CN106049567B - Parallel seismic wave method determines the detection means and its detection method of foundation pile length - Google Patents
Parallel seismic wave method determines the detection means and its detection method of foundation pile length Download PDFInfo
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- CN106049567B CN106049567B CN201610645232.1A CN201610645232A CN106049567B CN 106049567 B CN106049567 B CN 106049567B CN 201610645232 A CN201610645232 A CN 201610645232A CN 106049567 B CN106049567 B CN 106049567B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Geophysics And Detection Of Objects (AREA)
- Earth Drilling (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Parallel seismic wave method determines the detection means of foundation pile length, including rig and trigger under exciting hammer, main frame, rig, righting, trigger is placed on the cushion cap of the foundation pile, main frame is connected with data circuit group with trigger, it is characterized in that, the rig includes drill body, the bottom of the drill body is provided with drill bit, top is provided with motor, the screw rod of motor driven rotation is installed in the drill body, it is provided between the screw rod and drill bit and pulverizes pillar, beneficial effects of the present invention:The present invention is structure as a whole by the way that detection means is laid, and speed is fast when detection, and can detect at any time need not be pre-perforated, is reduced the engineering time, is adapted to promote the use of.
Description
Technical field
The present invention relates to one kind based on parallel seismic wave method detection foundation pile device for detecting length, belong to building detection technique neck
Domain.
Background technology
With the fast development of economic construction, high buildings and large mansions are continued to bring out, and pile foundation engineering is developed on an unprecedented scale, pile foundation
It is the base form being most widely used at present.Because pile foundation engineering construction has height disguised, it is found that quality problems are relative
More difficult, industry is due to much caused by the quality problems of pile foundation engineering with the quality accident in civil buildings.
Test Technology of Pile Foundation has obtained significant progress in recent years, and coherent detection standard, specification are promulgated and implemented in succession, right
Ensure that construction quality serves good effect.But conventional Test Technology of Pile Foundation at present, such as static load test, core drilling method, height
Strain Method, low strain dynamic method and sound wave transmission method etc., be both needed to directly contact foundation pile stake top, thus its use occasion receive it is certain
Limitation, before normally only not yet being constructed suitable for top-out structure.
The foundation pile length under existing buildings or structures or integrality are suspected however, being frequently encountered in engineering construction
And contradiction and disputes are produced, and or because existing building is of the remote past, when lacking that stake is long to wait capsule information in subsequent adaptation engineering, with
And need to build to existing because of situations such as causing pile foundation there occurs other reasonses such as surface subsidence, earthquakes later stage destruction
Pile foundation under building is detected, but because now top-out structure has been present, and can not directly contact stake top, thus conventional
Pile foundation inspection method is helpless.
Because the system research of Test Technology of Pile Foundation under current domestic existing buildings or structures still belongs to blank, therefore study one
Kind strong adaptability, the pile detection new technology being restricted under the few existing buildings or structures of condition, to objectively and accurately evaluating work
Cheng Zhiliang, solve the contradiction and disputes in engineering construction and improve existing buildings or structures performance rating or dilapidated house secure authentication refers to
Mark system etc., there is larger realistic meaning, will also promote the further development of architecture foundation pile detection technique.
As an Application No. CN101570974A discloses one kind side hole transmitted wave method detection existing building foundation pile matter
The method of amount, it is that utilizing works seismic detector is along PVC by burying the pvc pipe parallel to foundation pile by existing building foundation pile
Pipe depth direction is tested through foundation pile transmitted through the seismic wave come, the first arrival time and amplitude of seismic wave according to received by wave detector
To judge the method for foundation pile length and integrality.The principle of the method for testing is:Seismic wave is much big in the spread speed of foundation pile
In in soil around pile, and attenuation coefficient is less than soil around pile, and when wave detector is away from foundation pile bottom, the seismic wave received is in soil
The distance increase of propagation, prolongs after necessarily increasing first arrival time and accelerates the decay of amplitude, similarly in the position of pile defect
The unexpected increase of first arrival time and the unexpected decay of amplitude occurs, therefore can be by seismic wave wave train first arrival time and amplitude
Comprehensive analysis, judge foundation pile length and integrality.
