CN106592590A - Construction equipment for carrier pile - Google Patents
Construction equipment for carrier pile Download PDFInfo
- Publication number
- CN106592590A CN106592590A CN201611049685.4A CN201611049685A CN106592590A CN 106592590 A CN106592590 A CN 106592590A CN 201611049685 A CN201611049685 A CN 201611049685A CN 106592590 A CN106592590 A CN 106592590A
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- Prior art keywords
- penetration
- pile
- construction equipment
- automatically
- construction
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/08—Drop drivers with free-falling hammer
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/06—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention provides construction equipment for a carrier pile. The construction equipment comprises a pile support which is provided with a chassis and a support and a pounding system which is provided with a protection sleeve, a pounding hammer and a main winch, wherein the pounding hammer is hung and driven by the main winch to pound a bottom in a protection sleeve; and the construction equipment is characterized in that the equipment further comprises an automatic material filling device which can fill padding quantitatively into the protection sleeve for several times, an automatic pounding control device which controls the main winch to lift the pounding hammer automatically according to a preset height for pounding the padding and an automatic three-strike penetration detection device which can automatically detect and record a penetration value of the pounding hammer after each time of falling and pounding, so that during construction of the carrier pile, presetting, monitoring and recording of construction parameters and automatic constructing are realized. The construction equipment further comprises the automatic three-strike penetration detection device, one-strike penetration generated by the pounding hammer which falls freely at a certain height and strikes on soil or padding in a foundation can be automatically detected, and multi-strike penetration can be continuously detected, and data is recorded and output.
Description
Technical field
The application is related to field of civil engineering, and in particular to a kind of construction equipment of carrier pile.
Background technology
Carrier pile be quickly grow in recent years, a kind of widely used new pile-type, with bearing capacity is high, subject range
Extensively, the advantages of cost economic, its be core mechanism be certain depth and scope under an end the soil body it is closely knit, casing is sunk in construction
To designed elevation, inserts are put into into casing in batches, hammer compacting repeatedly into shape with post and form carrier, reach penetration requirement
After be further filled with coagulation rammed earth, last Reperfu- sion concrete pile.Therefore, for the corollary equipment of carrier pile driving construction, which is main
Ability and key control point, are how fast and easily to realize filler, compacting, measurement penetration.
And currently used for the corollary equipment of carrier pile driving construction, entirely artificial control operation, particularly in filler, ram
The aspects such as real, measurement penetration, need several knack workmans to coordinate and complete jointly, and this present situation not only causes construction
Cost increase, inefficiency etc. are negatively affected, and the construction quality to carrier pile is also easy to produce many adverse effects, specifically such as：
1st, by manually operating hoist engine to lift hammer ram, hammer ram falls away from accurately controlling, in some soil layers in higher sensitivity,
Falling for hammer ram hammer out that casing is more into shape away from excessive easily causing, and causes the disturbance of the soil body, affects the quality and efficiency of pile；2nd, by people
To filler in casing, this mode makes the falling away from accurately can not matching somebody with somebody of the quantity of each filler and hammer ram to the instruments such as work spade
Close, when especially regular appearance filler is excessive, filler cannot excessively ram out casing into casing and cause casing to destroy, or
Situations such as very few length for hammering out casing into shape of filler excessively causes the disturbance of the soil body, and for total amount of filler cannot be accomplished accurately
Ground metering.3rd, the measurement of penetration is the major control index of carrier pile carrier, and is hit using the hand dipping three of people and passed through
In-degree, has that metering precision is poor, the measurement time is longer, state quantity measurement, and the bearing capacity of stake is affected
It is maximum.4th, artificial operation necessarily has the fatigue phase, particularly in filler, the operating process of compacting, easily causes industrial accident
Or the generation of quality accident.
Therefore a kind of carrier pile construction equipment of automatization is researched and developed, it is real at aspects such as filler, compacting, measurement penetrations
Existing mechanization, automatization are reduces costs, improve the needs of work efficiency, and accurately measure, tightly control, improve pile quality
Needs.
The content of the invention
The present invention is proposed to solve the problems, such as above-mentioned, it is therefore intended that provide a kind of construction equipment of carrier pile,
While improving construction quality, ensureing man-machine safety, construction cost is reduced.
