马来西亚水域轻型结构(LWS)海上安装过程中海底稳定性(OBS)问题的修复

Ngadiman Helmi Bin, Abidin Szaini Zainal, Shahudin Faizal, Alias Nur Dalila
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引用次数: 0

摘要

本技术文件介绍了公司在马来西亚水域54米水深的轻型结构(LWS)海上安装过程中采用的修复海底稳定性(OBS)问题的策略。知识共享的基础是成功地解决了井底结构过度倾斜的问题。LWS的设计采用了最小的泥板。除此之外,海底销桩的设计还可以改善海底结构在安装过程中的底部稳定性问题。然而,在子结构的实际海上安装过程中,子结构在海底安装后的行为与预期设计不符,在子结构降落到销桩上后观察到子结构倾斜。为了减轻风险,我们采取了以下措施来保护下层结构不被倾倒:下层结构的保护风险评估和立即采取行动,通过在下层结构和安装驳船护柱之间连接阻挡线来临时安全固定下层结构。重新进行海底地震仪工程研究和分析重新进行海底稳定性工程研究和吊装分析,考虑通过增加初始桩长(82米)来改变程序/方法,以允许早期自侵。重新检查桩的安装和顺序利用DB港侧的追尾架,在安装驳船上重新组装了桩。追逐架是用DB上可用的剩余材料在现场制造的。一旦修改后的桩制造完成,桩就被安装到基础结构腿中进行自侵。修复工作的结果通过在子结构的一(1)条腿上安装长度为82米的桩成功地固定了子结构后,公司对子结构OBS进行了改进,使其能够按照安装程序继续执行原安装计划的顺序。最终,公司成功避免了灾难性事件的发生。尽管面临诸多挑战,LWS的安装还是成功完成了,没有造成财产损失,最重要的是实现了零损失时间(LTI)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Remediation of On-Bottom Stability (OBS) Issue During Offshore Installation of Light Weight Structure (LWS) at Malaysia Water
This technical paper presents the strategy adopted by COMPANY for Remediation of On-Bottom Stability (OBS) Issue during offshore installation of Light Weight Structure (LWS) at Malaysia Water at water depth of 54m. The knowledge sharing is based on the successful remediation work in managing the OBS issue where the substructure experience excessive tilting. The LWS is designed with minimal mudmat. In addition to that, the subsea pin pile is designed to improve substructure on bottom stability issue during substructure installation. However, during actual offshore installation of substructure, the behavior of the substructure upon setting down on seabed was not as per the intended design where the substructure tilting is observed after substructure landing onto pin pile. As mitigation, the following approaches have been implemented to safeguard the substructure from toppling: Safeguard of SubstructureRisk assessment and immediate action have been taken by temporary safe holding the substructure by connecting holdback lines between substructure and installation barge bollards.Revisit OBS engineering study and analysisRevisit on bottom stability engineering study and lifting analysis considering changes to procedure/method by increasing the initial pile length (82m) to allow for early self-penetration.Revisit pile installation and sequenceThe piles have been re-fabricated onboard installation barge by utilizing the chaser rack at DB portside.The chaser rack was fabricated at site with available surplus material onboard DB. Once the revised pile fabrication completed, the piles were installed into the substructure leg for self-penetration.Result of Remediation WorkAfter successfully securing the substructure by installing the 82m pile length at one (1) leg of substructure, it has resulted that the substructure OBS has been improved to allow the COMPANY to proceed with original installation plan sequence as per installation procedure. Ultimately, COMPANY has managed to avoid catastrophic event. Despite all the challenges, the installation of LWS were completed successfully, no damage to property and most importantly with Zero Lost Time Injury (LTI).
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