And for example an Application No. CN103255785A disclose it is a kind of using single tube normal beam technique carry out quality inspection of the piles and
The technology of geology detecting, it is characterised in that the compressional wave for producing and being propagated downwards along pile body is tapped on foundation pile top surface, by sounding
The reaching time-difference of compressional wave is detected in pipe, the longitudinal wave velocity of Accurate Determining foundation pile and stake are long, judge pile body concrete quality;In neighbour
Compressional wave is surveyed in the pipeline or geotechnical boring of stake along the reaching time-difference for being tapped pile body downwards and being propagated from Pile side soil, determines base
Pile length, pile quality and reaming degree;And the velocity of wave of geology soil layer can be measured, judge the situation of stake week geology soil layer, analyze
Foundation pile enters rock situation.The present invention can outside match somebody with somebody on the basis of the detection devices such as existing low strain dynamic, ultrasonic wave or be embedded in signal transacting
Device, realizes the technology of a kind of new pile quality Non-Destructive Testing and geology detecting, and economic, ready-made nondestructive quality detection of pile foundation is auxiliary
Verification method is helped, the accuracy and service level of pile foundation quality judgement can be significantly improved.
The problem of above-mentioned two documents are the immediate prior arts of pre- the application, but it has is as follows:Preliminary examination
Survey cumbersome, it is necessary to punch, note clear water, process is comparatively laborious.
The content of the invention
The problem of existing instant invention overcomes prior art, it is proposed that a kind of that foundation pile length is determined based on parallel seismic wave method
Detection means and its detection method, the present invention are structure as a whole by the way that detection means is laid, and speed is fast when detection, can be with
When detection need not be pre-perforated, reduce the engineering time.
The concrete technical scheme of the present invention is as follows:
Determined based on parallel seismic wave method under the detection means of foundation pile length, including exciting hammer, main frame, rig, righting
Rig and trigger, trigger are placed on the cushion cap of the foundation pile, and main frame is connected with data circuit group with trigger, and it is special
Sign is,
The rig includes drill body, and the bottom of the drill body is provided with drill bit, top is provided with motor, the drill body
The screw rod of motor driven rotation is inside installed, is provided between the screw rod and drill bit and pulverizes pillar, it is described to pulverize pillar
Top be provided with the upper planet wheel that is meshed with the gear one of screw rod, the bottom for pulverizing pillar is provided with the gear with drill bit
Two are meshed lower planetary gear;Protection pipe is provided with the drill body, wave detector, the wave detector and master are placed with the protection pipe
Machine is connected with data circuit group two;By guiding conduit on horizontal cross bar, the cross bar is fixed to be set up the exciting hammer
Above foundation pile, described guide into is provided with tripping gear between conduit and cross bar, for adjust exciting hammer fall away from.
Preferably, the drill bit be routed over it is multiple lead native hole one and be passed through in drill body, the top for pulverizing pillar is also
Filtering is installed and leads native dividing plate.
Preferably, the top of the drill body is also equipped with the unearthed pipe communicated with screw rod, the opening of the unearthed pipe to
Under.
Preferably, rig includes car body under the righting, and one end of the car body is provided with mobile fixed cover, car body
The other end is provided with rotary box, is provided with draw ring on mobile fixed cover, the rotary box end of the car body is provided with strander, described
Steel wire rope is connected between draw ring and strander, the interlude of the steel wire rope is propped up by the support bar on car body.
