CN111289374A - Novel quality detection system for cfg piles - Google Patents

Novel quality detection system for cfg piles Download PDF

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Publication number
CN111289374A
CN111289374A CN202010152119.6A CN202010152119A CN111289374A CN 111289374 A CN111289374 A CN 111289374A CN 202010152119 A CN202010152119 A CN 202010152119A CN 111289374 A CN111289374 A CN 111289374A
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China
Prior art keywords
fixed mounting
fixedly arranged
detection system
quality detection
novel
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Pending
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CN202010152119.6A
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Chinese (zh)
Inventor
高均昭
徐永芝
刘宇辉
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Xuchang University
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Xuchang University
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Priority to CN202010152119.6A priority Critical patent/CN111289374A/en
Publication of CN111289374A publication Critical patent/CN111289374A/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • G01N3/10Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
    • G01N3/12Pressure testing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N19/00Investigating materials by mechanical methods
    • G01N19/04Measuring adhesive force between materials, e.g. of sealing tape, of coating
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/0042Pneumatic or hydraulic means
    • G01N2203/0048Hydraulic means
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0676Force, weight, load, energy, speed or acceleration
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0682Spatial dimension, e.g. length, area, angle

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  • Life Sciences & Earth Sciences (AREA)
  • Immunology (AREA)
  • Biochemistry (AREA)
  • Pathology (AREA)
  • Analytical Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a novel cfg pile quality detection system, which belongs to the technical field of building construction, and comprises a base, an oil pressure pump, a support, a control box, a counterweight groove and universal wheels, wherein a support wall is fixedly arranged in the middle of the top of the base, a top seat is fixedly arranged on the top of the support wall, the oil pressure pump is fixedly arranged on the right side of the top seat, a jack is fixedly arranged at the bottom of the oil pressure pump and penetrates through the top seat, a bearing plate is fixedly arranged at the bottom of the jack, and displacement sensors are fixedly arranged at four corners of the top of the bearing plate, so that the structure is reasonable, the static load detection of a cfg pile is realized through the cooperation of the oil pressure pump, the jack, the bearing plate and the displacement sensors, the detection of the integrity of a pile body is realized through the cooperation of an acceleration sensor, a signal acquisition module, a filter, a signal amplification module, a data transmission module and, the safety in the construction process is improved.

