CN205171516U - Crowded strong stake machine that amplifys of static pressure - Google Patents
Crowded strong stake machine that amplifys of static pressure Download PDFInfo
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- CN205171516U CN205171516U CN201521004530.XU CN201521004530U CN205171516U CN 205171516 U CN205171516 U CN 205171516U CN 201521004530 U CN201521004530 U CN 201521004530U CN 205171516 U CN205171516 U CN 205171516U
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Abstract
The utility model discloses a crowded strong stake machine that amplifys of static pressure, including integral cast rack platform, the power coupling device of interior outer tube, the tamp of activity ball, automatic flexible pylon device, main compressing cylinder management device, thioxotropy or closely knit device and control detection device, automatic flexible pylon device and control detection device set up on integral cast rack platform, the setting of main compressing cylinder management device is inside automatic flexible pylon device, the power coupling device of interior outer tube sets up inside automatic flexible pylon device, and be connected with main compressing cylinder management device through thioxotropy or closely knit device, the utility model discloses combine static pressure stake machine and drilled pile machine, become the required various equipment of stake with the tradition and combine together according to its function, simplify that the quick -witted corollary equipment of stake is in large quantity, the unable transmission of information between the equipment and handle, the operation degree of difficulty is big, manage that the main threads is many, the freight volume is big and the high scheduling problem of energy consumption.
Description
Technical field:
The utility model relates to a kind of building implements, particularly relates to a kind of static pressure squeezed enhancing stake machine.
Background technology:
Prior art Static pressure pile driver is bulky, load weight, freight volume is large, power consumption is many, hole-drilling pile-filling machine can only pore-forming, plurality of devices is needed to coordinate during pouring material, to environmental emission roach and waste mud, pile is slow, pile defect is many, during the diameter of local wide stake holes, need at brill, after scraping out hole, increase expanding equipment separately expanding to local compression in pore-forming, then concrete perfusion material forms hole-enlargement pile, complex procedures and risk is high, when increasing side friction and the end resistance of drilled pile, adopt Post Grouting Technique in order to strengthen the resistance in stake week and stake end to stake week of the isodiametric castinplace pile formed and the local such as stake end, operation is numerous and diverse, and the very doubt problem in grouting amount and position.
Meanwhile, in the work progress of current stake, the operating personnel of stake machine are in non-quantized cognitive state to the condition on the stratum in place, change, data and mechanics parameter; Data for the process control of pile cannot be predicted and anticipation; Formation of pile does not detect the links such as data output, calculating, correction; The internal force of stake machine itself exports without detection data; The technological parameter of stake is by manual record, and real process quantization parameter is difficult to complete documentation; The intensity of pile and almost parameter are without curve representation, and the design parameters of technological parameter in formation of pile and stake cannot comparison, and the hidden dangers in project of stake can only be determined by late detection; Operating personnel are many and need multiple professional to coordinate, and operation easier is large, and energy-output ratio is large.
Utility model content:
Technical problem to be solved in the utility model is: overcome the deficiencies in the prior art, in conjunction with Static pressure pile driver and pile-driving machine, provide a kind of have solve that stake machine corollary equipment quantity is many, between equipment information cannot be transmitted and process, operation easier is large, management main threads is many, freight volume large and the static pressure squeezed enhancing stake machine of energy consumption high problem.
The technical solution of the utility model is: a kind of static pressure squeezed enhancing stake machine, comprise integral cast framework platform, the couple of force locking device of inner and outer pipes, the pressing element of movable balls, automatic telescopic tower device, main compressing cylinder management devices, thixotropy or compacting apparatus and control checkout gear, described automatic telescopic tower device and control checkout gear are arranged on integral cast framework platform, it is inner that described main compressing cylinder management devices is arranged on automatic telescopic tower device, the couple of force locking device of described inner and outer pipes is arranged on automatic telescopic tower device inside, and be connected with main compressing cylinder management devices by thixotropy or compacting apparatus, described automatic telescopic tower device comprises fixed gantry and flexible pylon, described fixed gantry and flexible pylon hinged, and one end of described flexible pylon and flexible pylon support cylinder is hinged, the other end and the support cylinder base of flexible pylon support cylinder are hinged, described support cylinder base is arranged on integral cast framework platform, described fixed gantry is arranged on integral cast framework platform by flange at the bottom of fixed mount, described integral cast framework platform is provided with operation room.