Based on said apparatus, present invention also offers a kind of detection method that foundation pile length is determined based on parallel seismic wave method,
It is characterised in that it includes following steps:
1) test point is chosen, rig is placed under righting above rig, is consolidated by mobile fixed cover and rotary box
Live calmly, wherein:Mobile fixed cover fixes the top for entangling rig, and rotary box entangles the lower end of rig;
2) drive steel wire rope pull-up rig is vertically attentioned by strander, unclamp mobile fixed cover, and start electricity
Machine drives and bores set depth under drill bit;Wherein:In going down process, soil is by leading native hole one into drill body and leading soil by filtering
Dividing plate, which enters in screw rod to be discharged to, to be unearthed outside pipe;
3) trigger is placed on the cushion cap of foundation pile, and by the data circuit group of trigger and the data circuit group of wave detector
Two connection main frames, set up cross bar above foundation pile, exciting hammer are arranged on below cross bar, Job readiness is completed before detection;
4) wave detector is first placed in the mouth of pipe or ttom of pipe of protection pipe when detecting, machine is generated on engineering pile by exciting mode
While tool ripple, vibration signal is detected in protection pipe, the quality of signal Analysis collection, the resampling if quality is bad is no
Then preserve the waveform of the measuring point, and decline the height of wave detector or lifting 0.5-1m in an exciting-after the detection cycle, after
Continuous hammering sampling, until wave detector drop to ttom of pipe or on mention the mouth of pipe untill;5) output image of main frame 400, by as follows
Judge criterion:1st, when m- depth map in first arrival time slope change;2nd, the significantly decay amplitude of energy;I.e. to seismic wave
The first arrival time of the wave train and the comprehensive analysis of amplitude, judge pile body length and integrality.
Beneficial effects of the present invention:The present invention is structure as a whole by the way that detection means is laid, and speed is fast when detection,
Can detect at any time need not be pre-perforated, reduces the engineering time, is adapted to promote the use of.
Brief description of the drawings
Fig. 1 is the structural representation for the detection means that the present invention determines foundation pile length based on parallel seismic wave method;
Fig. 2 is the structural representation of rig;
Fig. 3 is the structural representation of rig under righting;
Structural representation when Fig. 4 is rig operation under righting.
Embodiment
Embodiment 1:
As illustrated, the detection means of foundation pile length is determined based on parallel seismic wave method, including exciting hammer 300, exciting hammer 300
For generating mechanical wave on engineering pile by exciting mode;The exciting hammer 300 is arranged on horizontal horizontal stroke by guiding conduit 301 into
On bar 302, the fixed mount of cross bar 302 located at the top of foundation pile 100, it is described guide between conduit 301 and cross bar 302 be provided with it is de-
Hook device 303, for ensureing that exciting hammer 300 falls away from every time identical.
Rig 600 and trigger 800, trigger 800 are placed on the base under main frame 400, rig 500, righting
On the cushion cap of stake 100.
Main frame 400 is connected with data circuit group with trigger 800.Wherein, rig 500 is by rig under righting 600
Auxiliary accomplishes vertical lower brill.
Rig 500 includes drill body 501, and the bottom of the drill body 501 is provided with drill bit 1, top is provided with motor 12,
The screw rod 5 that motor 12 drives rotation is installed in the drill body 501, is provided between the screw rod 5 and drill bit 1 and pulverizes post
Son 7, the top for pulverizing pillar 7 is provided with the upper planet wheel 8 being meshed with the gear 1 of screw rod 5, described to pulverize pillar 7
Bottom be provided with the lower planetary gear that is meshed with the gear 2 502 of drill bit 1;The drill body 501 is provided with interior protection pipe, the protection
Wave detector 4 is placed with pipe, the wave detector 4 is connected with data circuit group two with main frame 400.Motor 12 drives the spiral of rotation
The rotation of bar 5 is rotated again to drive drill bit 1 to rotate by lower planetary gear so as to pulverize pillar 7 by the drive of upper planet wheel 8.
In addition, drill bit 1 be routed over it is multiple lead native hole 1 and be passed through in drill body 501, the top for pulverizing pillar 7 is also
Filtering is installed and leads native dividing plate 9.The top of the drill body 501 is also equipped with the unearthed pipe 11 communicated with screw rod 5, described to be unearthed
Open Side Down for pipe 11.In lower brill, the soil body enters spiral shell by leading native hole 1 into drill body 501 and leading native dividing plate 9 by filtering
Be discharged in swing arm 5 outside unearthed pipe 11, such rig 500 can quickly under get into up to designated depth.