For achieving the above object, the construction equipment of a kind of carrier pile of the invention, which includes pile frame and tamping system, institute
The support that pile frame includes that horizontal chassis and relatively above-mentioned chassis erect is stated, the tamping system includes casing, hammer ram and is located at
Main winch on chassis, the main winch pass through wire rope suspensioning and drive hammer ram to move up and down in the inside of casing, realize
The soil body or filler of bottom are rammed；It is characterized in that：The construction equipment also includes automated packing device, rams automatically
Filler gradation, quantitative is automatically filled in by control device, penetration self-operated measuring unit, the automated packing device
In casing；Automatically the control device of ramming controls highly automated proposing of the main hoisting machine according to artificial default or Automatic Program calculating
Hammer ram is risen, is coordinated with automated packing device and each filler is rammed；The penetration self-operated measuring unit is to ramming
Hammering the pile penetration numerical value after whereabouts is rammed each time into shape carries out automatic measurement and records.
In above-mentioned construction equipment, also including chassis supports device or/and mobile rotary apparatuss, chassis supports device includes setting
In the hydraulic pressure or mechanical lag of chassis surrounding, mobile rotation includes the one kind or several in hydraulic walking, crawler type, catheter type
Kind.
In above-mentioned construction equipment, the top of casing can add vibration head or diesel hammer or hydraulic hammer depending on construction requirement, lead to
Cross the drilling construction or quickening speed of fulfiling hole for adding that said apparatus realize stake.
In above-mentioned construction equipment, another secondary hoist engine on chassis, is additionally provided with, the secondary hoist engine passes through steel wire rope and pulley
Group and drive casing rise or sink, so as to realize the drilling construction and cylinder-wall protecting of stake.
In above-mentioned construction equipment, also including controller, above-mentioned automated packing device, control device is rammed automatically, three is hit and is passed through
In-degree self-operated measuring unit connects the controller by wired or wireless mode respectively, sets the number of automated packing by controller
Amount and number of times, main winch lift the height of hammer ram, the standard figures of penetration, so as to realize that construction parameter is set
Fixed, monitoring, record, and according to the construction of design parameter auto-control.
In above-mentioned construction equipment, automated packing device includes hopper, feed appliance, feed controller, is integral type or split
Formula, feed controller control inlet amount by relay and gate, and the hopper needs to be located at construction equipment depending on construction
In forward and backward, left and right multiple positions, after filling filler in hopper can many carrier piles of all promising policy construction needs.
In above-mentioned construction equipment, control device is rammed automatically on main winch, this rams control device automatically can
Automatic lifting hammer ram, lifted loosen to after setting height automatically steel wire rope make hammer ram fall, ram in the completed after it is automatically right
Steel wire rope is braked.
Above-mentioned control device of ramming automatically includes controlling respectively the brake lever and trip(ping) lever of main winch pneumatically or hydraulically
Electromagnetic valve, pneumatically or hydraulically push rod, which easier can be reequiped to existing hoist engine
The above-mentioned pneumatically or hydraulically push rod rammed in control device automatically by the brake lever of fastening screw and main winch and from
Close bar to be connected, can be by the brake lever and trip(ping) lever manually directly operated in main winch, so as to realize automatically, partly after unclamping screw
Simple switching between either automatically or manually operating.
In above-mentioned construction equipment, penetration self-operated measuring unit can measure and record every blow pile penetration,
Can measure and record the accumulated number of penetration, additionally it is possible to which whether the pile penetration after judgement once is no more than previous
Pile penetration.
In above-mentioned construction equipment, penetration self-operated measuring unit is located on main hoisting machine, including located at main winch
Little gear that the reel side gear wheel coaxial with reel is engaged with gear wheel, the magneto-electric rotary coding in little gear
Device, the current transformer in main winch control chamber, the proximity switch located at main winch base, the above-mentioned electric current of connection are mutual
The computing module or chip of sensor and proximity switch and encoder, the computing module or chip are in controller noted above；Master file
When raising machine elevator, above-mentioned large and small pinion rotation is driven so as to pass through the rotation position of encoder recording reel；By elevator process
In current step and vibrations judge steel wire rope from the lax moment for being changed into and tightening；Before being calculated by above-mentioned computing module or chip
During elevator, steel wire rope is determined when time pile penetration from the lax reel rotation position difference for being changed into tightening the moment twice afterwards, is passed through
The store function of computing module or chip calculates penetration accumulated number.The penetration self-operated measuring unit is to master file
The number of drum turns acquisition precision for raising machine can reach 1/5000 circle, can reach below 1cm, enumerator to steel wire rope stroke recording precision
Sampling period can reach 100KHz, time delay resolution about 1ms.
