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GB/T 37457-2019 English PDF

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GB/T 37457-2019: Spud can penetration technology of self-elevating drilling unit
Status: Valid
Standard IDUSDBUY PDFLead-DaysStandard Title (Description)Status
GB/T 37457-2019199 Add to Cart 3 days Spud can penetration technology of self-elevating drilling unit Valid

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Basic data

Standard ID: GB/T 37457-2019 (GB/T37457-2019)
Description (Translated English): Spud can penetration technology of self-elevating drilling unit
Sector / Industry: National Standard (Recommended)
Classification of Chinese Standard: U06
Classification of International Standard: 47.020.01
Word Count Estimation: 10,190
Date of Issue: 2019-05-10
Date of Implementation: 2019-12-01
Issuing agency(ies): State Administration for Market Regulation, China National Standardization Administration
Summary: This standard specifies the technological preparation, technological requirements, technological process, inspection and precautions for piling operations on jack-up drilling platforms. This standard is applicable to the pile-insertion operations during the construction of the three-legged and jack-up drilling platforms with pile boots, and the pile-insertion operations of other types of jack-up drilling platforms can be implemented by reference.

GB/T 37457-2019: Spud can penetration technology of self-elevating drilling unit

---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.
Spudcan penetration technology of self-elevating drilling unit ICS 47.020.01 U06 National Standards of People's Republic of China Self-elevating drilling platform instrumentation process Published on.2019-05-10 2019-12-01 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. Shanghai Waigaoqiao Shipbuilding Co., Ltd., China Shipbuilding Industry Comprehensive Technology and Economic Research Institute, China Shipbuilding Industry The 7th Institute of the Communist Youth League. The main drafters of this standard. Feng Changning, Ma Tao, Yu Dongliang, Ma Netkou, Cao Chenchao, Cheng Yang. Self-elevating drilling platform instrumentation process

1 Scope

This standard specifies the process preparation, process requirements, process, inspection and precautions for the jacking operation of jack-up rigs. This standard is applicable to the pile-in operation during the construction of the three-legged, pile-pushing jack-up rig, and other types of jack-up rigs Pile operations can be referred to.

2 Terms and definitions

The following terms and definitions apply to this document. 2.1 Insert spudcanpenetration When the jack-up rig is in place, the pile legs are inserted into the seabed for foundation pre-operation through the lifting system under the action of the platform's own weight and ballast water. The process of pressing and placing the legs in a stable position. Note. The pile-in-place operation generally goes through the stages of descending piles, lifting ships, piles, etc., so that the platform reaches the standing state of the predetermined air gap from the floating state. 2.2 Falling pile legdown In the floating state, the jack-up drilling platform reduces the pile legs and the pile boots to the process of contacting the pile shoes with the surface of the seabed. 2.3 Lift jackup The jack-up rig gradually lifts the platform hull to the water surface after the pile legs and pile shoes are inserted into the seabed by lowering the pile. 2.4 Pile preload After the jack-up drilling platform is lifted to the surface of the water to reach the predetermined air gap, the weight of the ballast water of the platform is gradually increased to a predetermined load, so that the pile legs The process of reaching a stable position. 2.5 Air gap airgap The clearance distance between the lower edge of the platform hull and the maximum design peak in the standing state of the jack-up rig.

3 Process preparation

3.1 Drawings and technical documents Before loading the jack-up rig, the following drawings and technical documents should be prepared. a) the general layout; b) the cabin map; c) draught logo and pile leg logo; d) positioning of the pile legs (pile boots); e) lifting system operation manual; f) locking system operation manual;
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