Rig 600 includes car body 25 under righting, and one end of the car body 25 is provided with mobile fixed cover 22, car body 25
The other end is provided with rotary box 28, is provided with draw ring 20 on mobile fixed cover 22, the end of rotary box 28 of the car body 25 is provided with
Strander 16, is connected with steel wire rope 19 between the draw ring 20 and strander 16, the interlude of the steel wire rope 19 passes through installation
Support bar on car body 25 is propped up.
Based on said apparatus, present invention also offers a kind of detection method that foundation pile length is determined based on parallel seismic wave method,
It is characterised in that it includes following steps:
1) test point is chosen, rig 500 is placed under righting above rig 600, passes through the mobile He of fixed cover 22
Rotary box 28 is fixed, wherein:Mobile fixed cover 22 fixes the top for entangling rig 500, and rotary box 28 entangles drilling and set
Standby 500 lower end;
2) drive the pull-up of steel wire rope 19 rig 500 is vertically attentioned by strander 16, unclamp mobile fixed cover 22,
And start motor 12 and drive 1 time brill set depth of drill bit;Wherein:In going down process, soil enters drill body by leading native hole 1
501 and native dividing plate 9 is led by filtering entered in screw rod 5 and be discharged to outside unearthed pipe 11;
3) trigger 800 is placed on the cushion cap of foundation pile 100, and by the data circuit group of trigger 800 and wave detector 4
Data circuit group two connects main frame 400, and cross bar 302 is set up above foundation pile, exciting hammer 300 is arranged on below cross bar, detection
Preceding Job readiness is completed;
4) wave detector is first placed in the mouth of pipe or ttom of pipe of protection pipe when detecting, generated by exciting hammer 300 on engineering pile
While mechanical wave, vibration signal is detected in protection pipe, the quality of signal Analysis collection, the resampling if quality is bad,
Otherwise preserve the waveform of the measuring point, and decline the height of wave detector 4 or lifting 0.5- in an exciting-after the detection cycle
1m, continue hammering sampling, until wave detector drop to ttom of pipe or on mention the mouth of pipe untill;
5) output image of main frame 400, by judging criterion to following:1st, when m- depth map in first arrival time slope
Change;2nd, the significantly decay amplitude of energy;The comprehensive analysis of first arrival time and amplitude i.e. to the seismic wave wave train, judge that pile body is grown
Degree and integrality.
Embodiment 2:
The present embodiment and the difference of embodiment 1 are that the wave detector 4 and main frame 400 are described by wireless connection
Increase wireless transmitter module 41 on wave detector 4, also increasing in the trigger 800 has wireless transmitter module two, in main frame 400
Corresponding wireless receiving module is installed in portion,
Based on said apparatus, present invention also offers a kind of detection method that foundation pile length is determined based on parallel seismic wave method,
It is characterised in that it includes following steps:
1) test point is chosen, rig 500 is placed under righting above rig 600, passes through the mobile He of fixed cover 22
Rotary box 28 is fixed, wherein:Mobile fixed cover 22 fixes the top for entangling rig 500, and rotary box 28 entangles drilling and set
Standby 500 lower end;
2) drive the pull-up of steel wire rope 19 rig 500 is vertically attentioned by strander 16, unclamp mobile fixed cover 22,
And start motor 12 and drive 1 time brill set depth of drill bit;Wherein:In going down process, soil enters drill body by leading native hole 1
501 and native dividing plate 9 is led by filtering entered in screw rod 5 and be discharged to outside unearthed pipe 11;
3) trigger 800 is placed on the cushion cap of foundation pile 100, and by the data circuit group of trigger 800 and wave detector 4
Data circuit group two connects main frame 400, and cross bar is set up above foundation pile, exciting hammer 300 is arranged on below cross bar, work before detection
Prepare completion;
4) wave detector is first placed in the mouth of pipe or ttom of pipe of protection pipe when detecting, generated by exciting hammer 300 on engineering pile
While mechanical wave, vibration signal is detected in protection pipe, the quality of signal Analysis collection, the resampling if quality is bad,
Otherwise preserve the waveform of the measuring point, and decline the height of wave detector 4 or lifting 0.5- in an exciting-after the detection cycle
1m, continue hammering sampling, until wave detector drop to ttom of pipe or on mention the mouth of pipe untill;
5) output image of main frame 400, by judging criterion to following:1st, when m- depth map in first arrival time slope
Change;2nd, the significantly decay amplitude of energy;The comprehensive analysis of first arrival time and amplitude i.e. to the seismic wave wave train, judge that pile body is grown
Degree and integrality.
