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Device for deepening of foundation accessories and/or pipes and/or earth screws in soil used as mounting implement on building machine boom

Device for deepening of foundation accessories and/or pipes and/or earth screws in soil used as mounting implement on building machine boom
IPC classes for russian patent Device for deepening of foundation accessories and/or pipes and/or earth screws in soil used as mounting implement on building machine boom (RU 2468147):
Another patents in same IPC classes:
Pile driver 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 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 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) 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 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 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 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 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 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 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.
Device for driving casing strings 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 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 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 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 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 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) 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 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 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 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: construction.

SUBSTANCE: 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.

EFFECT: higher accuracy of orientation during plugging or screwing or drilling, reduced material intensity.

10 cl, 5 dwg

 

The subject application is a device for manipulating and penetration into the soil Foundation devices, and/or pipes and/or excavation of the Boers under restrictive part of paragraph 1 of the claims.

Device for driving or screwing the base of the fixtures and pipes, or for drilling known. They are presented as separate, for example, self-propelled device with all the necessary guides (holding and orienting devices and actuators. As such they are targeted and very comfortable, but they are relatively expensive, as it is designed only for a certain type of penetration (for example, for driving or drilling, or screwing). They are profitable only in cases, when ever a large volume of the same work in depth.

For users with random demand in such works these devices are actually used only in the form of attachments for hanging on the well-known multi-purpose construction machines, for example, on an excavator boom. Only then will they be cost-effective for the user. Similar to the attached equipment described in US 6.942.430 B1 as a device for screwing pipes.

When using the known device is difficult maintaining healthy lifestyles specified is of screwing, whether vertical direction or direction under any other angle, in fact, throughout the entire process stages.

This is due, firstly, to the fact that the arrow on which is suspended a device for screwing that goes with the process of screwing. When the swivel tool for screwing the bolt moves along the curve around the axis of rotation arrows on the excavator. This means that the tool for screwing in, and with it furtively pipe or pile, or earth auger at the upper end, in the absence of correction, followed by the hinge connection and is deflected in the longitudinal direction of arrows from the given direction.

A similar error occurs in the lateral direction when the longitudinal axis svertyvaemost pipes are not in the same plane as the boom of an excavator, for example, due to the fact that the excavator, and together with him and his arrow (in the vertical direction of screwing), is located obliquely or, even if the excavator and stands erect, the direction of screwing differs from the vertical. Overlay such, as well as the above, sources of errors can lead to erroneous deviations svertyvaemost pipe in any direction.

It should be added, and other error sources, such as soil resistance under the action shall eat which furtively pipe deviates from the predetermined direction, and finally the error allowed by the driver of a construction machine, which can occur, particularly during attempts to repair errors described above orientation.

However, as described erroneous orientation, according to the prior art, are compensated primarily through the management of a construction machine or an arrow, and the driver of the construction machine, depending on the situation, sends it forward or backward or expands or shortens or lengthens the boom, or rotate it.

This procedure hides naturally serious sources of error, as the nature and the amount of correction set by the operator on the eyes and the precision of his movements management and technology (precision control). The fact that this accuracy, especially in rough terrain and taking into account prescribed for such work equipment, often leaves much to be desired, is obvious.

A partial solution to these problems is proposed in US 3,746,104. Here the arrow drilling device is made with hydraulically adjustable in length. In the result, there is no need to adjust the orientation by movement of the construction machine forward or backward, which is usually necessary, for example, to prevent displacement of the seat pivotally connect the deposits from the longitudinal axis of the drilling device when lowering the boom. The necessary correction is made by means of hydraulic changes the length of the boom instead of the hard provide precise motion control of the construction machine. However thanks to that can be solved only with the task associated with the error correction of the deviation in the longitudinal direction of the arrows, and even then not completely, as in the case when the bolt is located under other than a straight angle to the direction of screwing borax, any change in the length of the boom is associated simultaneously with the change of the height position. This leads, depending on the direction of motion, removing unwanted or indentations borax. Other errors of orientation must be compensated with this decision through appropriate maneuvers excavator, if necessary turning movements of the body of the excavator with all the associated disadvantages, or compensation is not possible and one has to accept this. First of all, this solution is costly because it requires arrows, quite different from the usual arrows.

Another partial solution is provided in AT 387424, which describes the combination of the cardan suspension of a drilling device with a hydraulic device for adjusting its length, than excluded boom and, consequently, the tie is installed with this problem.

It is true that the subject invention eliminates the problems caused by movements of the boom. To prevent other errors of orientation, which necessitates an additional adjustment device, this information source solution does not contain. And in this case also saved an additional adjustment by movement of the construction machine or the installation of the boom motions or have to put up with the wrong orientation.

