CN107165166A - A kind of intelligent restructuring bankrupt of pile crown and device - Google Patents
A kind of intelligent restructuring bankrupt of pile crown and device Download PDFInfo
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- CN107165166A CN107165166A CN201710561733.6A CN201710561733A CN107165166A CN 107165166 A CN107165166 A CN 107165166A CN 201710561733 A CN201710561733 A CN 201710561733A CN 107165166 A CN107165166 A CN 107165166A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D9/00—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
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- Mining & Mineral Resources (AREA)
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses a kind of intelligent restructuring bankrupt of pile crown and device, wherein method includes:Pile crown top elevation location is gone out by measuring instrument setting-out, and is marked with marking pen;The thickness of pile foundation protection layer and the position of steel reinforcement cage cage bar are detected using cover protectometer;Concrete is cut along the second circular orbit using cutting machine, and avoids hurting steel reinforcement cage cage bar;Control rotational hydraulic, which is drilled in, to be avoided the position of steel reinforcement cage cage bar and is drilled;After drilling via formations, using hydraulic splitting machine presplitting pile crown;The pile crown of presplitting is hung out into foundation ditch.Device includes operating room, Lift-on/Lift-off System, dynamical system, hydraulic system, detecting system, hole-drilling system, presplitting system and intelligent control system.Device simple structure, the processing and fabricating cost of the present invention is low, and fully achieves intellectualized operation, greatly simplifies clump of piles pile crown and abolishes operation procedure and live human resources input in large area, improves construction production efficiency and quality control, safe and reliable.
Description
Technical field
The present invention relates to surpassing to pour pile crown and disposably abolish intellectualized technology field in bridge pile foundation engineering, be specifically it is a kind of will
Abolish restructuring bankrupt and device that the cutting, drilling, presplitting of pile crown combine together.
Background technology
Pile crown construction technology is abolished in bridge pile foundation engineering at home and abroad many advanced application technologies and plant equipment,
Wherein analyzed according to most common construction method and plant equipment:Seen at present is usually manually to be peeled off using pneumatic pick
After pile crown reinforcing bar, then remainder pile crown hung.It is artificial pile crown is peeled off using pneumatic pick to easily cause that task difficulty is big, environment
Difference, the defect such as elapsed time length, greatly increases construction cost, is only applicable to the only pile head of medium and small bridges pile foundation engineering and abolishes apply
Work, it is impossible to meet big, extra-large bridge engineering clump of piles pile crown and abolish.
Analyzed according to the input situation of live human resources:Using traditional bridge pile foundation engineering clump of piles large area pile crown
Abolish in construction, to ensure pile foundation pile crown quality and construction speed, substantial amounts of manual work need to be put into and manually shelled with pneumatic pick
From pile crown reinforcing bar, then put into substantial amounts of plant equipment and carry out hanging the work such as pile crown, manual work productivity ratio is extremely low, increases
Construction cost is added, while quality safety process control can not be protected.
The content of the invention
Technical problem solved by the invention is to provide a kind of intelligent restructuring bankrupt of pile crown and device, device construction letter
Single, processing and fabricating cost is low, and fully achieves intellectualized operation, greatly simplify clump of piles pile crown large area abolish operation procedure and
Live human resources input, improves construction production efficiency and quality control, safe and reliable.
In order to solve the above technical problems, the technical solution adopted by the present invention is:
A kind of intelligent restructuring bankrupt of pile crown, comprises the following steps:
Step 1:Pile crown top elevation location is gone out by measuring instrument setting-out, and is marked with marking pen;Protected using reinforcing bar
Sheath analyzer detects the thickness of pile foundation protection layer and the position of steel reinforcement cage cage bar;
Step 2:Concrete is cut along the second circular orbit using cutting machine, and avoids hurting steel reinforcement cage cage bar;
Step 3:Control rotational hydraulic, which is drilled in, to be avoided the position of steel reinforcement cage cage bar and is drilled;
Step 4:After drilling via formations, using hydraulic splitting machine presplitting pile crown;
Step 5:The pile crown of presplitting is hung out into foundation ditch.
Further, in steps of 5, pile crown is integrally hung by foundation ditch using truck crane.
