SY/T 7475-2020 in English
VALIDCode for quality acceptance of oil and gas construction engineering-Underground oil storage construction in rock caverns project
- Issued on:2020-10-23
- Implemented on:2021-02-01
- File Format:PDF
- Delivery:Via email within 10 business days
$1,164.00
Introduction
Analysis of the core content of the standard
| Technical module | Key indicators | Acceptance requirements |
|---|---|---|
| Open trench excavation | Centerline deviation ≤±100mm | Inspection every 10m |
| Grouting project | Hole depth deviation -200~+500mm | 20% sampling rate |
| Water curtain drilling | Inclination ≤2° | Inclinometer detection |
Key Technical Requirements
Grouting Process Control
Chapter 5 of the standard stipulates that the grouting pressure needs to be dynamically managed, pre-grouting should be implemented before excavation, backfill grouting should be carried out after the concrete strength reaches 70% of the design value, and the contact grouting interval is ≥14 days.
Water Curtain System Verification
Chapter 6 requires that the water curtain holes must undergo single hole tests, effectiveness tests and comprehensive hydraulic tests, and the boreholes that invade the buffer zone 10m range must be blocked, and the water injection pressure data must be recorded daily.
Implementation suggestions
- Establish a 3D geological model to guide the dynamic adjustment of grouting parameters
- Use laser scanning technology to measure reservoir capacity, with section spacing ≤2m
- Acoustic wave detection of rock mass must be completed before construction of sealing plug
Standard evolution analysis
Compared with GB 50996-2014, this specification adds:
- Acceptance clause for elevation of pump pit retaining wall
- Explicit provisions prohibiting shotcrete spraying after keyway excavation
- Requirement that the error between two data of reservoir capacity measurement be ≤0.5%

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