Details
Titel in Übersetzung | Approvals for grouted joints in offshore substructures |
---|---|
Originalsprache | Deutsch |
Seiten | 402-409 |
Seitenumfang | 8 |
Band | 90 |
Ausgabenummer | 7 |
Fachzeitschrift | BAUTECHNIK |
Publikationsstatus | Veröffentlicht - Juli 2013 |
Abstract
By 2030 nearly 30 % of electricity shall be gained by renewable energy. The offshore wind energy plays a significant role, so that in the next 15 years nearly 30 gigawatt of electricity shall be installed offshore. Currently, several offshore wind projects are erected in the North and Baltic Sea, but most of the projects are consented and wait for the final 'go'. One 'hot' topic is the question of a reliable connection between the driven piles and the offshore substructures. The grouted joint as a tube-to-tube-connection is typically used for this connection. Missing national offshore guidelines for design and construction of grouted joints and grout materials require site specific approvals in the individual case for the type of construction and the type of material. By this, it shall be assured that design and material comply with German guidelines and that national requirements regarding production, installation and durability are fulfilled. Even if the approval process prolongs the duration until consent, finalized approval processes show an increase in quality of the structural design and reliability of grout materials for offshore structures. In this paper, the strategy of an approval in the individual case is described and recommendations are presented.
Schlagwörter
- approval in the individual case, fatigue, grouted joints, high performance concrete, technical guidelines
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
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in: BAUTECHNIK, Jahrgang 90, Nr. 7, 07.2013, S. 402-409.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › Transfer
}
TY - GEN
T1 - Zustimmungen im Einzelfall für Grout-Verbindungen in Tragstrukturen für die Offshore-Windenergie
AU - Lohaus, Ludger
AU - Schaumann, Peter
AU - Lochte-Holtgreven, Stephan
AU - Bechtel, Anne
AU - Griese, Robert
AU - Lindschulte, Nick
PY - 2013/7
Y1 - 2013/7
N2 - By 2030 nearly 30 % of electricity shall be gained by renewable energy. The offshore wind energy plays a significant role, so that in the next 15 years nearly 30 gigawatt of electricity shall be installed offshore. Currently, several offshore wind projects are erected in the North and Baltic Sea, but most of the projects are consented and wait for the final 'go'. One 'hot' topic is the question of a reliable connection between the driven piles and the offshore substructures. The grouted joint as a tube-to-tube-connection is typically used for this connection. Missing national offshore guidelines for design and construction of grouted joints and grout materials require site specific approvals in the individual case for the type of construction and the type of material. By this, it shall be assured that design and material comply with German guidelines and that national requirements regarding production, installation and durability are fulfilled. Even if the approval process prolongs the duration until consent, finalized approval processes show an increase in quality of the structural design and reliability of grout materials for offshore structures. In this paper, the strategy of an approval in the individual case is described and recommendations are presented.
AB - By 2030 nearly 30 % of electricity shall be gained by renewable energy. The offshore wind energy plays a significant role, so that in the next 15 years nearly 30 gigawatt of electricity shall be installed offshore. Currently, several offshore wind projects are erected in the North and Baltic Sea, but most of the projects are consented and wait for the final 'go'. One 'hot' topic is the question of a reliable connection between the driven piles and the offshore substructures. The grouted joint as a tube-to-tube-connection is typically used for this connection. Missing national offshore guidelines for design and construction of grouted joints and grout materials require site specific approvals in the individual case for the type of construction and the type of material. By this, it shall be assured that design and material comply with German guidelines and that national requirements regarding production, installation and durability are fulfilled. Even if the approval process prolongs the duration until consent, finalized approval processes show an increase in quality of the structural design and reliability of grout materials for offshore structures. In this paper, the strategy of an approval in the individual case is described and recommendations are presented.
KW - approval in the individual case
KW - fatigue
KW - grouted joints
KW - high performance concrete
KW - technical guidelines
UR - http://www.scopus.com/inward/record.url?scp=84879739561&partnerID=8YFLogxK
U2 - 10.1002/bate.201300042
DO - 10.1002/bate.201300042
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:84879739561
VL - 90
SP - 402
EP - 409
JO - BAUTECHNIK
JF - BAUTECHNIK
SN - 0932-8351
ER -