Abstract

In order to get a more safety and economic foundation, finite element method was performed for a piled mat cap and piled strip cap by the software of STAAD. Through the finite element analysis, plate distribution region of bending moment and shear stress were researched; meanwhile, considering the compatibility of deformation of element plate, how to chose the design value of plate stress was researched. The result showed that: single plate value is not representative, average of value of 9 plates (3x3 array) is close to the fact. Strip cap is better than mat cap both from the moment value and shear value of plate element in this project; strip cap was recommended due to its remarkable economic benefit.

Highlights

  • Substation building is an essential facility in the substation, which ensures the reliability of urban power supply

  • We wanted to optimize the pile cap.So we suggest two schemes to piled raft cap design of substation building

  • The color nephogram of bending moment showed that only a few moment value of plates reached the maximum value

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Summary

Introduction

Substation building is an essential facility in the substation, which ensures the reliability of urban power supply. The substation building is a fifth-layer concrete frame structure, which is 26.8 meters high. 230kV gantry on the top of substation building , which is 21 meters high. Pile foundation was used in substation building. Pile arrangement and pile cap types were the major work for the engineer designer[1]

Seismic loads
Load combinations
Pile parameter
Project Design
Bending moment
Shear stress
Findings
Result
Full Text
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