Further, the restructuring bankrupt uses parameter, the protective layer measure measured by intelligentized control method, i.e. measuring instrument
Instrument detection parameter as computer control system input parameter;Cutting machine, rotational hydraulic rig, hydraulic splitting machine are by calculating
Machine control system intelligentized control method, when parameter is set or changed, computer control system control sports equipment performs corresponding behaviour
Make.
Further, in addition to data communication, that is, the various test equipments that are arranged on pile crown and the sensing for performing equipment
Data are delivered to computer control system by device monitoring to after data, and computer control system is carried out to collected data
Analysis, Document Solution.
Further, the step 2 is specially:Cutting machine is connected with the second circular orbit, system is controlled by computer
After the thickness of system analysis protective layer, computer control system directly controls cutting machine to run, and starts to cut concrete cover, needs
Ensure not hurt cage bar, disposable excision forming during cutting concrete cover.
Further, the step 3 is specially:Using eight hydraulic drill rigs, and eight hydraulic drill rigs are in rice set up of character patt ern,
Distance each other is certain, while being operated in first annular road groove, moves integrally;In drilling, computer control system
The position of steel reinforcement cage cage bar is analyzed, and then adjusts the position of drilling, steel reinforcement cage cage bar position is effectively shielded from.
Further, the step 4 is specially:Using a hydraulic oil pump and eight hydraulic splitting hammers, eight hydraulic pressure are split
It is in rice set up of character patt ern to split hammer, and distance each other is certain, while being operated in the second loop turn groove;In presplitting concrete,
Hydraulic splitting hammer monoblock type is moved left and right, into the forming hole of drilling machine drill, and hydraulic oil is put or receive simultaneously using hydraulic oil pump
Eight hydraulic splitting hammer operations of control, disposably cleave pile crown.
Further, including preprocessing process, i.e., in pile foundation steel bar cage process, cushion cap reinforcing bar and sounding will be stretched into
Pipe is entangled with pvc pipe in advance, top closure, and lower end swathes tightly using adhesive tape, it is ensured that in pile foundation filling process pile crown reinforcing bar and
Concrete is separated.
Further, in addition to collect and repeatedly abolish all kinds of parameters of pile crown, abolished beneficial to a large area clump of piles.
Device, including operating room, Lift-on/Lift-off System, dynamical system, hydraulic system, detection system are abolished in a kind of pile crown intellectuality
System, hole-drilling system, presplitting system and intelligent control system;
Operating room is made up of computer control system, control device and data processing equipment;Control device control management should
Diced system, hole-drilling system and the presplitting system of intelligent device;Computer control system will manage control detecting system and liquid
Pressure system;
Lift-on/Lift-off System is made up of truck crane and wire sling dress, is connected using movable bolt, when abolishing pile crown, using vapour
Car is hung integrally hangs foundation ditch by pile crown;
Dynamical system is made up of generator, total motor and separated motor, is generated electricity using truck crane Diesel engine by driving
Machine converts kinetic energy into electric energy, is that total motor and separated motor provide electric energy, separated motor is controlled by total motor, it is ensured that each dress
Put and normally run;
Hydraulic system dynamical element, executive component, control element, auxiliary element and hydraulic oil by being made up of, hydraulic pressure system
System is divided into total hydraulic oil pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump;Computer program controls total hydraulic oil
Pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump operating, hydraulic connecting expansion link point hydraulic oil pump is according to fixed light
Ring fixes the position of pile crown to adjust detection means, cutter device, drilling equipment and the height of presplitting device, and adjusts, checks
The position of each device, it is ensured that in same level;
Detecting system is made up of sensing device, data communication apparatus, protective layer analyzer and first annular track, sensing
Reception processing device and data conveyer are arranged on operating room, and connect computer;Various sensors are separately mounted to annular hydraulic
Rig, hydraulic hammer, first annular track, on the position of the second circular orbit and hydraulic jack, constantly controlled in work progress
The operation of each device;Data communication collects the data of all kinds of induction installation monitorings, and is delivered in computer, and computer is to institute
The data of collection are analyzed, Document Solution;
Diced system is made up of cutting machine and the second circular orbit, after the thickness of computer analysis protective layer, is directly controlled
Cutting machine is run, and starts to cut concrete cover;
Hole-drilling system is made up of eight hydraulic drill rigs and first annular road groove, and eight hydraulic drill rigs are in rice set up of character patt ern, phase
It is the distance between mutual certain;
Presplitting system is made up of a hydraulic oil pump, eight hydraulic splitting hammers and the second loop turn groove, eight hydraulic splittings
Hammer is in rice set up of character patt ern, and distance each other is certain;
Intelligent control system is made up of operation button platform, intelligentized control method platform and induction installation, and operation button is put down
Various orders are arranged at each button by platform, are run using push-button control device, and intelligentized control method platform shows that each device is transported
Row parameter, and parameter is voluntarily set or changed using keyboard;Induction installation is made up of the inductor and remote control of device, at a distance
Control device is run.