Moreover, this device is also quite expensive and almost not used primarily for long Foundation fixtures/pipes/earth augers, as it requires the mounting height of the boom, which is almost impossible in the common types of construction machinery.

Therefore, the objective of the invention is to create a device for manipulating and penetration Foundation devices, and/or pipes and/or drilling, is used as mounted guns hanging on the boom of a construction machine, which is a simple method eliminates or corrects errors of orientation when driving, and/or screwing and/or drilling.

According to the invention this problem is solved by the device according to paragraph 1 of the claims.

This device differs from the known devices the fact that the place of his swivel is made with an option of displacement relative to the drive head knock, and/or svertyvayuschego, and/or a drilling device, at least in the first direction perpendicular to the longitudinal axis of the Foundation device/pipe/excavation drill. Due to this boom, or more specifically, the hinge connection arrows located between the shaft and the drive head, buys the freedom of displacement, at least in the first direction from the axis of the Foundation device/pipe/auger, not creating lateral load and thereby not Perekareva them. Therefore, compensation is not achieved in the boom and not due to a change in its length, and device penetration, more precisely at any site between the hinge connection of the boom and the drive head.

Compared with solutions of prior art here with varying benefits. To compensate for the errors do not require conversion of construction machinery or her arrows, and you no longer want to use is completely insufficient funds management of the construction machine. Compensation is provided already present additional part of the unit of penetration, its suspension, with relatively minor refurbishment. This conversion is relatively simple, for example, compared with the length adjustment known hydraulic drilling device. But first offset if the such should operate and be managed, can occur through (hydraulic) actuators and their control devices provided for already in the modern construction machines and intended for auxiliary tools. For example, the management of the offset may be performed by the operator of the easiest manual way.

In another embodiment, the hinge connection may be made with the possibility of misalignment of drive heads, and in a second direction, which is perpendicular to the first. In this case, can be compensated not only errors of orientation in the first direction, but also errors in the second direction, resulting in possible to simultaneously compensate for all overlay errors in both directions.

Since the main source of error in orientation is moving seats swivel in the longitudinal direction of the arrows, the first direction for the free mobility is preferably a longitudinal direction of the arrows.

Particularly structurally simple and compact mobility is achieved in the case when the suspension, known devices for screwing, made in the form of a universal joint and, otherwise than in the prior art, at least the first hinge axis extended to ensure mobility in the first direction such that the first and the second elements of the universal joint are movable relative to each other along the axis of the hinge.

In this case, the first hinge axis is preferably oriented in the first direction, in a doubtful case in the longitudinal direction of the arrows.

However, a more perfect additional adjustment is provided in the case, when the second axis of the universal joint is lengthened so that the second and third elements of the universal joint are arranged on it with the possibility of displacement relative to each other. In this case, the imposition of both types of mobility can be compensated for any deviation seat swivel from the axis of the Foundation device/pipe/auger, in any direction.

If we are talking only about the mobility seat swivel, which is necessary to ensure that the arrow did not sideways during their movements, the Foundation device/pipe/auger, it is sufficient free mobility of universal joints on axes. The presence of the actuator in this case is not necessary.

Of course, the desired smooth operation of the hinge in severe operating conditions cannot always be ensured, resulting in already for this reason it is optimal to provide the appropriate drive to move. In addition, this actuator can be used for other purposes. For example, it will allow for active correction of the health is ovci, the installation of the device penetration in other than the vertical direction or the installation, which will allow you to connect laying the Foundation device/pipe/auger into position.

In this case, the actuation may be provided by already contained in modern construction machines, in most cases, the hydraulic drives for additional mechanisms and, consequently, no structural changes building machine or its arrows.

The actuator or actuators can be operated manually using the associated control devices.

Regulation or automatic control may be effected in the most simple case, a switch to the inclined position.

To show the operator the current angular position of the device penetration in relation to the Foundation device/pipe/borax, on the device structures may be provided inclinometer.

The device structures may have at least one limitation on the range of rotation, which allows you to bring the device into the corresponding inclined position to attach lying on the ground the Foundation device/pipe/auger essentially in a horizontal position or in a position deviating from the vertical at depth./p>

Without significant conversion device can be an alternative or cumulatively executed for driving and/or screwing the Foundation of fixtures or pipes, and/or for drilling in soil and/or rocks. In the case of execution for drilling in the ground, the device is designed to move earth mass.

