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technical elements design requirements installation requirements load electronic control system dual-channel control design load classification system three-level load system design specification beam radiation devices coalbed methane surface drainage effect local control device scopethis standard
CB/T 4513-2020 in English

CB/T 4513-2020 in English

VALID

The design specification and fixing of hydraulic rack and pinionjacking system for self-elevating units

  • Issued on:2020-09-14
  • Implemented on:2021-01-01
  • File Format:PDF
  • Delivery:Via email within 1~3 business days
Price(USD): $240.00
$233.00

本标准规定了自升式平台液压齿轮齿条升降系统的设计、安装要求。
本标准适用于圆桩腿自升式平台液压齿轮齿条升降系统的设计、安装及检验。


Introduction

Analysis of the core content of the standard

CB/T 4513-2020 standard specifies the technical requirements for the full life cycle of the hydraulic rack and pinion jacking system of self-elevating platforms, with the key points including:

Technical elements Design requirements Installation requirements
Load type 6 types of working loads (including storm loads) Dry dock/land installation conditions
Safety factor Static load 1.67/combined 1.25 Straightness ≤1mm
Redundant design FMEA analysis mandatory requirements Independent inspection space reserved

Detailed explanation of key technical parameters

5.2.1 Load classification system

The standard establishes a three-level load system: rated load (normal operation), preload (storm simulation), storm load (limit condition). Among them, the preload support load is required to reach 120% of the storm value to ensure the system safety margin.

5.3.2 Brake device design

Adopt a fail-safe design, the static braking capacity formula is: TB=1.2×Tf/i, and the dynamic braking needs to consider the transmission efficiency η. A typical case shows that the braking torque of a 4,000-ton platform needs to be ≥850kN·m.


Key points of installation process

6.3.3 Precision control

After welding, the mounting frame must meet the following requirements: - Tolerance of center distance between lifting units of the same pile leg ±2mm - Wedge gap <0.1mm (feeler gauge detection) - Refer to GB/T 34000-2016 for structural alignment

6.4.7 Electronic control system

Dual-channel control design (centralized + pile side), tilt alarm threshold 0.5°, emergency stop requires independent circuit and forced reset.


Standard Evolution Analysis

Main upgrades compared to the previous version:
1. Added mandatory FMEA analysis clause (5.1.1)
2. Detailed calculation method for storm condition load
3. Clarified gear fatigue verification standard (tooth root safety factor ≥ 1.5)

Implementation suggestions

  1. Design phase requires simultaneous verification with CCS specifications
  2. Perform 3D laser scanning positioning before installation
  3. It is recommended to add an online rack wear monitoring system

Sample only — not a preview of CB/T 4513-2020
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