Compared with prior art, the beneficial effects of the invention are as follows:It is big that the present invention is applied to big, extra-large bridge pile foundation engineering
Area clump of piles pile crown abolishes Intelligentized mechanical construction, effectively achieves pile crown and disposably abolishes completion, this quickly abolishes pile crown intelligence
Can makeup put the cutting, drilling, presplitting that abolish pile crown combine together, realize and quick abolish pile crown intellectuality and once abolish into
The effect of type, the simple in equipment, easy construction efficiently solves the construction that original manual peels off pile crown with pneumatic pick
Method, had both reached that pile foundation abolished pile crown design specification quality requirement, plant running is safe and reliable, and work can be effectively improved again
Make efficiency, accelerating construction progress reduces construction cost.
Brief description of the drawings
Fig. 1 is pile foundation pile crown steel bar arrangement plan.
Fig. 2 is the A-A sectional drawings that Fig. 1 pile foundation pile crowns reinforcing bar uses pvc pipe to wrap up.
Fig. 3 is quickly to abolish pile crown intelligent device elevation.
Fig. 4 is quickly to abolish pile crown intelligent device side view.
In figure:1- pile foundation lengthways main steel bars;2- steel reinforcement cage reinforcements;3- pile foundation stirrups;4-DN50PVC is managed;5-DN20PVC
Pipe;6- tops are blocked;7- bottoms adhesive tape is swathed;8-DN50 sound detecting pipes;9- pile bodies;10- suspension hooks;11- wire slings;12- pile foundations
It is super to pour pile crown;13- fixes steel loop;14- hydraulic splittings are hammered into shape;15- the second loop turn grooves;16- protective layer analyzers;17- hydraulic drills
Machine;The first annular road grooves of 18-;The rotary shafts of 19- first;20- hydraulic connecting expansion links;The rotary shafts of 21- second;22- the 3rd is rotated
Axle;23- cutting machines.
Embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description.In order to lift pile foundation pile crown
Abolish efficiency of construction, reduce personnel's input, it is ensured that Construction quality and safety, control what pile crown was abolished using intelligent Numeric Control Technology
Quality.Device mainly includes Lift-on/Lift-off System, operating desk, intelligent control system, dynamical system, hydraulic system, inspection in the present invention
Examining system, diced system, hole-drilling system and presplitting system etc., existing details are as follows:
The device of the present invention is combined using structure and set, by detecting system, diced system, hole-drilling system, presplitting system group
It is combined, is abolished with reference to truck crane progress pile crown, hangs construction.Overall dress is carried out using the driven by engine motor of truck crane
Operating is put, construction parameter is inputted into intelligentized control method program by using computer, makes what intelligent device was set according to program
Process is constructed, and is gone out pile crown top elevation location by measuring instrument setting-out first, is detected using cover protectometer
The thickness of pile foundation protection layer and the position of steel reinforcement cage cage bar, recycle cutting machine to carry out cutting concrete along circular orbit, it is to avoid
Hurt steel reinforcement cage cage bar.Control rotational hydraulic brill to avoid steel reinforcement cage cage bar position by computer to be drilled, after drilling via formations,
Recycle hydraulic splitting machine to carry out pile crown presplitting, the pile crown of presplitting is finally recalled into foundation ditch using truck crane, so as to reach pile crown
Disposable cutting, drilling, presplitting reach the effect for abolishing shaping, and in operating platform installation operation induction installation, realize distant at a distance
Control control.
1) operating room is made up of computer control system, control device and data processing equipment;Control device is mainly controlled
Tubulation manages the diced system, hole-drilling system and presplitting system of the intelligent device;Computer control system will manage control detection system
System and hydraulic system.