Description

Novel quality detection system for cfg piles
Technical Field
The invention relates to the technical field of building construction, in particular to a novel cfg pile quality detection system.
Background
The CFG pile is an abbreviation of English Cement Fly-ash Gravel, and means a Cement Fly ash Gravel pile, which is a variable-strength pile with certain strength and is made by mixing Gravel, stone chips, sand and Fly ash with Cement and adding water and mixing the mixture by various pile forming machines. The CFG pile is a low-strength concrete pile, can fully utilize the combined action of bearing capacity of soil among the piles, can transmit load to a deep foundation and has better technical performance and economic effect.
Bond strength piles are representative of composite foundations, and are used in high-rise and super high-rise buildings. The CFG pile is a cement fly ash gravel pile for short (namely, cement fly ash gravel pile). It is a high-adhesion-strength pile formed by mixing cement, fly ash, broken stone, stone chips or sand with water, and a composite foundation formed by the pile, soil between piles and mattress layers. The CFG pile composite foundation is connected with the foundation through the mattress layer, and whether the pile end falls on a common soil layer or a hard soil layer, the soil between the piles can be guaranteed to participate in the work all the time. Because the strength and modulus of the pile body are larger than those of the soil between the piles, the stress of the pile top is larger than the surface stress of the soil between the piles under the action of load. The piles can transmit the borne load to a deeper soil layer and correspondingly reduce the load borne by soil among the piles. Therefore, the bearing capacity of the composite foundation is improved and the deformation is reduced under the action of the pile, and in addition, the CFG pile is not provided with ribs, and the pile body utilizes industrial waste fly ash as an admixture, so that the construction cost is greatly reduced.
The cfg pile plays a vital role in the building construction process, so the quality detection of the cfg pile is also an indispensable process, and a novel cfg pile quality detection system needs to be developed for detecting the quality of the cfg pile.
Disclosure of Invention
This section is for the purpose of summarizing some aspects of embodiments of the invention and to briefly introduce some preferred embodiments. In this section, as well as in the abstract and the title of the invention of this application, simplifications or omissions may be made to avoid obscuring the purpose of the section, the abstract and the title, and such simplifications or omissions are not intended to limit the scope of the invention.
Therefore, the invention aims to provide a novel quality detection system for cfg piles, which can conveniently and quickly detect the quality of cfg piles in the using process and provide working efficiency and construction safety.
To solve the above technical problem, according to an aspect of the present invention, the present invention provides the following technical solutions:
a novel cfg pile quality detection system comprises a base, an oil pressure pump, a support, a control box, a counterweight groove and universal wheels, wherein a supporting wall is fixedly installed in the middle of the top of the base, a top seat is fixedly installed at the top of the supporting wall, the oil pressure pump is fixedly installed on the right side of the top seat, a jack is fixedly installed at the bottom of the oil pressure pump in a manner of penetrating through the top seat, a bearing plate is fixedly installed at the bottom of the jack, displacement sensors are fixedly installed at four corners of the top of the bearing plate, the support is fixedly installed on the right side of the top of the base, a supporting plate is fixedly installed at the top of the support, a foundation pile dynamic detector is fixedly installed at the top of the supporting plate, a force rod is fixedly installed at the right side of the supporting plate, the control box is fixedly installed at the top of the foundation pile dynamic detector, a filter is fixedly, the control box inner chamber fixed mounting has data transmission module, control box inner chamber fixed mounting has signal acquisition module, signal acquisition module electrical property input connection acceleration sensor and displacement sensor, signal acquisition module electrical output connects the wave filter, wave filter electrical output connects the signal amplification module, signal amplification module electrical connection data transmission module, data transmission module electrical output connects foundation pile detector.
As an preferable scheme of the novel cfg pile quality detection system of the present invention, wherein: the top right side fixed mounting of base has the counter weight groove, the inner chamber fixed mounting in counter weight groove has the balancing weight.
As an preferable scheme of the novel cfg pile quality detection system of the present invention, wherein: the force rod is arranged on the right side of the supporting wall through the clamping block, and the force rod is detachably connected with the clamping block.
As an preferable scheme of the novel cfg pile quality detection system of the present invention, wherein: and the top of the oil hydraulic pump is fixedly provided with a pressure gauge.
As an preferable scheme of the novel cfg pile quality detection system of the present invention, wherein: and a protection pad is arranged at the bottom of the pressure bearing plate.
As an preferable scheme of the novel cfg pile quality detection system of the present invention, wherein: the bottom four corners fixed mounting of base has the universal wheel, fixed mounting has the stopper on the universal wheel.
As an preferable scheme of the novel cfg pile quality detection system of the present invention, wherein: the foundation pile dynamic detector adopts an RS-1616KS type foundation pile dynamic detector.
Compared with the prior art, the invention has the beneficial effects that: through this novel quality detection system of cfg stake set up, structural design is reasonable, through oil hydraulic pump, jack, bearing plate and displacement sensor's cooperation, has realized detecting the static load of cfg stake, through acceleration sensor, signal acquisition module, wave filter, signal amplification module, data transmission module and foundation pile move the cooperation of finding, has realized the detection to pile body integrality, has improved the security in the work progress.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the present invention will be described in detail with reference to the accompanying drawings and detailed embodiments, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without inventive exercise. Wherein:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic top view of the present invention;
FIG. 3 is a schematic top view of the support plate of the present invention;
FIG. 4 is a schematic top view of a pressure plate according to the present invention;
FIG. 5 is a block diagram of the system of the present invention.
In the figure; 100 bases, 110 supporting walls, 120 footstands, 200 oil pressure pumps, 210 jacks, 220 bearing plates, 230 displacement sensors, 240 pressure gauges, 300 supports, 310 supporting plates, 320 foundation pile movers, 330 clamps, 340 force rods, 400 control boxes, 410 acceleration sensors, 420 filters, 430 signal amplification modules, 440 data transmission modules, 450 signal acquisition modules, 500 counterweight grooves, 510 counterweight blocks, 600 universal wheels and 610 limiters.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be practiced in other ways than those specifically described herein, and it will be apparent to those of ordinary skill in the art that the present invention may be practiced without departing from the spirit and scope of the present invention, and therefore the present invention is not limited to the specific embodiments disclosed below.