Below the subject invention more is explained using the drawings, this shows:

figa construction machine is suspended on the boom device structures according to the invention, containing a cardan suspension with elongated first axis universal joint, drive head and the Foundation device/pipe/ earth brown, perspective view;

fig.1b - suspension according to the invention in figure 1, a detailed image;

figure 2 - construction machine in figure 1 depicting the stages of motion of the boom, side view;

figa - suspension figa, b and 2, a side view,

fig.3b - suspension figa, b and 2, when considering for or against the longitudinal direction of the arrows;

figs - suspension figa, b and 2, a top view;

figa construction machine is suspended on the boom device structures according to the invention with cardan suspension and elongated first and second axes of the universal joint from the drive head and the Foundation device/pipe/ earth brown, perspective view;</>

fig.4b - suspension according to the invention on figa in the detailed image;

figa construction machine on figa in position to attach the laying of the Foundation device/pipe/excavation borax;

fig.5b - item on figa with stops to limit the range of rotation of the device structures to attach laying the Foundation device/ pipe/excavation borax.

On figa shows a perspective view of a construction machine (5) is suspended on the arrow (4) in place of (7) swivel device (1) penetration according to the invention, containing the propeller (13) suspension (6) oriented in the longitudinal direction (12) of the boom (4) elongated first axis (14) universal joint (13), and the drive cylinder (8) mounted on it the Foundation device/pipe/earth brown (2).

On fig.1b shown in detail on figa device (1) penetration according to the invention, the hinge coupled with the arrow (4) in place of (7) swivel and containing a fixed Foundation device/pipe/excavation Boer (2), the drive cylinder (8) and is designed as a universal joint (13) with elements (16, 17, 18) suspension (6), and the first and second axis (14, 15) universal joint (13), the first axis (14) of the hinge, oriented in the first direction (9) perpendicular to the longitudinal axis (10) fundamental the tools/tubes/earth drill (2), lengthened so that the first and second elements (16, 17) universal joint is arranged to shift it relative to each other to move the seat (7) swivel.

Figure 2 shows the side view of the construction machine (6) according to figure 1, containing suspended by the arrow (4) in place of (7) swivel device (1) penetration according to the invention with a drive head (8) and attached to it, partially screwed into the ground (3) Foundation device/pipe/earth brown (2). Suspension (6) is designed as a universal joint (13) with the first and second axes (14, 15) and the first, second and third elements (16, 17, 18) of the hinge. The first axis (14) universal joint (13), passing in the first direction (9), coincides with the longitudinal direction (12) of the boom (4), lengthened. The figure shows, in particular, as a place (7) swivel rejected when lowering the boom (4) during penetration of the Foundation device/pipe/excavation drill (2) from the longitudinal axis (10) and how this deviation is compensated by shifting the first and second elements (16, 17) of the hinge opposite each other on the first axis (14) universal joint (13) so that the orientation of the Foundation device/pipe/excavation drill (2) remains constant.

On figa-3c shows the device (1) penetration according figa, b and 2 in various the x types. On figa shows the side view of the drive cylinder (8) and the suspension (6) in the form of a universal joint (13) with the first and second axes (14, 15) and the first, second and third elements (16, 17, 18) universal joint (13), and place (7) swivel arrow (4). Additionally shown is the first direction (9) and screws (19) to limit the range of rotation of the device (1) penetration, allowing you to bring this device in a horizontal or similar position for connection with the laying of the Foundation device/pipe/earth brown.

On fig.3b shows a device (1) penetration in or against the longitudinal direction (12) of the boom (4) suspension (6) and the drive head (8) with oriented in first and second directions (9, 11) axes (14, 15) of the hinge, and with the first, second and third elements (16, 17, 18) of the hinge.

On figs shows a device (1) penetration in the top view containing the drive cylinder (8) and the suspension (6) in the form of a universal joint (13), the third element (18) of the hinge is oriented in a first direction (9) of the first axis (14) universal joint (13) and second axis (15) of the hinge.

On figa shows a perspective view of a construction machine (5) is suspended on the arrow (4) in place of (7) swivel device (1) penetration according to the invention, consisting of the drive head (8) and bracket (6)and containing fixed on evadney head (8) of the Foundation device/pipe/excavation drill (2). Suspension (2) made in the form of universal joint (13) and contains the first and second elongated axis (14, 15) universal joint (13).

On fig.4b shows in detail the hinge coupled with the arrow (4) in place of (7) swivel device (1) penetration according to the invention on figa containing the drive cylinder (8) and is designed as a universal joint (13) suspension (6), consisting of first, second and third elements (16, 17, 18) hinge located on the elongated first and second axes (14, 15) of the hinge with the possibility of pivoting movement relative to each other and arranged with a possibility of longitudinal displacement relative to each other in the first and second directions (9, 11).