2) Lift-on/Lift-off System is made up of truck crane and wire sling dress, is connected using movable bolt, when abolishing pile crown, is utilized
Truck crane quickly will be abolished pile crown intelligent device and be constructed, and after the completion of abolishing, pile crown can integrally be hung foundation ditch by truck crane.
3) dynamical system is made up of generator, total motor and separated motor, is sent out using truck crane Diesel engine by driving
Motor converts kinetic energy into electric energy, not only will can quickly abolish the lifting movement of pile crown intelligent device using truck crane, may be used also
To be that total motor and separated motor provide electric energy, separated motor is controlled by total motor, and ensure that each device is normally run.
4) hydraulic system dynamical element, executive component, control element, auxiliary element and hydraulic oil by being made up of, hydraulic pressure
System is divided into total hydraulic oil pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump composition.Pass through computer program control
Total hydraulic oil pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump are operated, hydraulic connecting expansion link point hydraulic oil
Pump can fix the position of pile crown to adjust detection means, cutter device, drilling equipment and the height of presplitting device according to the fixed ring of light
Degree, and it is adjusted, checks the position of each device, it is ensured that in same level.
5) detecting system is by various sensing devices, data communication apparatus, protective layer analyzer and first annular track groups
Into sensing reception processing device and data conveyer are arranged on operating room, and connect computer.Various sensors are separately mounted to ring
The positions such as shape hydraulic drill rig, hydraulic hammer, first annular track, the second circular orbit and hydraulic jack, when can be in work progress
When control the operation of each device.Data communication is substantially carried out collecting the data of all kinds of induction installation monitorings, and is delivered to calculating
In machine, analyzed by the data collected by computer, Document Solution.Protective layer analyzer detection data pass through first annular
Track carry out annular detection (because analyzer is precision instrument, can be connected during detection protective layer, not the used time can remove, reduce
Damage to instrument), and it is conveyed directly to computer progress data analysis using data communication apparatus.
6) diced system is made up of cutting machine and the second circular orbit, when the adjustment of each device, checks completion, protective layer is surveyed
Determine instrument to have detected after protective layer thickness, cutting machine can be carried out being connected with the second circular orbit, protective layer is analyzed by computer
Thickness after, computer directly controls cutting machine to run, start cut concrete cover, it is ensured that cutting concrete cover when
Cage bar will not be hurt, and disposable excision forming can be reached.
7) hole-drilling system is made up of eight hydraulic drill rigs and first annular road groove, and eight hydraulic drill rigs are in rice set up of character patt ern,
Distance each other is certain, while being operated in first annular road groove, moves integrally, and in drilling, is analyzed by computer
The position of steel reinforcement cage cage bar is adjusted the position of drilling, is effectively shielded from steel reinforcement cage cage bar position and is drilled.
8) presplitting system is made up of a hydraulic oil pump, eight hydraulic splitting hammers and the second loop turn groove, and eight hydraulic pressure are split
It is in rice set up of character patt ern to split hammer, and distance each other is certain, while operated in the second loop turn groove, in presplitting concrete,
Hydraulic splitting hammer monoblock type is moved left and right, into the forming hole of drilling machine drill, and (or receipts) hydraulic pressure is put simultaneously using hydraulic oil pump
Oil is controlled eight hydraulic splitting hammer operations, reaches disposable splitting pile crown.
9) intelligent control system is made up of operation button platform, intelligentized control method platform and induction installation, operation button
Platform is that various orders are arranged at into each button, and can control plant running intelligentized control method platform using button can show each
Plant running parameter, and parameter is voluntarily set or changed using keyboard;Induction installation is made up of the inductor and remote control of device,
Remote-control apparatus operation can be carried out.
The intelligent restructuring bankrupt of pile crown of the present invention comprises the following steps:
One:In pile foundation steel bar cage process, cushion cap reinforcing bar and sound detecting pipe will be stretched into and entangled in advance with pvc pipe, top
Closure, lower end is swathed tightly using adhesive tape, it can be ensured that the separation of pile crown reinforcing bar and concrete in pile foundation filling process.
2nd, after pile foundation concrete reaches design strength, excavation pit is carried out using excavator, excavator is excavated to design
Artificial clear bottom, and the 10cm that manually backbreaks are carried out when top mark is high, facilitates later stage cushion cap bed course pouring construction.