Embodiment 3:
As illustrated, the detection means of foundation pile length is determined based on parallel seismic wave method, including exciting hammer 300, exciting hammer 300
For generating mechanical wave on engineering pile by exciting mode;The exciting hammer 300 is arranged on horizontal horizontal stroke by guiding conduit 301 into
On bar 302, the fixed mount of cross bar 302 located at the top of foundation pile 100, it is described guide between conduit 301 and cross bar 302 be provided with it is de-
Hook device 303, for ensureing that exciting hammer 300 falls away from every time identical.
Rig 600 and trigger 800, trigger 800 are placed on the base under main frame 400, rig 500, righting
On the cushion cap of stake 100.
Main frame 400 is connected with data circuit group with trigger 800.Wherein, rig 500 is by rig under righting 600
Auxiliary accomplishes vertical lower brill.
Rig 500 includes drill body 501, and the bottom of the drill body 501 is provided with drill bit 1, top is provided with motor 12,
The screw rod 5 that motor 12 drives rotation is installed in the drill body 501, is provided between the screw rod 5 and drill bit 1 and pulverizes post
Son 7, the top for pulverizing pillar 7 is provided with the upper planet wheel 8 being meshed with the gear 1 of screw rod 5, described to pulverize pillar 7
Bottom be provided with the lower planetary gear that is meshed with the gear 2 502 of drill bit 1;Protection pipe, the protection are provided with the drill body 501
Wave detector 4 is placed with pipe, the wave detector 4 has data circuit group two to be wrapped on lifting device 401, data line group two
Terminal and main frame 400.A control module is provided with the lifting device 401, the control module is connected by wireless device
Main frame.Motor 12 drives the rotation of screw rod 5 of rotation to be rotated again and under so as to pulverize pillar 7 by the drive of upper planet wheel 8
Planetary gear drives drill bit 1 to rotate.
In addition, drill bit 1 be routed over it is multiple lead native hole 1 and be passed through in drill body 501, the top for pulverizing pillar 7 is also
Filtering is installed and leads native dividing plate 9.The top of the drill body 501 is also equipped with the unearthed pipe 11 communicated with screw rod 5, described to be unearthed
Open Side Down for pipe 11.In lower brill, the soil body enters spiral shell by leading native hole 1 into drill body 501 and leading native dividing plate 9 by filtering
Be discharged in swing arm 5 outside unearthed pipe 11, such rig 500 can quickly under get into up to designated depth.
Rig 600 includes car body 25 under righting, and one end of the car body 25 is provided with mobile fixed cover 22, car body 25
The other end is provided with rotary box 28, is provided with draw ring 20 on mobile fixed cover 22, the end of rotary box 28 of the car body 25 is provided with
Strander 16, is connected with steel wire rope 19 between the draw ring 20 and strander 16, the interlude of the steel wire rope 19 passes through installation
Support bar on car body 25 is propped up.
