammer has longitudinal recess, filled with non current-conductive material.
Electric hammer / 2315181
Electric hammer comprises body with three-phase winding of linear induction motor stator adapted to receive reciprocating hollow striking armature installed therein in fluid-tight manner. The striking armature is monolithic in lower part and includes short-circuited current-conducting winding formed from outer surface thereof. Hammer comprises anvil block with damping means. Linear induction motor stator winding is installed in upper part of cylindrical electric hammer body, which is provided with tubular striking armature position sensors. Cylindrical body of electric hammer is installed inside cylindrical sealed shell so that lower and upper chambers are created. Chamber lengths are equal to cylindrical body length and striking armature travel correspondingly. The upper and lower chambers are freely connected with each other. Upper chamber is communicated with striking armature interior. Lower chamber has pipeline with check valve. Lower chamber and striking armature interiors are partly filled with heat-conductive and electrical insulation liquid. Remainder zones of lower chamber, striking armature interior and total upper chamber are filled with high-pressure heat-conductive gas. Lower chamber has protective safety valve. Vacuum chamber is created between lower monolithic striking armature part and anvil block. Damping means is installed in lower monolithic part of cylindrical electrical hammer body in fluid-tight manner and may reciprocate relatively the body. Cylindrical fluid-tight shell has additional weight. Short-circuited current-conducting winding of linear induction motor stator is linked to frequency-regulated power supply and control system.
Electric hammer / 2379422
Electric hammer contains a body with a three-phase primary winding on its internal surface. The body comprises a floating a head anchor with a short-circuited conductive winding on its external surface. It also accommodates head anchor position sensors and a frequency-controlled supply and control system, a hatchway with shock-absorbers. The electric hammer is made of N primary bodies and startors respectively with bearings on their ends. There bodies in upper and lower parts have guides of the head anchor travel. Said bodies and guides are placed in the second body formed along the full length of the first bodies and guides with air gaps, The guides in upper and lower parts have the apertures connected with said gaps. The upper cover of the upper guide is provided with a spring shock-absorber, and in the upper and lower parts of the second body of the electric hammer there are sucking and discharge fans respectively. The frequency-controlled supply and control system can be connected to a storage battery.
Method for hollow pile submersion (versions) / 2386751
Invention is related to construction, in particular to pile foundations. Method for submersion of reinforced concrete hollow pile under action of static or dynamic load developed by installation with loader includes installation of soil piercing device (SPD) into pile cavity, fixation of its position relative to pile; installation of pile with fixed SPD into vertical position relative to earth surface by equipment for pile submersion; submersion of pile into soil till specified elevation, under action of static, dynamic or combined load at pile and facility of soil piercing simultaneously; removal of soil piercing facility from pile cavity; filling of cavity with concrete mortar; at the same time SPD is installed in pile cavity, comprising stem and sharpened tip in the form of cone, or pyramid, or wedge, in which distance from upper end of rod to base of tip is longer than pile length; base of tip is set at the distance from lower end of pile, defined from the following ratio: where z - distance from lower end of pile to tip base; δ - minimum thickness of pile hollow wall; α - angle of tip sharpening.
Method for erection of foundation, foundation and pile / 2386752
Group of inventions is related to construction and may be used to erect foundations of industrial and civil buildings with high vertical and horizontal loads under complex engineering and geological conditions, including undermined territories. In process of pile foundation erection piles are installed serially. At least one of piles is driven towards and at the angle to the previously arranged pile with provision of mutual support. Piles may be curvilinear. In this case they are submerged in soil with convexity to the side of base soil with the possibility to form arches in soil, which are inserted one into another. Piles may be provided with widening, then they are driven till mutual support in the area of widening. Widening may be arranged with holes or in the form of forks with teeth, also equipped with links with the possibility of their partial rumpling or damaging. Widening teeth may be joined by rope, besides rope is fixed on outer teeth and is pulled through holes with rollers in central teeth.