3rd, after excavation of foundation pit shaping, carry out setting-out using measuring instrument and go out Pile Foundations Design elevation location, and use mark
Pen is marked;Pile crown is repeatedly abolished by test section and collects all kinds of parameters, facilitates a large area clump of piles to abolish pile crown construction.
4th, after surveying and locating mark design top mark is high, applied using that manually quick will abolish pile crown intelligent device and be transported to
Work scene, is manually started and is attached each device, after the completion of connection, first tentatively adjusted whether each system and device runs
Normally.Emphasis check device intelligent control system operation program is normal, and will abolish the importing of pile crown parameter soon by computer
Speed is abolished in pile crown intelligent device control system program, it is ensured that import data errorless.
5th, it is artificial by after each system and device connection completion, first successive step, secondary accurate adjustment is carried out, after the completion of accurate adjustment, is started
Truck crane, opens generator and releases the button, and starts total generator and each separated motor, drives plant running using motor, starts
Abolish pile crown construction.
6th, truck crane lifts quick pile crown intelligent device of abolishing to abolishing behind pile crown position, and fixed steel loop is fixed
At the middle part for abolishing pile crown, each apparatus system and track are adjusted in same level using hydraulic connecting expansion link, is pacified first
Fill protective layer analyzer and carry out detection design stake top position thickness of concrete cover and steel reinforcement cage cage bar position (due to analyzer
For precision instrument, can be connected during detection protective layer, not the used time can remove, reduce the damage to instrument), filled using data communication
Put and be conveyed directly to computer progress data analysis.
After the completion of data analysis, cutter device is attached to the second circular orbit by operating personnel, then computer assigns instruction
Start cutter device operation, start to cut concrete cover, it is ensured that cage bar will not be hurt during cutting, reach and disposably cut into
Type.After the completion of concrete cover cutting, computer assigns instruction and starts hydraulic drilling device, and controls eight hydraulic drill rigs to exist
Monoblock type is moved left and right in first annular road groove, is avoided steel reinforcement cage cage bar and is drilled.After drilling via formations, computer is assigned again
Instruction starts hydraulic pressure presplitting device, and eight hydraulic splitting hammer monoblock types in the second loop turn groove are moved left and right, into drilling machine
In the forming hole of brill, (or receipts) hydraulic oil is put simultaneously using hydraulic oil pump and is controlled eight hydraulic splitting hammer operations, one is reached
Secondary property cleaves pile crown.
7th, after the completion of pile crown splitting, the pile crown after the completion of abolishing is hung using truck crane by foundation ditch by fixed steel loop, hung
After foundation ditch, operating personnel close and quickly abolish pile crown intelligent device, and moving automobile hangs the next pile foundation of beginning and carries out pile crown
Abolish, and repeat above-mentioned job step;After the completion of same interval interior pile foundation pile crown is abolished, monoblock type, which is unloaded, quickly abolishes pile crown intelligence
It can disguise and put, be effectively guaranteed pile foundation total quality, work progress is safe and reliable.
Claims (10)
1. the intelligent restructuring bankrupt of a kind of pile crown, it is characterised in that comprise the following steps:
Step 1:Pile crown top elevation location is gone out by measuring instrument setting-out, and is marked with marking pen;Using cover to reinforcement
Analyzer detects the thickness of pile foundation protection layer and the position of steel reinforcement cage cage bar;
Step 2:Concrete is cut along the second circular orbit using cutting machine, and avoids hurting steel reinforcement cage cage bar;
Step 3:Control rotational hydraulic, which is drilled in, to be avoided the position of steel reinforcement cage cage bar and is drilled;
Step 4:After drilling via formations, using hydraulic splitting machine presplitting pile crown;
Step 5:The pile crown of presplitting is hung out into foundation ditch.
2. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that in steps of 5, using truck crane
Pile crown is integrally hung into foundation ditch.
3. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that the restructuring bankrupt is using intelligence
Change control, i.e., parameter measured by measuring instrument, the parameter of protective layer analyzer detection as computer control system input
Parameter;Cutting machine, rotational hydraulic rig, hydraulic splitting machine are by computer control system intelligentized control method, when ginseng is set or changed
During number, computer control system control sports equipment performs corresponding operating.
4. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that also including data communication, i.e. cloth
The induction installation for putting the various test equipments on pile crown and execution equipment is monitored after data, and data are delivered into computer control
System processed, computer control system is analyzed collected data, Document Solution.
5. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that the step 2 is specially:It will cut
Cutting mill is connected with the second circular orbit, and after the thickness that protective layer is analyzed by computer control system, computer control system is straight
Control cutting machine operation is connect, starts to cut concrete cover, need to ensure not hurt cage bar during cutting concrete cover, once
Property excision forming.
6. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that the step 3 is specially:Using
Eight hydraulic drill rigs, and eight hydraulic drill rigs are in rice set up of character patt ern, distance each other is certain, while in first annular road groove
Interior operating, is moved integrally;In drilling, computer control system analyzes the position of steel reinforcement cage cage bar, and then adjusts the position of drilling
Put, be effectively shielded from steel reinforcement cage cage bar position.
7. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that the step 4 is specially:Using
One hydraulic oil pump and eight hydraulic splitting hammers, eight hydraulic splitting hammers are in rice set up of character patt ern, and distance each other is certain, together
When in the second loop turn groove operate;In presplitting concrete, hydraulic splitting hammer monoblock type is moved left and right, into drilling machine drill
In forming hole, put or receive simultaneously hydraulic oil using hydraulic oil pump and control eight hydraulic splitting hammers to run, disposably cleave pile crown.
8. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that including preprocessing process, that is, exist
In pile foundation steel bar cage process, cushion cap reinforcing bar and sound detecting pipe will be stretched into and entangled in advance with pvc pipe, top closure, lower end is used
Adhesive tape is swathed tightly, it is ensured that pile crown reinforcing bar is separated with concrete in pile foundation filling process.
9. the intelligent restructuring bankrupt of a kind of pile crown as claimed in claim 1, it is characterised in that also repeatedly abolish stake including collecting
All kinds of parameters of head, are abolished beneficial to a large area clump of piles.
10. device is abolished in a kind of pile crown intellectuality, it is characterised in that including operating room, Lift-on/Lift-off System, dynamical system, hydraulic pressure system
System, detecting system, hole-drilling system, presplitting system and intelligent control system;
Operating room is made up of computer control system, control device and data processing equipment;Control device control manages the intelligence
Disguise diced system, hole-drilling system and the presplitting system put;Computer control system will manage control detecting system and hydraulic pressure system
System;
Lift-on/Lift-off System is made up of truck crane and wire sling dress, is connected using movable bolt, when abolishing pile crown, using truck crane
Pile crown is integrally hung into foundation ditch;
Dynamical system is made up of generator, total motor and separated motor, using truck crane Diesel engine by driving generator will
Kinetic energy is converted into electric energy, is that total motor and separated motor provide electric energy, controls separated motor by total motor, it is ensured that each device enters
The normal operation of row;
Hydraulic system dynamical element, executive component, control element, auxiliary element and hydraulic oil by being made up of, hydraulic system point
For total hydraulic oil pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump;Computer program controls total hydraulic oil pump, change
Pump, distributing valve and each adjustable point of hydraulic oil pump operating are measured, hydraulic connecting expansion link point hydraulic oil pump is consolidated according to the fixed ring of light
Determine the position of pile crown to adjust detection means, cutter device, drilling equipment and the height of presplitting device, and adjust, check each
The position of device, it is ensured that in same level;
Detecting system is made up of sensing device, data communication apparatus, protective layer analyzer and first annular track, and sensing is received
Processor and data conveyer are arranged on operating room, and connect computer;Various sensors be separately mounted to annular hydraulic rig,
Hydraulic hammer, first annular track, on the position of the second circular orbit and hydraulic jack, constantly each is controlled to fill in work progress
The operation put;Data communication collects the data of all kinds of induction installation monitorings, and is delivered in computer, and computer is to collected
Data are analyzed, Document Solution;
Diced system is made up of cutting machine and the second circular orbit, after the thickness of computer analysis protective layer, directly control cutting
Machine is run, and starts to cut concrete cover;
Hole-drilling system is made up of eight hydraulic drill rigs and first annular road groove, and eight hydraulic drill rigs are in rice set up of character patt ern, mutually it
Between distance it is certain;
Presplitting system is made up of a hydraulic oil pump, eight hydraulic splitting hammers and the second loop turn groove, and eight hydraulic splitting hammers are in
Rice set up of character patt ern, distance each other is certain;
Intelligent control system is made up of operation button platform, intelligentized control method platform and induction installation, and operation button platform will
Various orders are arranged at each button, are run using push-button control device, and intelligentized control method platform shows that each plant running is joined
Number, and parameter is voluntarily set or changed using keyboard;Induction installation is made up of the inductor and remote control of device, far distance controlled
Equipment is run.