On figa shows a construction machine according figa in position to attach the laying of the Foundation device/pipe/excavation drill (2) elongated in the longitudinal direction (12) of the bolt (4), containing situated in the place (7) swivel device (1) penetration, consisting of the drive head (8) and bracket (6) in the form of a universal joint (13) with elements (16, 17, 18) and axes (14, 15). Suspension is oriented so that the first (long) axis (14) of the hinge is held in the first direction (9), which is more or less vertical. In the drive cylinder (8), the longitudinal axis which passes perpendicularity axis (14) universal joint, occupies a more or less horizontal position, causing the drive head can communicate easily with the outside as well as horizontally on the ground, for example, as a fallback Foundation device/pipe/earth brown (2).

On fig.5b shows a detail according figa, namely the arrow (4) located in the place (7) swivel device (1) penetration, consisting of the drive head (8) and bracket (6)made in the form of universal joint (13) with elements (16, 17, 18) and axes (14, 15). Suspension is oriented so that the first (long) axis (14) of the hinge is held in the first direction (9), passing more or less vertically. In the result, the drive cylinder (8), the longitudinal axis of which is perpendicular to the first axis (14) universal joint (13), occupies a more or less horizontal position, whereupon the head may easily connect with located horizontally with its longitudinal axis (10), lying on the ground spare the Foundation device/pipe/earth brown (2). Additional fig.5b shows a simple means of ensuring this state of suspension, namely the stop (19), which restricts the range of rotation of the device penetration in such a way that it will follow the settings of the boom.

This limited the giving range of rotation can also be used to bring the device penetration in deviating from the vertical, the inclined position of penetration,

Needless to say, the corresponding result can be achieved by appropriate control suspension (6) using its actuators and control devices.

The list of items

1 - device for burial

2 - the Foundation device/pipe/excavation Bur

3 - soil

4 - arrow

5 - construction machine

6 - pendant

7 - place swivel

8 - drive head

9 - the first

10 is the longitudinal axis of the Foundation device/pipe/excavation borax

11 - the second direction

12 is a longitudinal direction of the arrows

13 - universal joint

14 - the first axle universal joint

15 - second axis universal joint

16 - the first element of the universal joint

17 - the second element of the universal joint

18 - the third element of the universal joint

19 limit the range of rotation of the device burial

1. The device (1) for manipulating and penetration Foundation devices, and/or pipes and/or excavation of the Boers (2) ground (3)used as additional tools for hanging on the boom (4) construction machinery (5) and consisting of a suspension (6), whereby the device, if necessary, also using conventional high-speed clutch is fastened in place (7) articulated with the unity of the boom (4), and rigidly connected with the suspension (6) of the drive head (8) in the form of drive for screwing, and/or drilling and/or percussion drilling and/or driving, which can join the base device and/or pipe and/or earth auger (2) for manipulation and actuation, characterized in that the seat (7) swivel on the bolt (4) made with the possibility of misalignment of drive heads (8), at least in the first direction (9) perpendicular to the longitudinal axis (10) the Foundation device/earth drill (2).

2. The device (1) according to claim 1, characterized in that the seat (7) swivel made with the possibility of displacement relative to the drive head (8) in the second direction (2) perpendicular to the first direction (9).

3. The device (1) according to claim 1 or 2, characterized in that the first direction (9) is the longitudinal direction (12) of the boom (4).

4. The device (1) according to claim 3, characterized in that the suspension (6) is designed as a universal joint (13), in which at least the first axis (14) of the elongated hinge, and the first and second elements (16, 17) of the hinge are on it with the possibility of displacement relative to each other to move the seat (7) swivel.

5. The device (1) according to claim 4, characterized in that the first axis (14) of the hinge is held in the first direction (9).

6. The device (1) according to claim 4 is whether 5, characterized in that the second axis (15) of the elongated hinge so that the second and third elements (17, 18) universal joint (13) located on it with the possibility of displacement relative to each other.

7. The device (1) according to claim 6, characterized in that the longitudinal bias is provided at least one drive.

8. The device (1) according to claim 7, characterized in that the at least one actuator is controlled/regulated.

9. The device (1) according to claim 8, characterized in that for the control/regulation is at least one switch to the inclined position.

10. The device (1) according to any one of claims 1, 2, 4, 5, 7-9, characterized in that provided at least one limit of its range (19) rotate, allowing you to bring the device to connect the ground-based base fixtures/earth augers (2)essentially in a horizontal position or in deviating from the vertical at depth, respectively, downward position.

 

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