Next, the present invention will be described in detail with reference to the drawings, wherein for convenience of illustration, the cross-sectional view of the device structure is not enlarged partially according to the general scale, and the drawings are only examples, which should not limit the scope of the present invention. In addition, the three-dimensional dimensions of length, width and depth should be included in the actual fabrication.
In order to make the objects, technical solutions and advantages of the present invention more apparent, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
The invention provides the following technical scheme: a novel quality detection system for cfg piles, which can conveniently and rapidly detect the quality of cfg piles and provide working efficiency and construction safety in the using process, please refer to fig. 1, and comprises a base 100, an oil pressure pump 200, a bracket 300, a control box 400, a counterweight groove 500 and a universal wheel 600;
referring to fig. 1 again, a supporting wall 110 is fixedly installed in the middle of the top of the base 100, and a top seat 120 is fixedly installed on the top of the supporting wall 110, specifically, the supporting wall 110 is welded in the middle of the top of the base 100, the top seat 120 is welded on the top of the supporting wall 110, the base 100 is used for bearing the supporting wall 110 and the counterweight groove 500, the supporting wall 110 is used for bearing the top seat 120, and the top seat 120 is used for bearing the oil pressure pump 200 and the jack 210;
referring to fig. 1 again, an oil pressure pump 200 is fixedly installed on the right side of the top base 120, a jack 210 is fixedly installed at the bottom of the oil pressure pump 200 through the top base 120, a pressure bearing plate 220 is fixedly installed at the bottom of the jack 210, displacement sensors 230 are fixedly installed at four corners of the top of the pressure bearing plate 220, a pressure gauge 240 is fixedly installed at the top of the oil pressure pump 200, specifically, the oil pressure pump 200 is screwed on the right side of the top base 120, the jack 210 is welded at the bottom of the oil pressure pump 200 through the top base 120, the pressure bearing plate 220 is screwed on the bottom of the jack 210, the displacement sensors 230 are screwed on four corners of the top of the pressure bearing plate 220, the pressure gauge 240 is screwed on the top of the oil pressure pump 200, the oil pressure pump 200 is used for providing power, the jack 210 is used for applying pressure downwards, the pressure bearing plate 220 is used for bearing the displacement sensors 230 and applying pressure to cfg, the pressure gauge 240 is used to detect pressure;
referring to fig. 1 again, a support 300 is fixedly installed on the right side of the top of the base 100, a support plate 310 is fixedly installed on the top of the support 300, a foundation pile mover 320 is fixedly installed on the top of the support plate 310, a force rod 400 is fixedly installed on the right side of the support plate 310, specifically, the support 300 is welded on the right side of the top of the base 100, the support plate 310 is welded on the top of the support 300, the foundation pile mover 320 is screwed on the top of the support plate 310, the force rod 400 is clamped on the right side of the support plate 310 through a clamp 330, the support 300 is used for bearing the support plate 310, the support plate 310 is used for bearing the foundation pile mover 320 and the force rod 400, the foundation pile mover 320 adopts an RS-1616KS type foundation pile mover produced by the martian sea company, and the force rod 400 is;
referring to fig. 1 again, a control box 400 is fixedly installed at the top of the foundation pile driver 320, a filter 420 is fixedly installed in an inner cavity of the control box 400, a signal amplification module 430 is fixedly installed in the inner cavity of the control box 400, a data transmission module 440 is fixedly installed in the inner cavity of the control box 400, a signal acquisition module 450 is fixedly installed in the inner cavity of the control box 400, the signal acquisition module 450 is electrically connected with an acceleration sensor 410 and a displacement sensor 230 in an input mode, the signal acquisition module 450 is electrically connected with the filter 420 in an output mode, the filter 420 is electrically connected with the signal amplification module 430 in an output mode, the signal amplification module 430 is electrically connected with the data transmission module 440, the data transmission module 440 is electrically connected with the foundation pile driver 320 in an output mode, specifically, the control box 400 is screwed to the top of the foundation pile driver 320, the filter 420 is screwed to the inner, a DATA transmission module 440 is bonded in the inner cavity of the control box 400, a signal acquisition module 450 is bonded in the inner cavity of the control box 400, the signal acquisition module 450 is electrically connected with an acceleration sensor 410 and a displacement sensor 230 in an input mode, the signal acquisition module 450 is electrically connected with a filter 420 in an output mode, the filter 420 is electrically connected with a signal amplification module 430 in an output mode, the signal amplification module 430 is electrically connected with the DATA transmission module 440, the DATA transmission module 440 is electrically connected with a foundation pile driver 320 in an output mode, the control box 400 is used for bearing electronic components, the acceleration sensor 410 is mounted on the top surface of a cfg pile to be detected, the acceleration sensor 410 is LC0154A and is used for reflecting waves generated by a pile body, the signal acquisition module 450 is DFM206 and is used for acquiring reflecting signals, the filter 420 is used for filtering chaotic signals, the signal amplification module 430 is used for amplifying circuit, for transmitting data to the foundation pile movers 320;
referring to fig. 1 again, a counterweight groove 500 is fixedly installed on the right side of the top of the base 100, a counterweight block 510 is fixedly installed in an inner cavity of the counterweight groove 500, specifically, the counterweight groove 500 is screwed on the right side of the top of the base 100, the counterweight block 510 is clamped in the inner cavity of the counterweight groove 500, the counterweight groove 500 is used for bearing the counterweight block 510, and the counterweight block 510 is used for increasing the balance;
referring to fig. 1 again, the universal wheels 600 are fixedly installed at four corners of the bottom of the base 100, the stoppers 610 are fixedly installed on the universal wheels 600, specifically, the universal wheels 600 are welded at four corners of the bottom of the base 100, the stoppers 610 are screwed on the universal wheels 600, the universal wheels 600 are used for facilitating the movement of the equipment, and the stoppers 610 are used for fixing the universal wheels 600.
The working principle is as follows: in the use process of the novel cfg pile quality detection system, the static load detection of the cfg pile is realized through the cooperation of the oil pressure pump 200, the jack 210, the bearing plate 220 and the displacement sensor 230, the detection of the integrity of the pile body is realized through the cooperation of the acceleration sensor 410, the signal acquisition module 450, the filter 420, the signal amplification module 430, the data transmission module 440 and the foundation pile detector 320, and the safety in the construction process is improved.
While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, the various features of the disclosed embodiments of the invention may be used in any combination, provided that no structural conflict exists, and the combinations are not exhaustively described in this specification merely for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.

