GB/T 37351-2019 English PDF

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GB/T 37351-2019: Design guidelines for spud can structure of self-elevating drilling units
Status: Valid

Standard ID	USD	BUY PDF	Lead-Days	Standard Title (Description)	Status
GB/T 37351-2019	199	Add to Cart	3 days	Design guidelines for spud can structure of self-elevating drilling units	Valid

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Basic data

Standard ID: GB/T 37351-2019 (GB/T37351-2019)
Description (Translated English): Design guidelines for spud can structure of self-elevating drilling units
Sector / Industry: National Standard (Recommended)
Classification of Chinese Standard: U17
Classification of International Standard: 47.020.99
Word Count Estimation: 10,166
Date of Issue: 2019-03-25
Date of Implementation: 2019-10-01
Issuing agency(ies): State Administration for Market Regulation, China National Standardization Administration

GB/T 37351-2019: Design guidelines for spud can structure of self-elevating drilling units

---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Design guidelines for spudcan structure of self-elevating drilling units ICS 47.020.99 U17 National Standards of People's Republic of China Self-elevating drilling platform pile shoe structure design guide Published on.2019-03-25 2019-10-01 implementation State market supervision and administration China National Standardization Administration issued

Foreword

This standard was drafted in accordance with the rules given in GB/T 1.1-2009. This standard is proposed and managed by the National Marine Ship Standardization Technical Committee (SAC/TC12). This standard was drafted. Dalian Shipbuilding Industry Group Co., Ltd. The main drafters of this standard. Umbrella Lizhong, Meng Zhaoyu, Yang Shuzhen, Zhang Ping, Ye Liu. Self-elevating drilling platform pile shoe structure design guide

1 Scope

This standard specifies the design basis, type determination, design method and design of the self-elevating drilling platform (hereinafter referred to as "platform") pile shoe structure. Check. This standard applies to the structural design of jack-up rigs. Design of pile shoe structure for other types of jack-up platforms use.

2 Normative references

The following documents are indispensable for the application of this document. For dated references, only the dated version applies to this article. Pieces. For undated references, the latest edition (including all amendments) applies to this document. GB/T 37331 Self-elevating drilling platform structural material design rules GB/T 37335 Self-elevating drilling platform structure full penetration area design guide GB/T 37347 jack-up rig node structure

3 Terms and definitions

The following terms and definitions apply to this document. 3.1 Pile boots spudcan A separate watertight structure connected to the bottom of a single leg of a jack-up rig.

4 Design basis

The drawings and technical documents on which the design is based include. a) technical specifications of the contract; b) classification of classification society; c) the general layout; d) the soil carrying capacity of the seabed in the target operation sea area; e) Pile shoe strength calculation results.

5 pile shoe type determination

5.1 pile shoe type The plane shape of the pile shoe has a circular shape, a polygonal shape, and the like; the geometric shape has a conical shape, a rotating double-sided curved shape, and the like. 5.2 Determination of the slope angle of the top of the pile shoe In order to facilitate the pile pulling, the top of the pile shoe should be designed as a slope with a certain slope angle. The top slope of the pile shoe (ie the main slope and the horizontal plane of the top of the pile shoe) ......

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