Based on said apparatus, present invention also offers a kind of detection method that foundation pile length is determined based on parallel seismic wave method,
It is characterised in that it includes following steps:
1) test point is chosen, rig 500 is placed under righting above rig 600, passes through the mobile He of fixed cover 22
Rotary box 28 is fixed, wherein:Mobile fixed cover 22 fixes the top for entangling rig 500, and rotary box 28 entangles drilling and set
Standby 500 lower end;
2) drive the pull-up of steel wire rope 19 rig 500 is vertically attentioned by strander 16, unclamp mobile fixed cover 22,
And start motor 12 and drive 1 time brill set depth of drill bit;Wherein:In going down process, soil enters drill body by leading native hole 1
501 and native dividing plate 9 is led by filtering entered in screw rod 5 and be discharged to outside unearthed pipe 11;
3) trigger 800 is placed on the cushion cap of foundation pile 100, and by the data circuit group of trigger 800 and wave detector 4
Data circuit group two connects main frame 400, and cross bar 302 is set up above foundation pile, exciting hammer 300 is arranged on below cross bar, detection
Preceding Job readiness is completed;
4) wave detector is first placed in the mouth of pipe or ttom of pipe of protection pipe when detecting, generated by exciting hammer 300 on engineering pile
While mechanical wave, vibration signal is detected in protection pipe, the quality of signal Analysis collection, the resampling if quality is bad,
Otherwise the waveform of the measuring point is preserved, and in an exciting-after the detection cycle, control module receive information, control lifting device
401 start and decline the height of wave detector 4 or lifting 0.5-1m, continue hammering sampling, until wave detector drop to ttom of pipe or on
Untill mentioning the mouth of pipe;
5) output image of main frame 400, by judging criterion to following:1st, when m- depth map in first arrival time slope
Change;2nd, the significantly decay amplitude of energy;The comprehensive analysis of first arrival time and amplitude i.e. to the seismic wave wave train, judge that pile body is grown
Degree and integrality.
In addition to the implementation, the present invention can also have other embodiment.It is all to use equivalent substitution or equivalent transformation shape
Into technical scheme, all fall within the protection domains of application claims.
Claims (4)
1. the detection means of foundation pile length is determined based on parallel seismic wave method, including exciting hammer(300), main frame(400), rig
(500), rig under righting(600)And trigger(800), trigger(800)It is placed on the foundation pile(100)Cushion cap on,
Main frame(400)With trigger(800)It is connected with data circuit group, it is characterised in that
The rig(500)Including drill body(501), the drill body(501)Bottom be provided with drill bit(1), top installation
There is motor(12), the drill body(501)Motor is inside installed(12)Drive the screw rod of rotation(5), the screw rod(5)With brill
Head(1)Between be provided with and pulverize pillar(7), it is described to pulverize pillar(7)Top be provided with and screw rod(5)Gear one (6) phase
The upper planet wheel of engagement(8), it is described to pulverize pillar(7)Bottom be provided with and drill bit(1)Gear two(502)What is be meshed is descending
Star-wheel;The drill body(501)It is interior to be provided with protection pipe, it is placed with wave detector in the protection pipe(4), the wave detector(4)With master
Machine(400)It is connected with data circuit group two;
The exciting hammer(300)By guiding conduit into(301)Installed in horizontal cross bar(302)On, the cross bar(302)Fixed mount
Located at foundation pile(100)Top, it is described to guide conduit into(301)And cross bar(302)Between tripping gear is installed(303), for adjusting
Whole exciting hammer(300)Fall away from;
Rig under the righting(600)Including car body(25), the car body(25)One end mobile fixed cover is installed
(22), car body(25)The other end rotary box is installed(28), mobile fixed cover(22)On draw ring is installed(20), the car
Body(25)Rotary box(28)End is provided with strander(16), the draw ring(20)With strander(16)Between be connected with steel wire rope
(19), the steel wire rope(19)Interlude pass through installed in car body(25)On support bar prop up.
2. the detection means of foundation pile length is determined based on parallel seismic wave method as claimed in claim 1, it is characterised in that the drill bit
(1)It has been routed over and multiple has led native hole one(2)It is passed through drill body(501)It is interior, it is described to pulverize pillar(7)Top be also equipped with filtering
Lead native dividing plate(9).