Impact device to submerge rods into soil / 2443827
Body of an impact device is rigidly fixed on a front external end facing the soil surface in a hollow double-sided stem having a piston in a hydraulic cylinder arranged in the plane perpendicular to the soil surface and fixed as capable of angular rotation by ±90° in the carriage. This carriage is progressively movable in vertical guides of the frame parallel to the specified plane and rigidly fixed in the rear part of a hydroficated basic machine. At the same time the submersible element enters into the soil via an end hole in the rear external end of the stem and is substantially permanently placed in its axial plane. Application of the invention will make it possible to ensure complete mechanisation of the soil slopes reinforcement process by driving flexible rod elements into them.
Pile driver / 2444591
Pile driver comprises an upper part of the pile driver guides arranged on the front part of the basic machine and supported with a hydraulic cylinder of pile driver guides lifting at the back, and a lower part of the pile driver guides supported with a facility of control in back and forth direction, a facility of control in back and forth direction comprising a bracket of the pile driver guides, having a rotary base attached as capable of rotation to the basic machine, and a rotary end attached as capable of rotation to the lower part of the pile drive guides, and a facility to actuate the bracket to rotate the bracket of the pile drive guides relative to the rotary base. The first arc outlined with the rotary end, when the bracket of the pile driver guides rotates for control of the lower part of the pile driver guides in back and forth direction. The second arc outlined with a connection part between the pile drive guides and the top of the hydraulic cylinder for lifting of the pile drive guides, which moves, when the lower part of the pile drive guides moves back and forth along the first arc, besides, both are convex to upwards. The radius of the first arc is less than the radius of the second arc. Each of the end of the first arc and the end of the second arc, when the lower part of the pile drive guides is installed in the farthest back position, is in the highest position, and the direct line passing through both end points of the second arc, is parallel to the tangent in the central part of the first arc.
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FIELD: construction. SUBSTANCE: body of an impact device is rigidly fixed on a front external end facing the soil surface in a hollow double-sided stem having a piston in a hydraulic cylinder arranged in the plane perpendicular to the soil surface and fixed as capable of angular rotation by ±90° in the carriage. This carriage is progressively movable in vertical guides of the frame parallel to the specified plane and rigidly fixed in the rear part of a hydroficated basic machine. At the same time the submersible element enters into the soil via an end hole in the rear external end of the stem and is substantially permanently placed in its axial plane. Application of the invention will make it possible to ensure complete mechanisation of the soil slopes reinforcement process by driving flexible rod elements into them. EFFECT: higher efficiency and productivity of the device, improved labour conditions and safety. 4 cl, 3 dwg
The invention relates to the field of construction equipment and can be used to dive into the ground long flexible rod elements, such as reinforcing rods or pipes. Known various devices for immersion tubes, for example, patent RU №2324031 (2006), No. 2231598 (2002) and others, for example, the device for driving into the ground metal structures for patent No. 2231598 is intended for driving the racks traffic barrier railings and other metal objects. This device includes a housing in which is located the drummer in the form of a solid drummer and a mechanism for cocking and shutter drummer, made in the form of the Cam and springs. A disadvantage of the known device is the ability to strike only on the upper end of the immersion element, and therefore it can be used for immersion only hard enough and short elements, does not lose stability when hitting. In addition, with this device you can deliver the items only in the vertical direction. The closest in technical essence of the present invention is the device according to A.S. SU # 607885 (1976). Known pneumatic device includes a housing, a cavity which, with the possibility reciprocating movement under the action of compressed air to the chambers of the working and return strokes has stepped drummer, in the body of which is made of the axial and radial channels, and the nut with channels for supply and exhaust air. This device has a tube for placement therein of a rod element, which is installed in the axial channel of the firing pin and fixedly mounted in the housing and the nut. On the inner surface of the striker made boring, which closes its radial channel and forms with the tube an annular channel for periodic messages camera reverse with the exhaust chamber and the chamber stroke. In addition, the device is mounted clamping device for fixing submersible core element. Thus, the known device includes a housing