|
Rammer piston for multi-barrel construction artillery pieces |
|
IPC classes for russian patent Rammer piston for multi-barrel construction artillery pieces (RU 2543002):
Rammer piston for multi-barrel construction artillery pieces / 2543000
Two-barrel artillery piece consists of two independent barrels arranged vertically to soil surface. Rammer piston is designed to run piles in soil from multi-barrel artillery pieces and comprises pistons to be fitted in bores of said barrels and platform-base. Inside single-piece rammer piston components to be fitted in barrel bores have cylindrical hollow channel communicating the barrel behind-projectile chambers of barrels extending in axes of cylindrical pistons and inside platform-base resting on pile head.
Device to submerge pipes into soil / 2535562
Device to submerge pipes into soil comprises a body, a striker placed in a body, a head part coupled with the body, a facility to limit movement of the head part relative to the body. Additionally it is equipped with an elastic element installed between the body and the head part, and coupling of the head part with the body is made with a gap.
Electromagnetic hammer / 2479705
Electromagnetic hammer comprises a stator with an excitation winding, an impact element, a reverse system and a jacket. The stator comprises a transverse rod (1), on which there is an excitation winding (2), and two longitudinal rods (3) of round section, where an anchor winding is placed. The impact element is made in the form of two cylinders (4) with round holes connected with a link (5) and an impact part (6). Axes of holes are displaced relative to axes of cylinders (4) towards the periphery of the impact element.
Device for deepening of foundation accessories and/or pipes and/or earth screws in soil used as mounting implement on building machine boom / 2468147
Device for manipulation and deepening of foundation accessories and/or pipes and/or earth screws into soil, used as an additional implement for suspension onto a construction machine boom and comprising a suspension, by means of which the device, if required, also with the help of a regular quick-acting coupling, is fixed in place of a hinged connection on a boom, and rigidly fixed with a suspension of a driving head in the form of a drive for screwing and/or drilling and/or impact drilling and/or plugging, to which a foundation accessory may be attached and/or a pipe and/or a earth screw for manipulation and actuation. The place of hinged connection on the boom is arranged as capable of displacement relative to the driving head, at least in the first direction perpendicular to the longitudinal axis of the foundation accessory/earth screw.
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.
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.
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.
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.
|
FIELD: weapons and ammunition. SUBSTANCE: rammer piston is designed to run piles in soil from multi-barrel artillery pieces and comprises pistons to be fitted in bores of said barrels. This composite rammer piston comprises two pistons, their diameter being equal to barrel calibre, with bottom parts shaped to hemispheres that rest freely on hemispherical platform bed, said platform resting freely on pile head by its top part. EFFECT: elimination of spinning of the moment of forces caused by difference in pressure of powder gases in barrel bore. 2 dwg
The invention relates to artillery guns, intended for zastrasivanja piles into the ground. Known piston-power, providing zastrasivanje piles of single artillery guns by placing a piston in the gun [1]. However, this solution does not allow the use of piston-zabojnik with simultaneous operation of tools, consisting of several trunks, for zastrasivanja piles. The closest in technical essence and the achieved result to the proposed technical solution is the piston-power installation to dive into the ground building elements, providing zastrasivanje piles of multi-barrelled artillery guns with rigid connection of all parts of the piston [2]. However, this solution does not allow to eliminate the action of the torque forces on each of the multi-stemmed trunks building tools by neodinakovo pushing the pile efforts of each trunk. The problem to which the invention is directed, is the creation of a design that allows you to eliminate the rotational action of the moment of forces resulting from the differential pressure of the powder gases in the channels trunks, trunks that make up a multi-stemmed construction artillery cannon The task of resets the use of signs, specified in the claims, in common with the prototype, such as the piston-power, designed to zastrasivanja piles into the ground of the multi-barrelled guns, including pistons inserted into the channels of the shafts and distinctive essential features, such as the piston-power made of a composite comprising two piston diameter equal to the caliber barrels, with the lower parts, made in the form of