In above-mentioned construction equipment, the pile penetration result as measured by penetration self-operated measuring unit, to filling out automatically
Expect device and ram automatically control device to be adjusted control, adjustment control is included in after ramming every time and judges penetration
Whether set in advance desired value is reached, and such as reaching desired value no longer will ram；If miss the mark value, according to pile penetration
As a result the amount of filler of automated packing device is increased or is reduced, or is improved or is reduced ramming automatically the height that control device lifts hammer ram
Degree.
Above-mentioned construction equipment can be used in compaction pile of constructing, and when compacting pile construction is carried out, the construction equipment does not include shield
Cylinder.Compaction pile typically tamps compacted rear form compound foundation using materials such as rubble, dregs, dirt in foundation soil body, is entering
General detection blow pile penetration during row compacting pile construction.
For achieving the above object, present invention additionally comprises a kind of penetration self-operated measuring unit, it is characterised in that the dress
Put can in carrier pile driving construction, automatic measurement hammer ram certain height and position free-falling impact in ground the soil body or
Deformation numerical value produced by after filler, the i.e. blow pile penetration of hammer ram, and the device can continuously measure multi-hit pile penetration simultaneously
Measurement data record that can be by measurement data or after being computed simultaneously is exported.
Above-mentioned penetration self-operated measuring unit, i.e., can measure and record every blow pile penetration, it is also possible to which measurement is simultaneously
The accumulated number of record penetration, additionally it is possible to the which whether pile penetration after judgement once is not more than previous pile penetration.
Above-mentioned penetration self-operated measuring unit, on main hoisting machine, including located at main winch reel side with
The little gear that the coaxial gear wheel of reel is engaged with gear wheel, the magneto-electric rotary encoder in little gear, located at master file
The current transformer in machine control chamber, the proximity switch located at main winch base are raised, is connected above-mentioned current transformer and is close to
The computing module or chip of switch and encoder；During main winch elevator, above-mentioned large and small pinion rotation is driven so as to pass through coding
The rotation position of device recording reel；Judge that steel wire rope is changed into what is tightened from lax by the current step during elevator and vibrations
Moment；Before and after being calculated by above-mentioned computing module or chip, steel wire rope is changed into tightening the volume at moment from lax during elevator twice
Cylinder rotation position difference is determined when time pile penetration, by the store function calculating penetration accumulative total of computing module or chip
Value.
The characteristics of of the invention and advantage are：
1. automatization is all improved in terms of filler, compacting, the feature of measurement penetration, so as to applying in carrier pile
In work, that is, realize to the presetting of construction parameter, real-time monitoring, record at any time, and can be according to the parameter being pre-designed
Auto-control is constructed.
2. automatization is improved in terms of the feature of filler and compacting, compare manual hand manipulation its precise degrees, match somebody with somebody
Conjunction degree is obviously improved, the constructional difficulties that can avoid completely causing because filler is excessive or very few and heavy tamping energy is unstable etc.,
Quality problems.
3. automatic detection measurement penetration, it is little to compare manual hand manipulation its high precision, error, and passes through to be surveyed
The pile penetration result of amount, rams to automated packing device and automatically control device and is adjusted control.
4. construction equipment low cost of manufacture, convenient transportation, and can in-situ reformation for existing carrier pile construction equipment
Assembling.
5. compare existing construction equipment, the aspect such as the quality of construction, effect and speed has the lifting of highly significant, and energy
Enough reduce by more than 80% labour expenses, construction cost is greatly reduced.
6. improve the safety of personnel and equipment.