with cameras working and return stroke in the cavity with the possibility of reciprocating motion along the axis has stepped drummer in the body which is made from the axial channel to accommodate immersion of the rod, and a clamping device for coupling it with the device. The disadvantage of this device is the low productivity and the large amount of manual labor. Installing the unit on a hammered rod and repositioning it as the driving rod into the soil manually. In addition, the pneumatic actuator is associated with low efficiency. Objective of the solution is aimed the present invention, is the maximum mechanization of work, productivity and efficiency of the device. To solve this problem the invention is that, in contrast to the known device impact to dive into the ground flexible rod elements, comprising a housing, an axial cylindrical cavity with the possibility of reciprocating movement is set hollow stepped drummer, together with the housing forming an annular chamber working and idling, and fixed to the body clamping device for gripping the submersible element interacting with the butt-end of the striker at the end of its stroke, according to the invention the said casing rigidly mounted on the front facing surface of the bottom outer end of the hollow, provided with a piston bilateral rod hydraulic cylinder located in the plane perpendicular to the ground surface and secured with the possibility of angular rotation ±90° in the carriage, which progressively movable in vertical guides of the frame, parallel to said plane and rigidly fixed to the rear side of the hydraulic machine base, with dip-element enters the soil through the end hole in the rear outer end of the rod and, in fact, constantly placed in its axial strips is I. In addition, in the working position located in the front part of the body punch Luggage idling constantly communicates with the pressure line of the hydraulic system and the rear cavity of the hydraulic cylinder. At the same time, a large cross-sectional area Luggage stroke located in the rear part of the said casing, periodically by means of a spring-loaded hydraulic valve controls reported either with a pressure line or a drain line of the hydraulic system, with the front cavity of the hydraulic cylinder is constantly communicating with the drain tank. In addition, the carrier device has a hydropneumatic accumulator with a movable along its axis by the two-stage piston end surface of the larger diameter steps which together with the battery casing forms an isolated cavity, filled with a compressed gas, and its lower end stage of their surface forms a constantly communicated with the pressure line of the hydraulic cavity and on its lateral surface provided with an annular groove. By means of this groove opposite podpruzhinennom end face of the valve control hydraulic cavity is communicated with the drain line in the absence of fluid in the hydraulic cavity of the battery and communicated with on the priori route for admission to the battery with a predetermined volume of liquid. In addition, cover immersible element clamping device fixed in the housing impact device with limited relative to the housing axial movement together with the immersion element and contains at least two covering the rod spring special Cam profile, which articulated with the possibility of limited angular rotation in the diametrical plane fixed in the housing. Moreover, when moving the bilateral rod cylinder in the direction of the soil occurs clip, while the opposite movement of the release element buried in the ground. The technical result that can be obtained by using the invention, consists in maximizing the mechanization of work, as well as to improve the efficiency and performance of the device. The invention is illustrated by drawings: figure 1 schematically shows the inventive device, as in figure 2 and figure 3 - basic machine with optical drive and installed the device. Basic machine with 1 arm 2, is installed on the device 3 for immersion rod 4 (Nagel) in the soil is shown in figure 2 and figure 3. The pointing device 2 consists of a frame 5, in a vertical guide which moves the carriage 6 by means of the hydraulic cylinder 7. On the axis of the carriage 6 with the option of pavaroti fixation in any position within 90° mounted faceplate 8 with a fixed device for immersion rods. The frame 5 is rigidly mounted on the base machine 1 by means of bracket 9. The percussion device for immersing the flexible rods (see figure 1) consists of a hydraulic cylinder 10 within which is located the piston 11 with a two-way rod 12 with a through axial hole 13 for the accommodation of the rod 4. The rod 12 together with the hydraulic cylinder 10 to form a hydraulic cavity 14 and 15. On the left (figure 1) the end of the rod 12 is fixed percussion mechanism 16 includes a housing 17, in the inner cavity which is coaxial with the cylinder 10, a drummer 18, having three stages, of which the average 19 has the highest, and the rear 20 - the smallest diameter. In the space between the inner surface of the housing 17 and the outer side surface of the step 21 is formed Luggage idling 22, and in the space between the inner surface of the housing 17 and the outer side surface of the step 20 of the