One end of described flexible pylon is provided with flexible pylon control deformed beam, the other end is provided with flange at the bottom of flexible pylon, described flexible pylon comprises external extension pylon and interior pylon, described interior pylon is provided with interior pylon oil cylinder, described interior pylon is arranged in external extension pylon, and be connected with external extension pylon by interior pylon oil cylinder, described external extension pylon is provided with counter-force indent slotted vane, counter-force indent slotted vane is provided with sliding guide groove, described fixed gantry is provided with fixed mount top flange, described flexible pylon control deformed beam is provided with flexible pylon sync detection device, top rope sheave and lifting bracket, described lifting bracket is provided with gin wheel, described external extension pylon and interior pylon are provided with inside and outside flexible pylon steady pin, described integral cast framework platform is provided with flexible pylon transport fixed mount.
Lift cylinder is provided with in described fixed gantry, described lift cylinder presss from both sides guide table and is connected with embracing, embrace on folder guide table and be provided with hydraulic clamping device and hydraulic pilot device, described armful of folder guide table is arranged in pile body reinforcing cage fastening devices, and described hydraulic clamping device, hydraulic pilot device and pile body reinforcing cage fastening devices are provided with manhole.
Described main compressing cylinder management devices comprises main compressing cylinder, counter-force platform and main compressing cylinder guiding device, described counter-force platform and main compressing cylinder guiding device are all arranged on main compressing cylinder, described counter-force platform is provided with counter-force piston hydraulic pressure oil cylinder and counter-force piston boit, described main compressing cylinder is provided with main compressing cylinder pulley.
Described thixotropy or compacting apparatus comprise interior pressing system vibrator and internal force dissipation spherical flange, described interior pressing system vibrator and be provided with two second inner force Deviation rectifier and lifters between dissipation spherical flange inside, described internal force dissipation spherical flange is connected with interior external pressure tube adpting flange.
The couple of force locking device of described inner and outer pipes comprises interior pressure pipe, external pressure tube and interior pipe pressure head, described interior pressure pipe is arranged in external pressure tube, described interior pipe pressure head is arranged on interior pressure pipe one end, described interior pipe pressure head is provided with interior pipe steel ball chain post, interior pipe steel ball chain post is connected with interior pressure pipe steel ball head by interior pressure pipe steel ball head coupling link, and the described interior pressure pipe other end is provided with interior pressure pipe charging aperture.
Visual operation platform, hydraulic jack, motor and hydraulic oil pump is provided with in described operation room, described motor and hydraulic oil pump are arranged on below operation seat, described hydraulic oil pump is connected with hydraulic oil container by hydraulic oil pipe, described hydraulic oil container is provided with heat sink, described hydraulic oil pump is connected with hydraulic control pipe, described motor is connected with cable reel installation, cable reel installation is connected with hoist engine by wire rope, hoist engine is arranged in hoist engine fixed frame, hoist engine fixed frame is provided with hoist engine hydraulic lifting apparatus.
Described control checkout gear is arranged in operation room, described control checkout gear comprises host computer, human-computer exchange equipment and checkout gear, described checkout gear is connected with host computer, described host computer and human-computer exchange equipment connection, host computer is also connected with hydraulic oil pump and motor by peripheral circuit, and hydraulic oil pump is all connected with power distribution cabinet with motor.
Described integral cast framework platform is provided with hydraulic track device and adjustable weight, the surrounding of described integral cast framework platform is provided with supporting leg, supporting leg is provided with support oil cylinder, support oil cylinder is connected with supporting leg force disk, described supporting leg is provided with balance supporting leg hydraulic lock and supporting leg balance detecting device.
The beneficial effects of the utility model are:
1, the utility model is in conjunction with Static pressure pile driver and pile-driving machine, various equipment needed for traditional pile are combined together according to its function, simplify that stake machine corollary equipment quantity is many, problems such as information cannot be transmitted and process, operation easier is large, management main threads is many, freight volume is large and energy consumption is high between equipment.
2, the utility model stake machine appearance and size center of gravity and pressure pile reaction center line overlap, not only frame itself is counterweight but also plays the effect of framework platform, pylon is that retractility can freely raise or reduce and be fixed in a machine frame, and perfusion expects Hoisting System at telescopic tower top of the trellis, perfusion position at interior pipe top.
3, the inside and outside pressure pipe installation and removal of the utility model and service mode are manual operation, each ingredient of machinery is hand, from integration operation, manual operation and automatic operation all can complete respectively, mechanical part adopts full hydraulic drive design, reaching outside pile, expanding, enhancing etc. require, single power source is supplied to separating device kinetic energy (hydraulic pressure transfer), integrates the matching relationship between machinery, realize the saving of electric energy and reduce labour intensity, reducing operating personnel's quantity.
