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Simulation analysis method for temperature stress of mass concrete in raft foundations of nuclear island of nuclear power station

A technology for mass concrete and concrete temperature, which is applied in design optimization/simulation, data processing application, electrical digital data processing, etc. It can solve the deviation of calculation results from the actual situation, the calculation workload is large, and the temperature and stress distribution cannot be fully reflected. situation, etc.

Active Publication Date: 2016-10-12
CHINA NUCLEAR IND 22ND CONSTR +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] 1. The calculation process involves many calculation links such as the adiabatic temperature rise of the nuclear island raft foundation concrete, the equivalent temperature of the concrete shrinkage value, the elastic modulus of the concrete, the temperature rise estimation, the temperature difference calculation, and the temperature stress calculation. heavy workload;
[0009] 2. During the calculation, temperature and stress are usually calculated at several key points on the mass concrete of the nuclear island raft foundation, which cannot fully reflect the distribution of temperature and stress at all parts of the entire nuclear island raft base plate;
[0010] 3. For the nuclear island raft foundation with complex geometry, the position of the key points used to calculate the temperature stress cannot be accurately determined, and it is easy to cause a large deviation between the calculation result and the actual situation when calculating the temperature stress
[0011] 4. It is not conducive for engineering and technical personnel to intuitively judge whether the temperature stress of each part of the nuclear island raft foundation at different times reaches the tensile strength of the concrete, so it cannot effectively judge the location of the cracks in the nuclear island raft foundation

Method used

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  • Simulation analysis method for temperature stress of mass concrete in raft foundations of nuclear island of nuclear power station
  • Simulation analysis method for temperature stress of mass concrete in raft foundations of nuclear island of nuclear power station
  • Simulation analysis method for temperature stress of mass concrete in raft foundations of nuclear island of nuclear power station

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Embodiment 1

[0098] 1. The temperature simulation analysis method for the mass concrete of the nuclear island raft foundation of the "Hualong No. 1" nuclear power plant, the steps are as follows:

[0099] S1: Use the 3D software SolidWorks to establish the geometric model of the mass concrete and bedrock at the bottom of the “Hualong No. 1” nuclear island raft foundation. Before building the geometric model of the nuclear island raft foundation of “Hualong No. Construction plans, changes, FCD (the first concrete date) (the first concrete pouring date of the nuclear island, an important milestone in the construction of nuclear power plants) and other data; sort out the collected data to obtain the geometry related to the raft foundation of the "Hualong No. 1" nuclear island The parameters are as follows: "Hualong No. 1" nuclear island raft foundation is composed of an irregular polygonal plate with a thickness of 2.2m and a cylinder with a radius of 28m intersecting, and the longest side len...

Embodiment 2

[0133] 2. The stress simulation analysis method for the mass concrete of the nuclear island raft foundation of the "Hualong No. 1" nuclear power plant, the steps are as follows:

[0134] F1: Import the finite element grid obtained in the above temperature simulation step 2 into another finite element software to define the analysis type, time step definition, temperature load source definition, boundary condition definition, material definition, and unit group definition. details as follows:

[0135] F11: Analysis type definition

[0136] Import the finite element grid file with the suffix .bdf obtained during the temperature simulation into the finite element software Adina, and set the analysis type to the static analysis (Statics) mode under the structural calculation (ADINA Structure) module.

[0137] F12: Time step definition

[0138] The time step definition of the stress simulation is exactly the same as the time step definition of the above temperature simulation, so...

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Abstract

The invention discloses a simulation analysis method for temperature stress of mass concrete in raft foundations of a nuclear island of a nuclear power station. The method is capable of calculating the optional position of the raft foundations of the nuclear island, temperature stress at any time of simulation time in order to form a temperature cloud picture and a main stress cloud picture so that temperature control over mass concrete in raft foundations of the nuclear island during the whole pouring process is conveniently carried out and temperature control construction measurements after pouring can be made, and occurrences of harmful cracks can be effectively controlled in order to ensure construction quality of the raft foundations of the nuclear island. The method is capable of simulating the construction process of the mass concrete in the raft foundations of the nuclear island and extracting video-based animation of hydration heat for mass concrete in the raft foundations of the nuclear island in an analysis result such that engineering technicians can directly know changing conditions of temperature stress of the raft foundations of the nuclear island at different phases.During calculations, few intermediate parameters are for temperature stress and calculation workload of temperature stress for the raft foundations of the nuclear island is reduced and the calculation process is simplified. The simulation analysis method is used very conveniently.

Description

technical field [0001] The invention relates to the technical field of nuclear power engineering simulation, in particular to a simulation analysis method for temperature and stress of large-volume concrete of a nuclear island raft foundation of a nuclear power plant. Background technique [0002] As the third-generation mega-kilowatt nuclear power brand, "Hualong One" has adopted effective passive safety measures on the basis of active safety, taking into account the maturity of active and the advantages of passive, and is currently the world's largest nuclear power market. One of the most accepted nuclear power models. [0003] Nuclear power is a safe, clean and economical form of energy, and nuclear safety is the focus of the government and the public. Most of the buildings and structures of the "Hualong One" nuclear power project are reinforced concrete structures, and many of them are large-volume concrete structures. Therefore, ensuring the construction quality of ma...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50G06Q50/06
CPCG06Q50/06G06F30/23
Inventor 熊杰段锟樊烛黄燚
Owner CHINA NUCLEAR IND 22ND CONSTR
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