Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer

Product Details
Customization: Available
After-sales Service: Yes
Warranty: 1 Year
Manufacturer/Factory & Trading Company
Diamond Member Since 2007

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Year of Establishment
2009-09-11
Plant Area
377 square meters
  • Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer
  • Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer
  • Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer
  • Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer
  • Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer
  • Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer
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Basic Info.

Model NO.
GD
Max Diameter of Workpiece
500mm
Mass Scope of Workpiece
>20000kg
Type
Dynamic Testing
Maxcapacity
<1000KN
Accuracy Grade
0.5
Load Way
Mechanical Load
Loading Method
Dynamic Load
Display
Digital
Control
Computer Control
Weight
>2000Kg
Power Source
AC220V
Oil Cylinder Position
Under
Product Name
Pile Dynamic Load Testing Instrument
Application
High Strain Pile Testing
Software
Case and Capwap
Cable
20m
Standard
ASTM D4945
Optional
Pile Integrity Testing Instrument
Transport Package
Export Case
Specification
2400*950*1400mm
Trademark
GOLD
Origin
China
Production Capacity
100PC/Month

Product Description

Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer 

Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer

Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer


In the high strain method, a vertical transient impact load is applied to the pile top by the hammering system. The force acting on the pile top is close to the actual stress level of the pile, resulting in significant acceleration and inertia force. The strain of the pile body is equivalent to the strain level of the engineering pile. The impact force causes relative displacement between the pile and soil, so as to give full play to the pile side friction and stimulate the end resistance accordingly, Force and acceleration sensors are symmetrically installed on both sides of the pile at a certain distance from the pile top to measure the force and the response signal of the pile-soil system. The hammer response signal (pile strain stress curve and pile particle motion speed curve) is received through the foundation pile dynamic tester. Its dynamic response signal not only reflects the pile-soil characteristics, but also is closely related to the dynamic load intensity, spectrum composition and duration, Thus, the bearing capacity of single pile and the structural integrity of pile body are calculated and analyzed.
Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer


Technical Features
The first in the industry, with one - body screen. Visible in sunlight with better effect than new phones. Currently the industry's Only one of its kind.
Adopt full superimposed display method. More image observation of signal consistency, stability.
Low strain RS mode, PIT mode same machine operation.
Velocity, displacement, stress, velocity displacement, Case curve, split screen display, can clearly see each channel signal change.
Automatic implementation of click, hit, and monitor modes. Real-time monitoring of strain transducer deformation.
Up to 110 hammers per minute pile monitoring.
Case method analysis and display of F-ZV curve and traveling wave curve can be realized on site.
Adopt 24-bit high-precision low-noise ADC, ADC built-in digital filter, high signal-to-noise ratio, high reliability and low noise.
Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer

Model GD-PDT(B) High Strain
Display method 8.4-inch true-color LCD screen
Resolution: 800×600 (adjustable backlight)
Storage capacity 16G electronic hard disk
Master control system Low power embedded system
Basic frequency1GHz Memory: 512M
Sampling interval High strain: 10-500μs multi-level adjustable
Low strain: 5-1000μs continuous adjustable
Floating point magnification 1~256
Recording length 1k
A/D conversion accuracy 24-bit instantaneous floating point
System noise voltage <20μV
Dynamic range 100dB
Data export method USB
Frequency bandwidth 2~12000Hz
Sensor bandwidth 0.5~9000Hz
Power supply mode Removable lithium battery; desktop charger is supported Service life8h
Operation mode Touch screen
Number of channels High strain: four channels
Low strain: one channel

Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer

The high strain testing example of a foundation pile is shown below.
Information of foundation pile: pile number: 75_ 2, total length of pile: 31.22m, length of pile under test point and length of pile buried underground: 29.62m, Sounding: 0m, pile diameter: 800mm, wave velocity of pile body and test point: 3970m/s, density of pile body and test point: 2548kg/m', design carrying capacity: 500kN, safety factor: 2

Assumption: project name: PY, weight of blow: 3500kg, drop distance: 0.3m, calculation method: RSP, Keyes coefficient JC: 0.3
Information of sensor: high strain accelerometer sensitivity coefficient (A1: 3.06mV/g, A2: 3.03mV/g) and strain sensor sensitivity coefficient (E1: 6.3μV/με, E2: 6.3μV/με,)

Click the "Monitor" button at the operation command area on the right side of data acquisition interface to view the initial state of strain sensor after installation. If the initial strains of strain sensors in the two strain channels are in the range of several ~ several tens of μεs, it is considered that the installation of strain sensors is balanced;
if the initial strains of 10 strain sensors in the two strain channels are above two hundred μεs, it is considered that the installation of strain sensors is unbalanced and the installation of appropriate strain sensors needs to be adjusted until the initial strains of appropriate strain sensors are in an equilibrium state,
Pile Dynamic Load Testing Equipment Deep Foundation Bearing Capacity Testing Pile Load Capacity Testing Instrument Load Testing Piles Driving Analyzer

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