Abstract

With the strengthening of offshore oil exploitation, the construction of marine steel structures such as offshore oil platforms has been carried out on a large scale. During the construction process, the dimensional control and error analysis of marine steel structures is an important point. The dimensional error of marine steel structure is an important indicator reflecting the quality of marine steel structure construction. The marine steel structure is completed from structural design to offshore installation. The structural dimensional error must be strictly controlled and analyzed at each stage. It has important guiding significance for the design and construction of marine steel structure, ensuring final installation and safe production. Based on the summary of traditional size control and analysis methods, this paper introduces a new method of size control and analysis. The new method introduced in this paper uses the minimum two-passenger fitting technique, that is, the sum of all the deviation values is the smallest, so that the measured data can best match the design data, and the size error of the marine steel structure is represented by the magnitude and direction of the three-dimensional deviation. The three-dimensional deviation of each node is reflected objectively and actually, intuitive and reasonable, and the calculation program is written by AUTOCAD VBA, and the deviation value is quickly calculated, which has a good effect on on-site construction adjustment and error analysis.

Highlights

  • A New Method for Analyzing the Dimension Error of Marine Steel StructuresMeng Linghe1, *, Zhang Shijian, Xiao Liquan, Wang Xuelian, Yang Zilong, Wang Zhihong

  • With the strengthening of offshore oil exploitation, the construction of marine steel structures such as offshore oil platforms has been carried out on a large scale

  • Based on the summary of traditional size control and analysis methods, this paper introduces a new method of size control and analysis

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Summary

A New Method for Analyzing the Dimension Error of Marine Steel Structures

Meng Linghe1, *, Zhang Shijian, Xiao Liquan, Wang Xuelian, Yang Zilong, Wang Zhihong. Received: October 10, 2018; Accepted: January 23, 2019; Published: February 15, 2019

Introduction
Difference Method
Using the Planar Control Network for Dimensional Control and Error Analysis
Characteristics of the Observation Method of the Planar Control Network
New Methods for Size Control and Error Analysis
Steel Structure Coordinates Fitting Principle
Programming
Practical Applications
A2 A3 A4 B1 B2 B3 B4
Conclusions
Full Text
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