Guangzhou Peasant Movement Institute Ancient Structures Monitoring
An Ancient Structures Monitoring case for Guangzhou Peasant Movement Institute, focused on structural vibration response, crack and surface degradation risk, long-term deformation, and metro undercrossing influence.
Project Type
Cultural Heritage Monitoring System
System Scale
targeted vibration response monitoring for a timber historic building complex affected by underground metro passage
Data Output
vibration response data, metro-influence event records, crack and surface degradation observation records, displacement trend, and long-term structural stability review
Engineering Value
How the system supported engineering decisions
The case is classified under Cultural Heritage Monitoring System instead of Civil Infrastructure Structural Monitoring.
The monitoring scope follows Ancient Structures Monitoring terminology: crack evolution, structural vibration response, tilt, displacement, long-term deformation, and urban construction influence.
The system configuration combines sensors, DAQ, and software platform outputs for RFQ-ready heritage monitoring proposals.
Monitoring Content
Monitoring scope and field constraints addressed by the deployment
Crack evolution monitoring for protected historic walls and structural components.
Structural vibration response monitoring under metro, traffic, construction, or environmental excitation.
Tilt, displacement, and long-term deformation monitoring with installation methods suitable for protected ancient structures.
System Configuration
Configured system architecture and data path
Field Devices
Data acquisition instrument, three-direction vibration velocity sensors, and ancient-structure monitoring software platform
Communication Layer
Distributed DAQ, wireless or wired sensor links, 4G / TCP transmission, and protected field cabinets where required
Central Platform
DL-SHM / PHM platform mapped from the source G01NET monitoring software, with targeted DAQ, three-direction vibration velocity monitoring, metro undercrossing influence review, trend display, and heritage structural health reports
Case Visual Evidence
Source visuals and deployment references
Timber roof structure monitoring context
Historic timber structural members provide the monitoring context for vibration response and long-term stability review.
Gate structure and wall monitoring context
Gate and wall areas support monitoring of structural vibration response, crack and surface degradation risk, and deformation trend.
Sensor Deployment
Sensor layout and measurement purpose
Crack monitoring points
DL-SEN crack gauges and vibrating-wire or voltage acquisition channels
Measure crack opening, crack evolution, and long-term crack trend on heritage fabric
Structural vibration points
DL-SEN acceleration or velocity sensors
Capture structural vibration response caused by construction, traffic, metro operation, or environmental activity
Tilt and displacement points
DL-SEN tilt sensors, displacement sensors, and optional leveling or GNSS references
Track tilt, settlement-linked displacement, and long-term structural deformation
Heritage monitoring platform
DL-DAQ systems and DL-SHM / PHM software platform
Aggregate sensor data, trend analysis, alarm review, and heritage structural health reports
Data Analysis Results
Monitoring indicators and interpretation
Crack data
crack width and crack evolution trend
The monitoring output supports evaluation of crack development and repair priority.
Vibration data
structural vibration response and event records
Dynamic response evidence helps assess construction or traffic influence on the protected structure.
Displacement trend
tilt, settlement-related displacement, and long-term deformation trend
Long-duration deformation records support Heritage Structural Health Monitoring decisions.
Engineering Credibility
Reliability, topology, and project validation
99.98%
target data availability
IP67/68
field protection classes
4G/Fiber
site transmission options
RFQ
project-based configuration
Measurement planning
Monitoring object, measurement range, sampling rate, and signal type guide project configuration.
Communication options
DL systems support project configurations using wired, wireless, GNSS, and gateway-based communication methods.
Documentation support
Datasheets and technical selection information are available upon request for RFQ preparation.
Product selection should be confirmed against site conditions, measurement points, installation environment, and expected data output.
Structured RFQ Path
Request path for Cultural Heritage Monitoring System Project
Step 1
Define Data Nodes
Sensor, wireless node, GNSS station, seismic unit, or DAQ field layer.
Step 2
Configure Network
Civil infrastructure, industrial equipment, heritage, seismic, or research monitoring chain.
Step 3
Build RFQ Scope
Asset type, measurement points, channels, sampling rate, communication, environment, and duration.
Step 4
Review Proposal
Receive system architecture, product configuration, data output, and engineering review structure.
Project Overview
Engineering context and monitoring scope
Guangzhou Peasant Movement Institute is a protected historic timber building complex. Because metro construction passes underground, there was concern about loosening at the Lingxing Gate and accelerated red-sandstone wall peeling, so a heritage monitoring system was arranged for structural safety assessment.
Client type
Protected heritage site operator and underground-construction monitoring team
System scale
targeted vibration response monitoring for a timber historic building complex affected by underground metro passage
Project type
Cultural Heritage Monitoring System