石油矿场机械
石油礦場機械
석유광장궤계
OIL FIELD EQUIPMENT
2014年
12期
77-81
,共5页
杨向前%杨鹏%郑清华%贾俊梁
楊嚮前%楊鵬%鄭清華%賈俊樑
양향전%양붕%정청화%가준량
TLP%井架%动态载荷%分析
TLP%井架%動態載荷%分析
TLP%정가%동태재하%분석
TLP%derrick%dynamic load%analy sis
TLP 海洋钻井平台的升沉运动和摇摆运动会对井架产生动态载荷,影响井架的安全性能。为了保证钻井作业的安全,以流花油田为例,在作业工况(风速为36 m/s)、2种风暴工况(风速分别是51.5 m/s,55.4 m/s)条件下,采用 ANSYS 软件分析了5000 m 套装井架的强度和稳定性能。分析结果表明,当考虑 TLP 平台附加的动载荷时,按照 AISC(335-89)规定的校核公式对井架各单元进行校核,强度和稳定性的综合校核值已接近校核系数的极限值,存在安全隐患。因此,对于TLP 平台上的钻井套装井架,在结构件选型设计时必须对局部结构进行加强,并进行严格的安全评估。
TLP 海洋鑽井平檯的升沉運動和搖襬運動會對井架產生動態載荷,影響井架的安全性能。為瞭保證鑽井作業的安全,以流花油田為例,在作業工況(風速為36 m/s)、2種風暴工況(風速分彆是51.5 m/s,55.4 m/s)條件下,採用 ANSYS 軟件分析瞭5000 m 套裝井架的彊度和穩定性能。分析結果錶明,噹攷慮 TLP 平檯附加的動載荷時,按照 AISC(335-89)規定的校覈公式對井架各單元進行校覈,彊度和穩定性的綜閤校覈值已接近校覈繫數的極限值,存在安全隱患。因此,對于TLP 平檯上的鑽井套裝井架,在結構件選型設計時必鬚對跼部結構進行加彊,併進行嚴格的安全評估。
TLP 해양찬정평태적승침운동화요파운동회대정가산생동태재하,영향정가적안전성능。위료보증찬정작업적안전,이류화유전위례,재작업공황(풍속위36 m/s)、2충풍폭공황(풍속분별시51.5 m/s,55.4 m/s)조건하,채용 ANSYS 연건분석료5000 m 투장정가적강도화은정성능。분석결과표명,당고필 TLP 평태부가적동재하시,안조 AISC(335-89)규정적교핵공식대정가각단원진행교핵,강도화은정성적종합교핵치이접근교핵계수적겁한치,존재안전은환。인차,대우TLP 평태상적찬정투장정가,재결구건선형설계시필수대국부결구진행가강,병진행엄격적안전평고。
The heave and swing of TLP will generate dynamic load on the derrick,thus affecting the safety performance of the derrick.In order to guarantee the safety of drilling operation,taking Liuhua oilfield as an example,an analysis on strength and stability of a 5000m vertical assembly derrick has been done.The analysis has been finished with ANSYS,under operation condition (wind speed 36 m/s)and two extreme conditions (wind speed 51.5 m/s and 55.4 m/s).Analysis results show that when considering additional dynamic load of TLP,there will be safety risks for the unity check values of some elements of the derrick are very closed to 1.0 in accordance with the check formulas in AISC (335-89)regulation.So for TLP drilling derrick,the local strengthen and rigorous safety assessment must be done during structure type selection design.