striker - Luggage stroke 23. On the front end of the body 17 is fixed capture mechanism 24, comprising a housing 25 within which hinged jaws 26 and spring 27. The housing 25 of the capture mechanism has limited axial movement relative to the housing 17 by the value of S (see figure 1). On the faceplate 8 (3) in addition to the device 3 for immersion rods installed hydraulic accumulator 28 and valve 29. In EXT is na the housing cavity 30 of the hydraulic accumulator 28 is a two-stage piston 31, seal 32. The cavity 33 formed by the inner cavity of the housing 30 and the free end of the greater speed of the piston 31, is filled with compressed gas. The cavity 34 formed by the inner cavity of the housing 30 and the lower end stage piston 31, through the channel 35 communicates with the cavity 14 of the cylinder 10, through the channel 36 with the valve 38, and the channels 36, 58 and 57 through valve 29 with camera stroke 23. In the middle part of the side surface of the lower stage is made annular groove 39, and in the case of 30 - circular bore 40 and 41. In the housing 42 of the valve 29 with the possibility of a limited longitudinal movement set the valve 43 with the spring 44. On the outer surface of the spool 43 has two annular grooves 45 and 46. The groove 45 by means of radial holes 47 in communication with the internal bore 48. The cavity 49 formed by the inner surface of the housing 42 and the upper end surface of the spool 43 channel 50 is in communication with the annular bore 40 of the hydraulic accumulator 28. On the inner surface of the housing 42 is made of a circular bore 51, 52 and 53. The bore 51 through line 54 is communicated with the drain line 55, and the channel 56 with the bore of the hydraulic accumulator 28. The bore 52 of the channel 57 is in communication with the chamber stroke 23. The bore 53 of the channels 58 and 36 communicated with the valve 38. Luggage idling 22 through channel 7 communicates with the cavity 14 of the cylinder 10, which, in turn, channel 36 communicates with the valve 38. The cavity 15 of the cylinder 10 by a line 59 is communicated with the valve 38, which is on the lines 60 and 61 is communicated with the pressure source 62 and the drain tank 63. The device operates as follows. Before diving rods of the base machine 1 is placed in close proximity to strengthen the slope. The movement of the carriage 3 submersible device is installed at a predetermined height. In the initial position of the piston 11 with the rod 12 and the striker 18 occupy the extreme right (in the drawing) position. Dip the rod 4 is inserted in the Central hole of the rod 12 and the striker 18 and moves to the left in the soil of the slope. While the Cams 26 of capturing, compressing the spring 27, rotates clockwise, while not impeding the movement of the rod. The valve 38 fluid from the hydraulic pump 62 through line 60 and the channel 36 is directed into the cavity 14 of the cylinder 10, through the channel 35 in the cavity 34 of the hydraulic accumulator 28, and the channel 37 in the camera idling 22 percussion mechanism 16. Under the action of fluid pressure in the cavity 14, the piston rod 12 connected therewith percussion mechanism 16 and the grip 24 is moved to the left. While the Cams 26 capture rotated counterclockwise, cutting into the surface of the rod 4, is rigidly connecting it with the body of the grip. At this time the liquid is to be from the cavity 15 through the line 59 is pressed into the tank 63. At the initial immersion of the rod 4 in the soil is due to the static force acting by the fluid on the piston 11. As the penetration of the rod 4 soil resistance to its implementation increases, the fluid pressure in the cavity 14 reaches the maximum value of the expression where Rgis the gas pressure in the cavity 33 of the hydraulic accumulator; D - diameter of the piston 31 in the gas cavity; d - diameter of the piston 31 in the liquid cavity 34. When this static implementation of the rod 4 is stopped, and all coming from the pump 62, the liquid flows into the cavity 34 of the hydraulic accumulator 28 and the camera idling 22. When the piston 31 downward (in the drawing) first division ring of bores 40 and 41 and thereby channel 50 from the drain line 55. At the same time due to the fluid flowing through the channel 37 in the camera idling 22, is the cocking of the striker 19. The movement of the piston 31 downward will be up until the upper end of its lower level will not be included in the circular bore 40. When this cavity 49 channel 50 will be connected to the cavity 34 of the battery and the cavity 14 of the cylinder. Under the action of the pressure fluid flowing from the cavity 34 in the cavity 49, the valve 43 is moved to the lower end position, compressing the spring 44. The camera of the stroke 23 to channel the m 57 and 58, 36 and 35 is connected with the cavity 34 of the hydraulic accumulator 28 and the pump 62. As a result, in the chamber of the stroke 23 is set to a pressure equal to the pressure in the chamber 22 and cavity 34. But since the working area of the striker 19 from the side camera 23 is significantly greater than that of the camera 22, the drummer 19 force equal to the product of the fluid pressure on the difference of the squares of the