Description of the drawings
Fig. 1 is that structure chart is faced in first preferred embodiment of the construction equipment of the present invention, and Fig. 2 is side block diagram；
Fig. 3 and Fig. 4 are that structure chart is faced in second and the 3rd preferred embodiment of the construction equipment of the present invention；
Fig. 5 is the controller and automated packing device of the construction equipment of the present invention and the control logic for ramming automatically control device
Figure；
Fig. 6 is the part assembling drawing in the penetration self-operated measuring unit of the construction equipment of the present invention；
Fig. 7 is the penetration automatic measurement and automated packing device of the construction equipment of the present invention and rams automatically control device
Control logic figure.
Specific embodiment
Below by way of the drawings and specific embodiments, the invention will be further described.
Fig. 1 is that structure chart is faced in first preferred embodiment of the construction equipment of the present invention, and Fig. 2 is side block diagram,
As depicted in figs. 1 and 2, construction equipment includes pile frame and tamping system, and the pile frame includes horizontal chassis 1 and vertical
Frame 2, the tamping system include casing 3, hammer ram 4 and located at the One On The Chassis main winch 5, the steel stretched out from main winch 5
Cord passes around the suspention hammer ram 4 of assembly pulley 8 on 2 top of support, and drives hammer ram 4 to move up and down in the inside of casing 3, realizes the bottom of to
The soil body or filler in portion is rammed；The surrounding on chassis 1 is additionally provided with hydraulic pressure lower limb 9 for support equipment, is additionally provided with chassis 1
Slewing equipment 10 and running gear 11；The upper end of casing 3 is additionally provided with verticality control device 6, and the verticality control device 6 passes through
Two horizontal arms in left and right are connected with the vertical guide rail on support 2 in draw-in groove mode；Another hoist engine 7 is additionally provided with chassis 1, is rolled up
Raising machine 7 can drive casing 3 to rise or sink by rope and assembly pulley；Control chamber 19 and power distribution cabinet 20 are additionally provided with chassis 1；
The construction equipment also includes the automated packing device located at 1 front end of chassis, and the automated packing device includes hopper 12, feed appliance 13
With feed controller 14, using relay and gate control inlet amount, the filler in hopper 12 is through charging for feed controller 14
Fall within feed appliance 13 and be fed device 13 to be invested in casing 3 after 14 gradation of controller, quantitative control；The construction equipment
Also include ramming automatically control device 15 on main winch 5,5 automatic lifting hammer ram 4 of control main winch is high to setting
Automatically loosening steel wire rope after degree is rammed 4 whereabouts filler of hammer ram, and automatically to steel wire rope system after ramming in the completed
It is dynamic；The construction equipment also includes the penetration self-operated measuring unit 16 on main winch 5, and hammer ram is fallen each time
Pile penetration after ramming carries out automatic measurement and records；The equipment also include controller 17, controller 17 respectively with feed control
Device 14, ram automatically control device 15, penetration self-operated measuring unit 16 and connect.
Fig. 3 is that structure chart is faced in second preferred embodiment of the construction equipment of the present invention, as shown in figure 3, second
Embodiment and one embodiment are that the difference of Fig. 1 is, the top of casing 3 is provided with for carrying out the mesopore vibration head of pore-forming
18。
Fig. 4 is that structure chart is faced in the 3rd preferred embodiment of the construction equipment of the present invention, as shown in figure 4, the 3rd
Embodiment and one embodiment are that the difference of Fig. 1 is, not including casing 3.
Fig. 5 is controller and the automated packing device of the construction equipment of the present invention and rams automatically the control of control device and patrol
Figure is collected, as shown in figure 5, by controller（PCL）Collection is rammed automatically proximity switch summation current transformer in control device, three is hit
The input signal sent by magneto-electric rotary encoder in pile penetration self-operated measuring unit, and by controller（PCL）To automatic
The gate relay of filler device, the electromagnetic valve rammed in control device automatically send output signal.
Fig. 6 be the present invention construction equipment penetration self-operated measuring unit in part assembling drawing, wherein Fig. 6 a
For front view, Fig. 6 b are side view, as shown in fig. 6, gear wheel 21 is located at the reel side of main winch and coaxial with reel, it is little
Gear 22 is engaged with gear wheel 21, and magneto-electric rotary encoder 23 is provided with little gear 22, during 5 hoisting rope of main winch,
Gear wheel 21, little gear 22 is driven to rotate so as to pass through the rotation position of encoder recording reel.