hemispheres, freely resting on the base of the hemispherical platform, which freely rests with its tip on the head of the pile. The above set of essential features allows to obtain the following technical result is the elimination of the torque multilateral construction tools when zastrasivanje in the soil piles at greater depth. The invention is illustrated in the drawings, where Fig.1 shows the piston before shot of Fig.2 - piston at the moment of shot. The prototype disadvantages are eliminated due to non-rigid connection of the component parts of the piston-zabojnik and application of the hemispheres in the lower parts of the piston and the hemispherical platform, through which are passed the efforts from the shafts on zastraivaemyh pile and freely slide along the surfaces of contact with each other. In the trunks placed a cylindrical piston diameters equal to the caliber barrels. The bottom h of the STI pistons are made in the form of hemispheres. Hemisphere lower parts of the piston abuts the base of the hemispherical platform, which with its tip rests in the center of the head zastraivaemogo piles. Pile rests on the ground surface. During the ignition of the charges in the trunks of the pistons begin to move, passing the efforts of the combustion gases on the pile, resulting in the pile starts to move in the soil. If the force resulting from combustion gases of the charge in one of the trunks, becomes greater than the force resulting from combustion of a charge in the other shaft, a hemispherical platform, on the basis of which rest against the pistons, is rotated in the direction of the greater force, creating a rotational moment of force relative to the hemispherical top of the platform. However, due to the hemispheres of the piston that slides on the base of the hemispherical platform, the pistons do not change their vertical position, eliminating this effect torque hemispherical platform on the trunks. The mechanism of action of inventions Artillery multilateral instrument consists of unconnected one with the other barrel 3 and the barrel 4, vertically to the ground surface 12. In the barrel 3 and the barrel 4 is placed a cylindrical piston 1 and the cylindrical piston 2. The diameter of the piston 1 is equal to the caliber of the barrel 3. The diameter of the piston 2 is equal to the caliber of the barrel 4. The bottom h is ü piston 1 made in the form of a hemisphere 5. The lower part of the piston 2 is made in the form of a hemisphere 6. Hemispheres 5 and 6 of the lower parts of the pistons 1 and 2 rest on the base 7 of the hemispherical platform 8, the diameter of which is larger than the distance between the shafts 3 and 4. Hemispherical platform 8 of its top 9 rests on the center of the 10 heads of the piles 11 (see Fig.1). Pile 11 rests on the ground surface 12. During the ignition charge 13 in the barrel 3 and the charge 14 in the barrel 4 of the piston 1 begins to move in the barrel 3 and the piston 2 begins to move in the barrel 4, passing the efforts of the combustion gases through a hemispherical platform 8 in the top 9 of the hemispherical platform 8 and the center of the 10 heads of the piles 11 on the pile 11. Pile 11 begins to move in the soil 12. If the force resulting from combustion gases of the charge 13, becomes greater than the force resulting from combustion gases of the charge 14, the hemispherical platform 8 is rotated down from the side of the shaft 3 in the direction of the location of the ground 12 and simultaneously hemispherical platform 8 is rotated upward from the shaft 4 in the direction opposite to the location of the ground 12, creating a rotational moment of force relative to the top 9 of the hemispherical platform 8. However, due to the hemispheres 5 and 6, a sliding base 7 hemispherical platform 8, the pistons 1 and 2 do not change their vertical position, eliminating this action is e torque hemispherical platform 8 on trunks 3 and 4 (see Fig.2). Sources of information 1. Bartholomew A. A., Grigoriev C. N., Omelchuk I. M., Pensky O., fundamentals of pulse technology foundations: a monograph. - Perm: Publishing house of the Perm state technical University. - 2002. - S. 91. 2. Malanin centuries, Pensky O. G., Pronichev A. A., Rocco A. Yu Installation for sinking into the ground building elements: invention / centuries Malanin, O., Pensky, A. A. Pronichev, A. Yu Racko. - RF patent for the invention №2348757 published 10.03.2009. Bull. No. 7. The piston-power, designed to zastrasivanja piles into the ground of the multi-barrelled guns, including pistons inserted into the channels of the shafts, characterized in that the piston-power made of a composite comprising two piston diameter equal to the caliber barrels, with the lower parts, made in the form of hemispheres, freely resting on the base of the hemispherical platform, which freely rests with its tip on the head of the piles.
|
© 2013-2015 Russian business network RussianPatents.com - Special Russian commercial information project for world wide. Foreign filing in English. |