4, the utility model can be collected the links data of various plant equipment and process, comprise leveling, manually, automatically, feeding, pile, expanding, strengthen operation, after host computer corrects technique, and pass to another host computer to before formation of pile, in, the parameter such as tail and curve and prospecting, design, test pile parameter and curve compare, draw the error of construction link and standard, and send correction of a final proof instruction, and to corresponding data automatic recording.
5, the utility model is according to place data of pile test, Data Collection and process are carried out to links, and be converted into visual pile model, the visual model (containing various parameter) of In-put design stake, gather geometric parameter and the densification solid-line curve of formation of pile, three kinds of stake models form visual image by host computer at visual operation platform, the subitem step parameter of formation of pile and local curve negotiating host computer inquiry, thus realize the management of pile driving construction digitized process, realize any section of stake and the visualized management of pile body and operation, prevent human accident from occurring.
6, the utility model adopts gate pylon, the Double-hydraulic-cylinder of reverse movement installed respectively by fixed gantry and flexible pylon pipe, for ensureing that the range ability of Double-hydraulic-cylinder is within the scope of specification error, realize the synchronous ascending, descending of two oil cylinder, flexible pylon back timber installs Double-hydraulic-cylinder synchronous monitoring device, piecewise acquisition oil cylinder service data, and to after its computing, produce adjustment instruction, drive two oil cylinder to be synchronized with the movement.
Accompanying drawing illustrates:
Fig. 1 is the elevation of static pressure squeezed enhancing stake machine.
Fig. 2 is the lateral view of static pressure squeezed enhancing stake machine.
Fig. 3 is the top view of static pressure squeezed enhancing stake machine.
Detailed description of the invention:
Embodiment: see Fig. 1, Fig. 2 and Fig. 3, in figure, 1-integral cast framework platform, 2-fixed gantry, 3-stretches pylon support cylinder, 4-support cylinder base, flange at the bottom of 5-fixed mount, 6-operation room, 7-stretches pylon control deformed beam, 8-stretches flange at the bottom of pylon, 9-external extension pylon, pylon in 10-, pylon oil cylinder in 11-, 12-counter-force indent slotted vane, 13-fixed mount top flange, 14-pushes up rope sheave, 15-lifting bracket, 16-gin wheel, 17-lift cylinder, 18-hydraulic clamping device, 19-hydraulic pilot device, 20-pile body reinforcing cage fastening devices, the main compressing cylinder of 21-, 22-counter-force platform, the main compressing cylinder guiding device of 23-, 24-counter-force piston hydraulic pressure oil cylinder, the main compressing cylinder pulley of 25-, pressing system vibrator in 26-, 27-internal force dissipation spherical flange, 28-bis-second inner force Deviation rectifier and lifter, external pressure tube adpting flange in 29-, pressure pipe in 30-, 31-external pressure tube, pipe pressure head in 32-, pressure pipe steel ball head in 33-, 34-visual operation platform, 35-hydraulic jack, 36-motor, 37-hydraulic oil pump, 38-operates seat, 39-hydraulic oil pipe, 40-hydraulic oil container, 41-heat sink, 42-hydraulic control pipe, 43-cable reel installation, 44-wire rope, 45-hoist engine, 46-hoist engine fixed frame, 47-hoist engine hydraulic lifting apparatus, 48-power distribution cabinet, 49-hydraulic track device, 50-adjustable weight, 51-supporting leg, 52-supporting leg force disk, 53-balance supporting leg hydraulic lock, 54-supporting leg balance detecting device, pressure pipe charging aperture in 55-, the inside and outside flexible pylon steady pin of 56-, 57-stretch pylon transport fixed mount.
Static pressure squeezed enhancing stake machine, comprise integral cast framework platform 1, the couple of force locking device of inner and outer pipes, the pressing element of movable balls, automatic telescopic tower device, main compressing cylinder management devices, thixotropy or compacting apparatus and control checkout gear, automatic telescopic tower device and control checkout gear are arranged on integral cast framework platform 1, it is inner that main compressing cylinder management devices is arranged on automatic telescopic tower device, the couple of force locking device of inner and outer pipes is arranged on automatic telescopic tower device inside, and be connected with main compressing cylinder management devices by thixotropy or compacting apparatus, automatic telescopic tower device comprises fixed gantry 2 and flexible pylon, fixed gantry 2 is hinged with flexible pylon, and one end of flexible pylon and flexible pylon support cylinder 3 is hinged, the other end and the support cylinder base 4 of flexible pylon support cylinder 3 are hinged, support cylinder base 4 is arranged on integral cast framework platform 1, fixed gantry 2 is arranged on integral cast framework platform 1 by flange at the bottom of fixed mount 5, integral cast framework platform 1 is provided with operation room 6.