Fig. 7 is the penetration automatic measurement and automated packing device of the construction equipment of the present invention and rams automatically control
The control logic figure of device, as shown in fig. 7, calculating penetration according to sampling rotary encoder reading, and will calculate total
Contrast judgement is carried out with desired value, miss the mark value then calculates the hammer lifting height and amount of filler rammed next time, and to automatic
Filler device and automatic ramming device send control instruction, start elevator, filler afterwards and enter the next action cycle；Hit when three
Pile penetration meets desired value, it is believed that rams, elevator and filler release.
The preferred embodiments of the present invention are the foregoing is only, the present invention is not limited to, for the skill of this area
For art personnel, the present invention can have various modifications and variations.It is all within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., be all contained within protection scope of the present invention.
Claims (16)
1. a kind of construction equipment of carrier pile, which includes pile frame and tamping system, and the pile frame includes horizontal chassis and phase
The support erected to above-mentioned chassis, the tamping system include casing, hammer ram and the main winch on chassis, the master winch
Machine passes through wire rope suspensioning and drives hammer ram to move up and down in the inside of casing, realizes ramming the soil body or filler of bottom
Hit；It is characterized in that：The construction equipment also includes automated packing device, rams automatically control device, penetration and survey automatically
Amount device, the automated packing device are automatically filled in filler gradation, quantitative in casing；It is described to ram automatically control dress
The highly automated lifting hammer ram that the main hoisting machine of control is calculated according to artificial default or Automatic Program is put, is coordinated with automated packing device
Each filler is rammed；The penetration self-operated measuring unit falls each time to hammer ram the pile penetration after ramming
Numerical value carries out automatic measurement and records.
2. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that the construction equipment is also filled including chassis supports
Put or/and mobile rotary apparatuss.
3. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that the top of casing depending on construction requirement can plus
If vibration head or diesel hammer or hydraulic hammer.
4. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that another secondary elevator is additionally provided with chassis
Machine, the secondary hoist engine drive casing to rise or sink by steel wire rope and assembly pulley.
5. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that the construction equipment also includes controller, on
State automated packing device, control device, penetration self-operated measuring unit are rammed automatically respectively by wired or wireless parties
Formula connects the controller, is hit by the quantity and number of times of controller setting automated packing, the height of main winch lifting hammer ram, three and is passed through
The standard figures of in-degree, so as to realize the setting to construction parameter, monitoring, record, and according to design parameter auto-control
Construction.
6. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that the automated packing device include hopper,
Feed appliance, feed controller, are integral type or split type, and the feed controller controls charging by relay and gate
Amount.
7. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that the control device of ramming automatically is located at master
On hoist engine, this ram automatically control device can automatic lifting hammer ram, lifted loosen automatically steel wire rope to after setting height
Make hammer ram fall, ram in the completed after automatically steel wire rope is braked.
8. the construction equipment of the carrier pile as described in claim 1 or 6, it is characterised in that described to ram automatically control device bag
Include the brake lever and the pneumatically or hydraulically electromagnetic valve of trip(ping) lever of control main winch, pneumatically or hydraulically push rod respectively.
9. the construction equipment of the carrier pile as described in one of claim 1 or 7 or 8, it is characterised in that described to ram automatically control
Pneumatically or hydraulically push rod in device is connected with the brake lever and trip(ping) lever of main winch by fastening screw, can after unclamping screw
By the brake lever and trip(ping) lever that manually directly operate in main winch, cutting between automatic, semi-automatic or manual operation is realized
Change.
10. the construction equipment of carrier pile as claimed in claim 1, it is characterised in that the penetration automatic measurement dress
Put, it is also possible to measure and record the accumulated number of penetration, additionally it is possible to sentence
Whether the pile penetration having no progeny once is not more than previous pile penetration.