3. the detection means of foundation pile length is determined based on parallel seismic wave method as claimed in claim 1, it is characterised in that the drill body
(501)Top be also equipped with and screw rod(5)The unearthed pipe communicated(11), the unearthed pipe(11)Open Side Down.
4. the detection method of the detection means of foundation pile length is determined based on parallel seismic wave method as claimed in claim 1, its feature
It is, comprises the following steps:
1)Test point is chosen, by rig(500)It is placed on rig under righting(600)Above, mobile fixed cover is passed through(22)
And rotary box(28)Fix, wherein:Mobile fixed cover(22)Rig is entangled in fixation(500)Top, rotary box(28)
Entangle rig(500)Lower end;
2)Pass through strander(16)Drive steel wire rope(19)Pull-up makes rig(500)Vertically attention, unclamp mobile fixed cover
(22), and start motor(12)Drive drill bit(1)Lower brill set depth;Wherein:In going down process, soil is by leading native hole one
(2)Into drill body(501)And native dividing plate is led by filtering(9)Into screw rod(5)Inside it is discharged to unearthed pipe(11)Outside;
3) in foundation pile(100)Cushion cap on place trigger(800), and by trigger(800)Data circuit group and wave detector
(4)Data circuit group two connect main frame(400), cross bar is set up above foundation pile(302), exciting is hammered into shape(300)Installed in horizontal stroke
Below bar, Job readiness is completed before detection;
4) wave detector is first placed in the mouth of pipe or ttom of pipe of protection pipe when detecting, hammered into shape by exciting(300)Machine is generated on engineering pile
While tool ripple, vibration signal is detected in protection pipe, the quality of signal Analysis collection, the resampling if quality is bad is no
Then preserve the waveform of the measuring point, and in an exciting-after the detection cycle by wave detector(4)Height decline or lifting 0.5-
1m, continue hammering sampling, until wave detector drop to ttom of pipe or on mention the mouth of pipe untill;
5) main frame(400)Output image, by judging criterion to following:1st, when m- depth map in first arrival time slope change
Change;2nd, the significantly decay amplitude of energy;The comprehensive analysis of first arrival time and amplitude i.e. to the seismic wave wave train, judges pile body length
And integrality.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
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CN201711264553.8A CN107869155A (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection means and its detection method of foundation pile length |
CN201711264724.7A CN107869156B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection method of foundation pile length |
CN201711264721.3A CN107975076B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection device and its detection method of foundation pile length |
CN201610645232.1A CN106049567B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection means and its detection method of foundation pile length |
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CN201610645232.1A CN106049567B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection means and its detection method of foundation pile length |
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CN201711264553.8A Division CN107869155A (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection means and its detection method of foundation pile length |
CN201711264721.3A Division CN107975076B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection device and its detection method of foundation pile length |
CN201711264724.7A Division CN107869156B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection method of foundation pile length |
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CN201610645232.1A Active CN106049567B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection means and its detection method of foundation pile length |
CN201711264724.7A Active CN107869156B (en) | 2016-08-09 | 2016-08-09 | Parallel seismic wave method determines the detection method of foundation pile length |
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CN110905012B (en) * | 2018-05-12 | 2021-06-25 | 陕西秦军国防工业工程建设监理所 | Building pile foundation detection method |
CN108956766B (en) * | 2018-06-09 | 2021-07-16 | 广东穗芳智慧建设科技有限公司 | Pile foundation quality detection method |
CN110779475B (en) * | 2019-10-16 | 2021-05-14 | 广西电网有限责任公司电力科学研究院 | Method for measuring size of power transmission tower foundation |
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CN107869156A (en) | 2018-04-03 |
CN107869156B (en) | 2019-11-15 |
CN106049567A (en) | 2016-10-26 |
CN107975076A (en) | 2018-05-01 |
CN107975076B (en) | 2019-10-11 |
CN107869155A (en) | 2018-04-03 |
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