One end of flexible pylon is provided with flexible pylon control deformed beam 7, the other end is provided with flange 8 at the bottom of flexible pylon, flexible pylon comprises external extension pylon 9 and interior pylon 10, interior pylon 10 is provided with interior pylon oil cylinder 11, interior pylon 10 is arranged in external extension pylon 9, and be connected with external extension pylon 9 by interior pylon oil cylinder 11, external extension pylon 10 is provided with counter-force indent slotted vane 12, counter-force indent slotted vane 10 is provided with sliding guide groove, fixed gantry 2 is provided with fixed mount top flange 13, flexible pylon control deformed beam 7 is provided with flexible pylon sync detection device, top rope sheave 14 and lifting bracket 15, lifting bracket 15 is provided with gin wheel 16, external extension pylon 9 and interior pylon 10 are provided with inside and outside flexible pylon steady pin 56, integral cast framework platform 1 is provided with flexible pylon transport fixed mount 57.
Lift cylinder 17 is provided with in fixed gantry 2, lift cylinder 17 presss from both sides guide table and is connected with embracing, embrace on folder guide table and be provided with hydraulic clamping device 18 and hydraulic pilot device 19, embracing folder guide table is arranged in pile body reinforcing cage fastening devices 20, and hydraulic clamping device 18, hydraulic pilot device 19 and pile body reinforcing cage fastening devices 20 are provided with manhole.
Main compressing cylinder management devices comprises main compressing cylinder 21, counter-force platform 22 and main compressing cylinder guiding device 23, counter-force platform 22 and main compressing cylinder guiding device 23 are all arranged on main compressing cylinder 21, counter-force platform 22 is provided with counter-force piston hydraulic pressure oil cylinder 24 and counter-force piston boit, main compressing cylinder 21 is provided with main compressing cylinder pulley 25.
Thixotropy or compacting apparatus comprise interior pressing system vibrator 26 and internal force dissipation spherical flange 27, interior pressing system vibrator 26 and be provided with two second inner force Deviation rectifiers and lifter 28 between dissipation spherical flange 27 inside, internal force dissipation spherical flange 27 is connected with interior external pressure tube adpting flange 29.
The couple of force locking device of inner and outer pipes comprises interior pressure pipe 30, external pressure tube 31 and interior pipe pressure head 32, interior pressure pipe 30 is arranged in external pressure tube 31, interior pipe pressure head 32 is arranged on interior pressure pipe 30 one end, interior pipe pressure head 32 is provided with interior pipe steel ball chain post, interior pipe steel ball chain post is connected with interior pressure pipe steel ball head 33 by interior pressure pipe steel ball head coupling link, and interior pressure pipe 30 other end is provided with interior pressure pipe charging aperture 55.
Visual operation platform 34 is provided with in operation room 6, hydraulic jack 35, motor 36 and hydraulic oil pump 37, motor 36 and hydraulic oil pump 37 are arranged on below operation seat 38, hydraulic oil pump 37 is connected with hydraulic oil container 40 by hydraulic oil pipe 39, hydraulic oil container 40 is provided with heat sink 41, hydraulic oil pump 37 is connected with hydraulic control pipe 42, motor 36 is connected with cable reel installation 43, cable reel installation 43 is connected with hoist engine 45 by wire rope 44, hoist engine 45 is arranged in hoist engine fixed frame 46, hoist engine fixed frame 46 is provided with hoist engine hydraulic lifting apparatus 47.
Controlling checkout gear is arranged in operation room 6, control checkout gear and comprise host computer, human-computer exchange equipment and checkout gear, checkout gear is connected with host computer, host computer and human-computer exchange equipment connection, host computer is also connected with hydraulic oil pump 37 and motor 36 by peripheral circuit, and hydraulic oil pump 37 is all connected with power distribution cabinet 48 with motor 36.
Integral cast framework platform 1 is provided with hydraulic track device 49 and adjustable weight 50, the surrounding of integral cast framework platform 1 is provided with supporting leg 51, supporting leg 51 is provided with support oil cylinder, support oil cylinder is connected with supporting leg force disk 52, supporting leg 51 is provided with balance supporting leg hydraulic lock 53 and supporting leg balance detecting device 54.