Claims (7)

1. The utility model provides a novel quality detection system of cfg stake which characterized in that: including base (100), oil hydraulic pump (200), support (300), control box (400), counter weight groove (500) and universal wheel (600), fixed mounting has support wall (110) in the middle of the top of base (100), the top fixed mounting who supports wall (110) has footstock (120), footstock (120) top right side fixed mounting has oil hydraulic pump (200), footstock (120) fixed mounting is run through to the bottom of oil hydraulic pump (200) has jack (210), the bottom fixed mounting of jack (210) has bearing plate (220), the top four corners fixed mounting of bearing plate (220) has displacement sensor (230), the top right side fixed mounting of base (100) has support (300), the top fixed mounting of support (300) has backup pad (310), the top fixed mounting of backup pad (310) has foundation pile detector (320), a force bar (400) is fixedly arranged on the right side of the supporting plate (310), a control box (400) is fixedly arranged on the top of the foundation pile actuator (320), a filter (420) is fixedly arranged in the inner cavity of the control box (400), a signal amplification module (430) is fixedly arranged in the inner cavity of the control box (400), a data transmission module (440) is fixedly arranged in the inner cavity of the control box (400), a signal acquisition module (450) is fixedly arranged in the inner cavity of the control box (400), the signal acquisition module (450) is electrically connected with the acceleration sensor (410) and the displacement sensor (230) in an input mode, the signal acquisition module (450) is electrically connected with the filter (420) in output, the filter (420) is electrically connected with the signal amplification module (430) in output, the signal amplification module (430) is electrically connected with the data transmission module (440), the data transmission module (440) is electrically connected with the foundation pile driving device (320).
2. The novel cfg pile quality detection system of claim 1, wherein: the top right side fixed mounting of base (100) has counterweight groove (500), the inner chamber fixed mounting of counterweight groove (500) has balancing weight (510).
3. The novel cfg pile quality detection system of claim 1, wherein: the force rod (400) is arranged on the right side of the supporting wall (110) through the clamping block, and the force rod (400) is detachably connected with the clamping block.
4. The novel cfg pile quality detection system of claim 1, wherein: and a pressure gauge (240) is fixedly arranged at the top of the oil hydraulic pump (200).
5. The novel cfg pile quality detection system of claim 1, wherein: and a protection pad is arranged at the bottom of the pressure bearing plate (220).
6. The novel cfg pile quality detection system of claim 1, wherein: the bottom four corners fixed mounting of base (100) has universal wheel (600), fixed mounting has stopper (610) on universal wheel (600).
7. The novel cfg pile quality detection system of claim 1, wherein: the foundation pile dynamic detector (320) adopts an RS-1616KS type foundation pile dynamic measuring instrument.
CN202010152119.6A 2020-03-06 2020-03-06 Novel quality detection system for cfg piles Pending CN111289374A (en)

