Plant Needed Fixing on Roof &

Steel Frame Location

CLIENT

Main Contractor

YEAR

2019

A GPR survey undertaken on the roof of the building to identify column head locations within the structure below the roof in order for client to investigate further for installation of plant on the roof

General

The project specification was, by using GPR, to scan the roof to identify the locations of seven selected column heads to enable structural analysis and design to construct on top of the roof. The roof was chosen as the scan area due to restricted access to the private flats/apartments below to check for column locations. The following details one area, Location E, from the seven surveyed.

Detection Methods

Ground Penetrating Radar (GPR) was deployed on site. The following equipment was chosen to perform the survey: GSSI Structure Scan XT 2.6Ghz

Workflow

The workflow of the GPR survey was as follows

  • Realtime GPR scan at locations to identify structural make up below
  • Targeted GPR at key locations to obtain GPR data imagery as evidence.
  • Generate Survey Report

Work Method

Due to there being a parapet wall all around the edge of the roof and top of the column head locations scanning directly for the column head would prove impossible so a series of scans were carried out to locate cross beams running perpendicular from the predicted column head location. Each area was first scanned in a real time (Live) scanning mode whereby the surveyor could simply look at the data being provided at each area to check for structural elements within the roof. Once a target was identified and marked another scan was conducted to enable the scan data to be post processed and the identified position surveyed using a Leica Total Station.

Metadata contained within the Report / CAD drawing is as follows:

  • GPR Scan Data imagery identifying findings.
  • AutoCAD and PDF drawing showing scan locations and findings.

Survey Location E

The extent of the survey is illustrated in the following plan and photograph:

Survey Results

The GPR scans were able to identify the location of perpendicular crossbeams running out from the steel underneath the parapet wall which would indicate the location of the column head.

 

The Following information shows a drawing of the scan location and GPR data surveyed for location E:

Deliverables

The following deliverables were provided as an output of this survey:

  • GPR Survey Report detailing the process/methods used, survey area and limitations of the equipment used.
  • AutoCAD & PDF drawing depicting GPR scan Location and detected findings.

Summary:

To summarise location E, all 3 of the column head locations are believed to have been established as best we can without removing the parapet wall to detect the lateral beam position.

Contact Us:

Please get in touch with Michael Wood, or with Business Development Manager, Rob Hamilton to find out more