smart Construction laboratory Ltd.

智能建造實驗室有限公司

Samrt Monitoring
Programme of

Iron platform settlement monitoring for Public housing developments at Pok Fu Lam South

Year: 2020
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This construction project mainly include site formation works of land platform with a total area of about 7 ha, construction of two footbridges and an access road, road widening/ junction improvement and ancillary works including drainage, sewerage, waterworks and landscaping works.
SCLab propose a monitoring solution for transmission towers that combines two advanced sensors.
1. Settlementmonitoring based on GNSS RTK.
2. Structure strain monitoring using distributed optic fibersensors (DOFS).

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Introduction
Smart Construction Solutions

Customised solutions

The feature and advantages:
OFDR technology utilizes standard single-mode optical fiberas a sensor to demodulate the Rayleigh scattering frequency shift at various locations within the fiber. Any section of the fiber can serve as a sensing unit. Therefore, compared to traditional single-point measurements, it allows for along a certain length.
High-definitiondistributed sensing — thousands of measurements withsub-millimeter gagepitch.
Real-timemultichannel system with each channel supporting up to 100 mof high-def sensing fiber.
Flexible,lightweight and easy-to-install sensors reduce timeto first measurement.
Passive, corrosion resistant, dielectric sensorsgo where other sensors can’t — in bends, corners, embedded insidematerials.
Longsensor life — no drift or recalibration, cycle counts>107.
Installation:
DOFS sensors are primarily installed along the critical structural elements of the transmission tower structure, such as lower most level, the four legs and beams surrounding the tower. Sensors are affixed on the structure by epoxy along the longitudinal direction, ensuring direct strain transfer.

Data Acquisition: The obtained strain data is transmitted in real-time to a server for analysing the pattern changes. The sensors continuously monitor the strain variations inthese structural areas.
Data Processing and Analysis: Raw data from the interrogator is processed to convert Brillouin frequency shifts to strain measurements. Temperature compensation is applied to isolate strain effects from thermal influences. Settlement Analysis: Once any abnormal changes are detected, such as a sudden increase or decrease instrain of a particular component, the prediction of structural settlement or severe deformation can be made.

UI & Alert System: Threshold values for strain or calculated settlement can be set. Automated alerts are triggered when these thresholds are exceeded, allowing for prompt intervention. Visualization tools provide graphical represent ations of strain distribution and settlement patterns.