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101639433A (en) * 2009-08-25 2010-02-03 中国水利水电科学研究院 Land surface evapotranspiration measurement system
CN103255785A (en) * 2012-02-15 2013-08-21 陈彦平 Technology for performing foundation pile quality detection and geology survey by adopting single tube longitudinal wave method
CN104846852A (en) * 2015-03-20 2015-08-19 北京佳科宏达科技有限公司 Measuring instrument for foundation pile low strain detection and on-site monitoring system
CN105019481A (en) * 2015-06-30 2015-11-04 安徽省(水利部淮河水利委员会)水利科学研究院(安徽省水利工程质量检测中心站) Method for testing bearing capacity of foundation pile with dynamic stage loading method
CN205421365U (en) * 2016-03-21 2016-08-03 浙江大学城市学院 Composite foundation loading test device
CN106703031A (en) * 2017-03-06 2017-05-24 陆灼强 Pile press for architectural engineering
CN207017320U (en) * 2017-07-26 2018-02-16 广州华测衡建工程检测有限公司 A kind of foundation pile low-strain dynamic measure system
CN108560619A (en) * 2018-06-12 2018-09-21 佛山市禅城区建设工程质量安全检测站 The analysis method and system of dynamic test for pile foundation bearing capacity
CN109811808A (en) * 2019-02-19 2019-05-28 武汉岩海工程技术有限公司 A kind of measuring instrument and field surveillance system for Low Strain Dynamic Testing of Piles
CN209162913U (en) * 2018-10-15 2019-07-26 广州市市政工程试验检测有限公司 A kind of existing building quality inspection of the piles device
CN209335515U (en) * 2018-12-06 2019-09-03 天津兴利宝科技发展有限公司 A kind of heavy door installation vehicle

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101639433A (en) * 2009-08-25 2010-02-03 中国水利水电科学研究院 Land surface evapotranspiration measurement system
CN103255785A (en) * 2012-02-15 2013-08-21 陈彦平 Technology for performing foundation pile quality detection and geology survey by adopting single tube longitudinal wave method
CN104846852A (en) * 2015-03-20 2015-08-19 北京佳科宏达科技有限公司 Measuring instrument for foundation pile low strain detection and on-site monitoring system
CN105019481A (en) * 2015-06-30 2015-11-04 安徽省(水利部淮河水利委员会)水利科学研究院(安徽省水利工程质量检测中心站) Method for testing bearing capacity of foundation pile with dynamic stage loading method
CN205421365U (en) * 2016-03-21 2016-08-03 浙江大学城市学院 Composite foundation loading test device
CN106703031A (en) * 2017-03-06 2017-05-24 陆灼强 Pile press for architectural engineering
CN207017320U (en) * 2017-07-26 2018-02-16 广州华测衡建工程检测有限公司 A kind of foundation pile low-strain dynamic measure system
CN108560619A (en) * 2018-06-12 2018-09-21 佛山市禅城区建设工程质量安全检测站 The analysis method and system of dynamic test for pile foundation bearing capacity
CN209162913U (en) * 2018-10-15 2019-07-26 广州市市政工程试验检测有限公司 A kind of existing building quality inspection of the piles device
CN209335515U (en) * 2018-12-06 2019-09-03 天津兴利宝科技发展有限公司 A kind of heavy door installation vehicle
CN109811808A (en) * 2019-02-19 2019-05-28 武汉岩海工程技术有限公司 A kind of measuring instrument and field surveillance system for Low Strain Dynamic Testing of Piles

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