drummer in the cameras working and idle strokes. As a result, the drummer 19 performs a working stroke and its front end strikes the surface of the housing 25 of the grip 24, coupled with immersion rod 4. After hitting the grip 24 with the rod 4 is moved forward, providing the introduction of the rod into the ground. After capture in the same direction under the pressure of the fluid in the cavity 14 moves the piston rod 12 and percussion mechanism 16 until it stops of its body 17 in the rear end of the housing 25 of the grip 24. For acceleration of the striker 19 and the filling of the vacant volume of the hollow cylinder 14 is expended the entire amount of liquid present in the cavity 34 of the battery. With the release of the cavity 34 from the liquid piston 31 under the action of compressed gas is moved to its original position, again telling the cavity 49 of the valve through the channel 50 of the bores 40 and 41 and line 55 to the drain tank 63. The valve 43 under the action of the spring 44 returns to its original position and the camera work is th turn 23 on channel 57, the bores 51, 52 and line 54 is again communicated with the drain tank 63. Next, the operation of the percussion device in the manner described continues until the piston 11 will rest on the front cover of the cylinder 10. Then through valve 38, the fluid from the pump 62 is directed into the cavity 15 of the hydraulic cylinder and the cavity 14 is communicated with the drain tank. As a result, the rod 12 with the hammer mechanism and the grip is moved to the rightmost position. While the Cams 26 capture rotated clockwise and release the dip-rod 4. With this latter remains at rest. Followed by repeated actuation of the valve 38 into position and the cycle is repeated several times until the complete immersion of the rod into the ground. Joint movement of the machine base and the carriage and fixed it impact device provides choice of other starting points for rods buried in the ground. Thus, the proposed device provides a complete mechanization of the process of strengthening the ground slopes by ramming into it flexible rod elements. This increases efficiency and device performance, as well as improved working conditions and safety. 1. The percussion device for immersing the rods in the ground, comprising a housing, in the axial cylindrical the second cavity with the possibility of reciprocating movement is set hollow stepped drummer, together with the housing forming an annular chamber working and idling, and fixed to the body clamping device for gripping the submersible element interacting with the butt-end of the striker at the end of its stroke, characterized in that said casing is rigidly attached to the forward facing surface of the bottom outer end of the hollow, provided with a piston bilateral rod hydraulic cylinder located in the plane perpendicular to the ground surface and secured with the possibility of angular rotation ±90° in the carriage, which progressively movable in vertical guides of the frame, parallel to said plane and rigidly fixed to the rear side of the hydraulic machine base, when this dip-element enters the soil through the end hole in the rear outer end of the rod and essentially permanently housed in the axial cavity. 2. The device according to claim 1, characterized in that in the working position located in the front part of the body punch Luggage idling constantly communicated with the pressure line of the hydraulic system and the rear cavity of the hydraulic cylinder, while the largest cross-sectional area Luggage stroke located in the rear part of the said casing, periodically through the spring-loaded the CSO hydraulic valve controls reported either with the pressure line, or with the drain line of the hydraulic system, with the front cavity of the hydraulic cylinder continuously connected with the drain tank. 3. The device according to claim 1 or 2, characterized in that the carrier device has a hydropneumatic accumulator with a movable along its axis by the two-stage piston end surface of the larger diameter steps which together with the battery casing forms an isolated cavity, filled with a compressed gas, and its lower end stage of their surface forms a constantly communicated with the pressure line of the hydraulic cavity and on its lateral surface provided with an annular groove, whereby opposite podpruzhinennom end face of the valve control hydraulic cavity communicated with the drain line in the absence of fluid in the hydraulic cavity of the battery and communicated with the pressure line when entering the battery with a predetermined volume of liquid. 4. The device according to claim 3, characterized in that the covering dip-element clamping device fixed in the housing impact device with limited relative to the housing axial movement together with the immersion element and contains at least two covering the rod spring special Cam profile, which articulated with the possibility is of limited angular rotation in the diametrical plane fixed in the housing of the device so what if you move the bilateral rod cylinder in the direction of the soil occurs clip, while the opposite movement of the release element buried in the ground.
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