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Cited By (5)
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CN109281317A (en) * | 2018-09-13 | 2019-01-29 | 江苏中柢建设集团有限公司 | A kind of broken pile method |
CN113585263A (en) * | 2021-07-28 | 2021-11-02 | 中建五局第三建设有限公司 | Pile head breaking equipment and method |
CN113718773A (en) * | 2021-08-24 | 2021-11-30 | 南京吉欧地下空间科技有限公司 | High-pressure water jet assisted pile pulling equipment and construction method |
CN115467328A (en) * | 2022-10-26 | 2022-12-13 | 中交第三公路工程局有限公司 | Pile head safety breaking device and method based on lossless steel bars |
WO2023245766A1 (en) * | 2022-06-22 | 2023-12-28 | 中交广州航道局有限公司 | Environmentally friendly submarine dcm pile head clearing construction process |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100662661B1 (en) * | 2006-02-01 | 2006-12-28 | 주식회사 에이엠티 | Automated apparatus for pile cut |
KR100815205B1 (en) * | 2007-08-10 | 2008-03-19 | 노연식 | Cutting device for concrete-pile |
CN103374914A (en) * | 2012-04-27 | 2013-10-30 | 江苏平汉重工有限公司 | Full-automatic hydraulic pile breaker |
CN204492725U (en) * | 2015-01-19 | 2015-07-22 | 山东海盛海洋工程集团有限公司 | Marine discarded pile pipe device for excising |
CN106400803A (en) * | 2016-10-31 | 2017-02-15 | 中国葛洲坝集团第六工程有限公司 | Integral cast-in-situ bored pile head breaking process |
-
2017
- 2017-07-11 CN CN201710561733.6A patent/CN107165166B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100662661B1 (en) * | 2006-02-01 | 2006-12-28 | 주식회사 에이엠티 | Automated apparatus for pile cut |
KR100815205B1 (en) * | 2007-08-10 | 2008-03-19 | 노연식 | Cutting device for concrete-pile |
CN103374914A (en) * | 2012-04-27 | 2013-10-30 | 江苏平汉重工有限公司 | Full-automatic hydraulic pile breaker |
CN204492725U (en) * | 2015-01-19 | 2015-07-22 | 山东海盛海洋工程集团有限公司 | Marine discarded pile pipe device for excising |
CN106400803A (en) * | 2016-10-31 | 2017-02-15 | 中国葛洲坝集团第六工程有限公司 | Integral cast-in-situ bored pile head breaking process |
Non-Patent Citations (1)
Title |
---|
王以盛等: "灌注桩破除桩头的方法和质量控制", 《山西建筑》 * |
Cited By (6)
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---|---|---|---|---|
CN109281317A (en) * | 2018-09-13 | 2019-01-29 | 江苏中柢建设集团有限公司 | A kind of broken pile method |
CN113585263A (en) * | 2021-07-28 | 2021-11-02 | 中建五局第三建设有限公司 | Pile head breaking equipment and method |
CN113718773A (en) * | 2021-08-24 | 2021-11-30 | 南京吉欧地下空间科技有限公司 | High-pressure water jet assisted pile pulling equipment and construction method |
WO2023245766A1 (en) * | 2022-06-22 | 2023-12-28 | 中交广州航道局有限公司 | Environmentally friendly submarine dcm pile head clearing construction process |
CN115467328A (en) * | 2022-10-26 | 2022-12-13 | 中交第三公路工程局有限公司 | Pile head safety breaking device and method based on lossless steel bars |
CN115467328B (en) * | 2022-10-26 | 2024-04-05 | 中交第三公路工程局有限公司 | Pile head safety breaking device and method based on nondestructive reinforcement |
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