Before pile: by support oil cylinder and checkout gear image data, the data of adjustment oil pressure, realize the Data Detection of height of landing leg, process, make the present invention be in leveling state, simultaneously in any link of pile error-detecting is carried out to rig level, and send leveling instruction, these data are transferred to host computer process, host computer obtains error amount and sends adjustment instruction, height of landing leg is adjusted by support oil cylinder, each supporting leg is up to the standard state, first the thixotropy frequency data of each layer soil in place are gathered, calculate thixotropy frequency threshold scope, control vibrating device and adopt different liquefaction frequency at different depth, impel the pressure pipe end soil layer fast liquefying in pressure pipe process, test pours into the frequency threshold under the combination of material particle size and pressure, layered vibration frequency instruction is worked out under pile condition, control vibrating device and adopt different closely knit frequency at different depth.
By to force value collection, form the collection of the counter-force data to any degree of depth section of process of compressing into, master cylinder pressure, fixed gantry adherence pressure are gathered incessantly at process data, stroke simultaneously, by computing module to after its calculating, comparison, send the instruction of adjustment downforce, the automation pile completing this part device controls.
Press down in process at main compressing cylinder and inner and outer pipe is sent to the stake end degree of depth simultaneously, and ensure that pressure pipe and pile and expanding process need be carry out continuously, outer tube has pore-forming, retaining wall, pressure injection material, the function such as expanding, pouring material extrudes outer tube by interior pipe static(al), forms the stake of different-diameter.Increasing is carried out to the local on basis expanding and expanding in the long degree of depth of full stake expanding, and Data Collection and process are carried out to links, and be converted into visual pile model, the visual model (containing various parameter) of In-put design stake, gather geometric parameter and the densification solid-line curve of formation of pile, three kinds of stake models form visual image by host computer at visual operation platform, the subitem step parameter of formation of pile and local curve negotiating host computer inquiry.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, every above embodiment is done according to technical spirit of the present utility model any simple modification, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (9)
1. a static pressure squeezed enhancing stake machine, comprise integral cast framework platform, the couple of force locking device of inner and outer pipes, the pressing element of movable balls, automatic telescopic tower device, main compressing cylinder management devices, thixotropy or compacting apparatus and control checkout gear, it is characterized in that: described automatic telescopic tower device and control checkout gear are arranged on integral cast framework platform, it is inner that described main compressing cylinder management devices is arranged on automatic telescopic tower device, the couple of force locking device of described inner and outer pipes is arranged on automatic telescopic tower device inside, and be connected with main compressing cylinder management devices by thixotropy or compacting apparatus, described automatic telescopic tower device comprises fixed gantry and flexible pylon, described fixed gantry and flexible pylon hinged, and one end of described flexible pylon and flexible pylon support cylinder is hinged, the other end and the support cylinder base of flexible pylon support cylinder are hinged, described support cylinder base is arranged on integral cast framework platform, described fixed gantry is arranged on integral cast framework platform by flange at the bottom of fixed mount, described integral cast framework platform is provided with operation room.
2. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: one end of described flexible pylon is provided with flexible pylon control deformed beam, the other end is provided with flange at the bottom of flexible pylon, described flexible pylon comprises external extension pylon and interior pylon, described interior pylon is provided with interior pylon oil cylinder, described interior pylon is arranged in external extension pylon, and be connected with external extension pylon by interior pylon oil cylinder, described external extension pylon is provided with counter-force indent slotted vane, counter-force indent slotted vane is provided with sliding guide groove, described fixed gantry is provided with fixed mount top flange, described flexible pylon control deformed beam is provided with flexible pylon sync detection device, top rope sheave and lifting bracket, described lifting bracket is provided with gin wheel, described external extension pylon and interior pylon are provided with inside and outside flexible pylon steady pin, described integral cast framework platform is provided with flexible pylon transport fixed mount.
3. static pressure according to claim 2 squeezed enhancing stake machine, it is characterized in that: in described fixed gantry, be provided with lift cylinder, described lift cylinder presss from both sides guide table and is connected with embracing, embrace on folder guide table and be provided with hydraulic clamping device and hydraulic pilot device, described armful of folder guide table is arranged in pile body reinforcing cage fastening devices, and described hydraulic clamping device, hydraulic pilot device and pile body reinforcing cage fastening devices are provided with manhole.
4. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: described main compressing cylinder management devices comprises main compressing cylinder, counter-force platform and main compressing cylinder guiding device, described counter-force platform and main compressing cylinder guiding device are all arranged on main compressing cylinder, described counter-force platform is provided with counter-force piston hydraulic pressure oil cylinder and counter-force piston boit, described main compressing cylinder is provided with main compressing cylinder pulley.
5. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: described thixotropy or compacting apparatus comprise interior pressing system vibrator and internal force dissipation spherical flange, described interior pressing system vibrator and be provided with two second inner force Deviation rectifier and lifters between dissipation spherical flange inside, described internal force dissipation spherical flange is connected with interior external pressure tube adpting flange.
6. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: the couple of force locking device of described inner and outer pipes comprises interior pressure pipe, external pressure tube and interior pipe pressure head, described interior pressure pipe is arranged in external pressure tube, described interior pipe pressure head is arranged on interior pressure pipe one end, described interior pipe pressure head is provided with interior pipe steel ball chain post, interior pipe steel ball chain post is connected with interior pressure pipe steel ball head by interior pressure pipe steel ball head coupling link, and the interior pressure pipe other end is provided with interior pressure pipe charging aperture.
7. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: in described operation room, be provided with visual operation platform, hydraulic jack, motor and hydraulic oil pump, described motor and hydraulic oil pump are arranged on below operation seat, described hydraulic oil pump is connected with hydraulic oil container by hydraulic oil pipe, described hydraulic oil container is provided with heat sink, described hydraulic oil pump is connected with hydraulic control pipe, described motor is connected with cable reel installation, cable reel installation is connected with hoist engine by wire rope, hoist engine is arranged in hoist engine fixed frame, hoist engine fixed frame is provided with hoist engine hydraulic lifting apparatus.
8. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: described control checkout gear is arranged in operation room, described control checkout gear comprises host computer, human-computer exchange equipment and checkout gear, described checkout gear is connected with host computer, described host computer and human-computer exchange equipment connection, host computer is also connected with hydraulic oil pump and motor by peripheral circuit, and hydraulic oil pump is all connected with power distribution cabinet with motor.
9. static pressure according to claim 1 squeezed enhancing stake machine, it is characterized in that: described integral cast framework platform is provided with hydraulic track device and adjustable weight, the surrounding of described integral cast framework platform is provided with supporting leg, supporting leg is provided with support oil cylinder, support oil cylinder is connected with supporting leg force disk, described supporting leg is provided with balance supporting leg hydraulic lock and supporting leg balance detecting device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521004530.XU CN205171516U (en) | 2015-12-04 | 2015-12-04 | Crowded strong stake machine that amplifys of static pressure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521004530.XU CN205171516U (en) | 2015-12-04 | 2015-12-04 | Crowded strong stake machine that amplifys of static pressure |
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| Publication Number | Publication Date |
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| CN205171516U true CN205171516U (en) | 2016-04-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521004530.XU Active CN205171516U (en) | 2015-12-04 | 2015-12-04 | Crowded strong stake machine that amplifys of static pressure |
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| CN (1) | CN205171516U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369805A (en) * | 2015-12-04 | 2016-03-02 | 吴保全 | Static extruding and expanding strengthening pile machine |
| CN106049494A (en) * | 2016-07-15 | 2016-10-26 | 广州市维众建筑工程有限公司 | Separated-type pile pressing-in machine |
| CN113818439A (en) * | 2021-08-30 | 2021-12-21 | 东莞市帆寒机械有限公司 | Pile machine structure for building construction |
-
2015
- 2015-12-04 CN CN201521004530.XU patent/CN205171516U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369805A (en) * | 2015-12-04 | 2016-03-02 | 吴保全 | Static extruding and expanding strengthening pile machine |
| CN105369805B (en) * | 2015-12-04 | 2017-07-07 | 吴保全 | The squeezed enhancing stake machine of static pressure |
| CN106049494A (en) * | 2016-07-15 | 2016-10-26 | 广州市维众建筑工程有限公司 | Separated-type pile pressing-in machine |
| CN106049494B (en) * | 2016-07-15 | 2019-02-15 | 广州市维众建筑工程有限公司 | Split type pile press machine |
| CN113818439A (en) * | 2021-08-30 | 2021-12-21 | 东莞市帆寒机械有限公司 | Pile machine structure for building construction |
| CN113818439B (en) * | 2021-08-30 | 2022-12-06 | 新疆龙城建设工程有限公司 | Pile machine structure for building construction |
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