The construction equipment of 11. carrier piles as described in claim 1 or 5 or 10, it is characterised in that the penetration is automatic
Measurement apparatus are nibbled including the gear wheel coaxial with reel located at main winch reel side and gear wheel on main hoisting machine
The little gear of conjunction, the magneto-electric rotary encoder in little gear, the current transformer in main winch control chamber, set
The computing module or core of proximity switch, the above-mentioned current transformer of connection and proximity switch and encoder in main winch base
Piece, the computing module or chip are in controller noted above；During main winch elevator, drive above-mentioned large and small pinion rotation so as to
By the rotation position of encoder recording reel；Judge steel wire rope by lax change by the current step during elevator and vibrations
For the moment tightened；Before and after being calculated by above-mentioned computing module or chip, steel wire rope is changed into tightening from lax during elevator twice
The reel rotation position difference at moment determines when time pile penetration, calculates three by the store function of computing module or chip and hit injection
Degree accumulated number.
The construction equipment of 12. carrier piles as claimed in claim 1, it is characterised in that filled by penetration automatic measurement
Measured pile penetration result is put, control device is rammed to automated packing device and automatically and is adjusted control.
The construction equipment of 13. carrier piles as claimed in claim 1, it is characterised in that the construction equipment can be used in construction and squeeze
Close stake, when compacting pile construction is carried out, the construction equipment does not include casing device.
14. a kind of penetration self-operated measuring units, it is characterised in that the device can be surveyed in carrier pile driving construction automatically
Deformation numerical value of the amount hammer ram produced by after certain height and position free-falling impacts in the ground soil body or filler, i.e.,
The blow pile penetration of hammer ram, and the device can continuously measure multi-hit pile penetration can be by measurement data or after being computed
Measurement data record is simultaneously exported.
15. penetration self-operated measuring units as claimed in claim 14, it is characterised in that the device can be measured simultaneously
Record is per blow pile penetration, it is also possible to measure and record the accumulated number of penetration, additionally it is possible to the injection after judgement once
Whether degree is not more than previous pile penetration.
The 16. penetration self-operated measuring units as described in claims 14 or 15, it is characterised in that the penetration
Self-operated measuring unit is located on main hoisting machine, including the gear wheel coaxial with reel located at main winch reel side and canine tooth
The little gear of wheel engagement, the magneto-electric rotary encoder in little gear, the Current Mutual Inductance in main winch control chamber
Device, the proximity switch located at main winch base, the computing module for connecting above-mentioned current transformer and proximity switch and encoder
Or chip；During main winch elevator, above-mentioned large and small pinion rotation is driven so as to pass through the rotation position of encoder recording reel；
Judge that steel wire rope is changed into the moment tightened from lax by the current step during elevator and vibrations；By above-mentioned computing module
Or chip calculate before and after twice during elevator steel wire rope is determined from the lax reel rotation position difference for being changed into tightening the moment ought
Secondary pile penetration, calculates penetration accumulated number by the store function of computing module or chip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611049685.4A CN106592590A (en) | 2016-11-25 | 2016-11-25 | Construction equipment for carrier pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611049685.4A CN106592590A (en) | 2016-11-25 | 2016-11-25 | Construction equipment for carrier pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106592590A true CN106592590A (en) | 2017-04-26 |
Family
ID=58593139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611049685.4A Pending CN106592590A (en) | 2016-11-25 | 2016-11-25 | Construction equipment for carrier pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592590A (en) |
Cited By (4)
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|---|---|---|---|---|
| CN107964955A (en) * | 2017-11-28 | 2018-04-27 | 王继忠 | A kind of self-operated measuring unit and method for automatic measurement for ramming pile penetration |
| CN113322928A (en) * | 2021-06-15 | 2021-08-31 | 湖北波森特岩土工程有限公司 | Multi-equipment efficient construction method for automatic non-soil-squeezing type carrier pile with pile body |
| CN113481962A (en) * | 2021-08-13 | 2021-10-08 | 湖北波森特岩土工程有限公司 | Method for automatically constructing deep dynamic compaction composite foundation |
| CN114991144A (en) * | 2022-07-08 | 2022-09-02 | 邵良荣 | Automatic construction equipment for carrier pile |
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| CN114991144A (en) * | 2022-07-08 | 2022-09-02 | 邵良荣 | Automatic construction equipment for carrier pile |
| CN114991144B (en) * | 2022-07-08 | 2023-12-08 | 邵良荣 | Carrier pile automatic construction equipment |
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Application publication date: 20170426 |
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