阿瓦提Design and calculation of industrial coolers

dustrial coolers,design

：本文围绕工业冷却器的设计与计算展开，阐述了工业冷却器在工业生产中的关键作用，其能有效地降低设备或工艺流程的温度，保障系统稳定运行，详细介绍了设计环节，包括依据不同的工业场景和冷却需求确定冷却器的类型，如风冷式、水冷式等，同时考虑冷却介质的特性、流量等参数，在计算方面，着重讲解了热负荷的计算方法，通过分析被冷却对象的热量产生速率、环境温度等因素，精准计算出所需的换热量，还涉及冷却器传热面积、传热系数等关键参数的计算，以确保冷却器能达到预期的冷却效果。

阿瓦提1、Design basis

Design Standard for Steel Structures GB50017-2017Steel Structure Design Manual, China Construction Industry Press, January 2004

Code for Construction and Acceptance of Steel Structures (GB50205-2020)

阿瓦提British Code for Design of Steel Structures (BS5950)

阿瓦提2、Design load

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阿瓦提Load includes structural self weight, wind turbine constant load, live load, snow load, wind load, etc. The structural calculation adopts the ultimate stress method, therefore, the load value is larger than usual. The surface load is calculated based on the distribution coefficient and applied to the platform according to the line load. The wind load is calculated based on the wind vibration coefficient, body shape coefficient, and basic wind pressure to calculate the wind pressure values on four surfaces, which are then converted into line loads and applied to the columns. Auxiliary components such as stair handrails are applied to the stairs according to uniformly distributed loads.

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阿瓦提1. Constant load

The self weight of the steel structure is automatically calculated by the program, and the node weight is considered based on the self weight of the structure multiplied by 1.3. The weight and fluid load of the radiator are applied by external forces.

阿瓦提Platform constant load: 0.50kN/m2

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2. Live load

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阿瓦提Live load of the platform for loading: 2.5kN/m2

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3. Snow load

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According to relevant design data, the snow pressure can be basically calculated as 0.4N/m2.

4. Wind load

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Calculate according to the maximum value.

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Basic wind pressure: 0.35kN/m2, height variation coefficient of 1.8, wind vibration coefficient: 1.5, ground roughness category: Class A

Class.

Is the standard value of wind load, is the wind vibration coefficient at height Z, is the shape coefficient of wind load, and is the coefficient of wind pressure height variation.

阿瓦提When the standard value of wind load is less than 0.75kpa, calculate based on 0.75 kPa and multiply by 1.4 times the safety factor. Namely

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阿瓦提5. Temperature load

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The temperature difference is relatively small. The structural form is single, and the linear expansion of steel has a relatively small impact on the overall performance of the structure, which can be ignored.

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6 Earthquake loads

According to the seismic analysis design method: small earthquakes do not damage, medium earthquakes are repairable, and large earthquakes do not collapse. Small earthquake analysis can be divided into: bottom shear force method, response spectrum analysis, and elastic time history analysis. Medium earthquake analysis is calculated by multiplying small earthquake analysis by amplification factor.

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Seismic fortification intensity: 8 degrees

阿瓦提Design basic seismic acceleration peak value: 0.3g

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阿瓦提Construction site category: II site

Design grouping: Second group

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阿瓦提Damping ratio: 0.05

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阿瓦提This structure adopts MIADS software for overall modeling and analysis. During modeling, beam elements are mainly used for each structure. In order to facilitate loading, plate elements are established at the structural platform. Consolidation is used as the boundary condition at the bottom of each column, and constraints are applied at the connection between the column and the original structure according to the actual situation. The structure includes upright column, cross brace, slant support and upper and lower platform steel structure.

Load sub factors and load combinations:

阿瓦提Number	阿瓦提load 阿瓦提	Partial    coefficient remarks	Partial    coefficient remarks 阿瓦提
1 阿瓦提	dead load 阿瓦提	阿瓦提1.3 阿瓦提
阿瓦提2	Dead load, when   it has a restraining effect on uplift and   overturning 阿瓦提	1.0 阿瓦提
阿瓦提3	阿瓦提Dead load, when   acting together with wind load and live load	1.2 阿瓦提
阿瓦提4	Live load 阿瓦提	1.6 阿瓦提
5 阿瓦提	阿瓦提Live load, when   combined with wind load 阿瓦提	阿瓦提1.2 阿瓦提
6 阿瓦提	阿瓦提Wind load	阿瓦提1.4 阿瓦提
阿瓦提7 阿瓦提	When combined   with wind load and live load 阿瓦提	阿瓦提1.2

阿瓦提3、 Radiator calculation

阿瓦提1. Material parameters

阿瓦提Aluminum alloy adopts 6005-T1, with tensile strength and yield strength equivalent to 6063-T5, tensile strength ≥ 150Mpa, yield stress ≥ 110 Mpa. According to the performance table of aluminum alloy, it is found that 6063-T5 has a tensile strength of 185Mpa, yield stress of 145 Mpa, and fatigue strength of 90MPa.

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2. Working condition analysis

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The calculation of radiators can be divided into 1. lifting ondition,

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3. operating condition (operating condition is divided into

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4.support and lifting point participate in force simultaneously.

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阿瓦提5.support bears gravity, while lifting point bears horizontal force.

阿瓦提6.support does not bear any force, that is, when the overall structure is subjected to uneven settlement, there is a suspension at the bottom)

阿瓦提To ensure its stability, it is recommended that the foundation treatment should be pre compressed and settlement assessment should be carried out during the overall installation.

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阿瓦提2.1 Hoisting conditions

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阿瓦提At this point, the radiator is only considered for its own weight due to the lack of fluid injection, and is lifted and installed through a side lifting point. Because no other accessories were installed during modeling, in order to estimate the weight more accurately, its self weight coefficient was defined as 1.3.

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阿瓦提The radiator structure consists of 1, frame 2, support beam 3, heat exchange tube 4, tube plate, and other ancillary structures. As the heat exchange tube and support beam are fixed together through a corrugated plate, it can be considered that the heat exchange tube participates in the structural stress, which leads to strain and stress generation.

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阿瓦提The overall structural model is

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Radiator structural model

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The overall deformation of the radiator during the lifting process

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阿瓦提Stress cloud diagram of radiator during lifting process

From its displacement cloud map, it can be seen that its overall deformation is 1.2mm, and the maximum stress is 15MPa

Stress cloud map of heat sink

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Displacement cloud map of heat sink

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From its displacement cloud map, it can be seen that its overall deformation is 1mm and the maximum stress is 2MPa. Through calculation, it can be seen that horizontal lifting has little effect on the heat dissipation fins, and its deformation and stress are far less than the standard requirements.

The vertical lifting situation is as follows:

阿瓦提Vertical lifting stress cloud map

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