PILE-MON

Pre-cast concrete pile monitoring from manufacture to after installation

 Coordinatore BULLIVANT TARANTO LTD 

 Organization address address: OLD SCARVA ROAD TANDRAGEE
city: CO ARMAGH

contact info
Titolo: Mr
Nome: Simon
Cognome: BULLIVANT
Email: send email
Telefono: -2838841721
Fax: -2838841771

 Nazionalità Coordinatore United Kingdom [UK]
 Totale costo 1˙404˙485 €
 EC contributo 1˙058˙039 €
 Programma FP7-SME
Specific Programme "Capacities": Research for the benefit of SMEs
 Code Call FP7-SME-2007-1
 Funding Scheme BSG-SME
 Anno di inizio 2008
 Periodo (anno-mese-giorno) 2008-09-01   -   2011-02-28

 Partecipanti

# participant  country  role  EC contrib. [€] 
1    BULLIVANT TARANTO LTD

 Organization address address: OLD SCARVA ROAD TANDRAGEE
city: CO ARMAGH

contact info
Titolo: Mr
Nome: Simon
Cognome: BULLIVANT
Email: send email
Telefono: -2838841721
Fax: -2838841771

UK (CO ARMAGH) coordinator 0.00
2    HASWELL MOULDING TECHNOLOGIES LTD

 Organization address address: Rice Bridge Industrial Estate Unit 3 Thorpe Le Soken
city: ESSEX

contact info
Titolo: Mr
Nome: Geoff
Cognome: HASWELL
Email: send email
Telefono: -7809745938

UK (ESSEX) participant 0.00
3    IMKO INTELLIGENTE MICROMODULE KOHLER GMBH

 Organization address address: IM STOCK
city: ETTLINGEN

contact info
Titolo: Mr
Nome: Kurt
Cognome: KOEHLER
Email: send email
Telefono: -724359161
Fax: -724390807

DE (ETTLINGEN) participant 0.00
4    INGENOR CONSTRUCCIONES SL

 Organization address address: Calle Aragon
city: CALAHORRA

contact info
Titolo: Mr
Nome: David Fernandez
Cognome: YECORA
Email: send email
Telefono: -628067273
Fax: -941145520

ES (CALAHORRA) participant 0.00
5    NYSKOPUNARMIOSTOO ISLANDS

 Organization address address: KELDNAHOLT
city: REYKJAVIK

contact info
Titolo: Mr
Nome: Pall
Cognome: ARNASON
Telefono: -5228646

IS (REYKJAVIK) participant 0.00
6    RESEAUMATIQUE SA

 Organization address address: RUE DU COMMANDANT MALRAIT
city: BERNAY
postcode: 30303

contact info
Titolo: Mr
Nome: Jean Pierre
Cognome: BRUNEVAL
Email: send email
Telefono: -232328016
Fax: -232300167

FR (BERNAY) participant 0.00
7    THE UK INTELLIGENT SYSTEMS RESEARCH INSTITUTE LIMITED

 Organization address address: MIDDLE ASTON HOUSE
city: OXFORDSHIRE

contact info
Titolo: Mr
Nome: John
Cognome: DANVERS
Telefono: -7920563781
Fax: -1664501545

UK (OXFORDSHIRE) participant 0.00

Mappa


 Word cloud

Esplora la "nuvola delle parole (Word Cloud) per avere un'idea di massima del progetto.

innovative    situ    pile    piles    pre    manufacturing    cast    integrity    installation    time    length   

 Obiettivo del progetto (Objective)

Concrete piles are being used extensively in the civil construction industry, but there are a lot of issues to be addressed in the integrity testing of these piles. The most commonly used concrete piles are the pre-cast concrete piles and the cast in-situ concrete piles. Cast in-situ concrete piles are limited in the length or depth at which it could be cast unlike pre-cast piles (it can be extended to greater depths using mechanical joints).

Apart from its advantage in installation depth, pre-cast concrete piles are becoming more preferred because of the decreasing length of the individual pile sections before installation. There are equipments and method available for concrete pile integrity testing that is time and cost effective (e.g. ultrasonic testing), but they have limitations especially when testing pre-cast piles. Therefore, our idea is to produce an innovative quality assurance system to enable a cost effective, efficient and reliable means of monitoring the integrity of pre-cast concrete piles throughout its supply chain from manufacturing up until after its installation.

The proposed project would involve the development of: - A means of recording and accessing pile information (pile number, batch number, pile location, periodic integrity check results etc) using a RFID tag on each pile; - A means of verifying a number of piles used to form a segmented pile has been properly driven (installed) into the ground and can hold a given amount of weight.

This would be done by developing an innovative concrete pile manufacturing process to slightly embed a conductive circuit path through the pile common failure areas to allow current passage through the pile, which would allow for the detection of changes in resistivity due to cracks or strain to the concrete pile using a Time-Domain Reflectometry Technique. This could be a means to verify the possibility of reusing a concrete pile if the case arises.

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