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The last edit to this post was made by The one on 2026-7-8 08:06. I. Standard original text: 1) Where and how is the \"legal demarcation line\" for cryogenic vessels specified? GB/T150.1‑2024 \"Pressure Vessels – Part 1: General Requirements\" defines cryogenic vessels as vessels made of non-alloy steel, low-alloy steel, duplex stainless steel, and ferritic stainless steel, with a design temperature below –20°C; As well as austenitic stainless steel containers designed for temperatures below –196°C. The keyword is “less than”, not “less than or equal to”. In other words: design temperature = –20°C: according to the criteria defined for low-temperature vessels, it is not considered a low-temperature vessel. This is repeatedly used as a factor to determine whether an additional load of work is required in many project briefings, drawing reviews, third-party inspections, and quality inspection inquiries, which is why it gives rise to the most disputes.
2) Within the same standard, the material specifications mention another value of “–20°C”. If you refer to GB/T 150.2–2024 \"Pressure Vessels – Part 2: Materials\", you will find statements along these lines (typically found in Table C.2): For the most commonly used non-alloy/low-alloy steel plates such as Q245R/Q345R, the lower limit of the operating temperature is usually set at –20°C (with additional conditions such as impact testing at –20°C per certain standards, or no impact testing required for different thickness ranges). Thus, a very typical \"verbal conclusion\" appears on site/diagrams: \"Anyway, the minimum temperature for Q345R is –20°C; so if my design temperature is set at –20°C, shouldn’t it be treated as a low-temperature vessel?" ”If you only remember the two numbers “-20”, it certainly “sounds right”” ; But as long as the two original passages are put back in their respective places, it becomes clear that they deal with different matters.
II. The problem lies in the fact that \"it’s the same set of numbers, but two layers of meaning are compressed into one dimension.\" 1) The definition of \"low-temperature vessels\" relates to the regulatory and manufacturing inspection requirements. The definition outlined in GB/T150.1 is essentially meant to address a question of regulation and consistency: when should such vessels be subject to the stricter set of rules applicable to low-temperature vessels (such as those related to melting, welding, inspection, marking, rework, and testing frequencies)? It uses a simple but clear criterion: the threshold of below –20°C (for ferritic materials) serves as the dividing line, so that the decision regarding whether to upgrade management can be determined, traced, and reviewed in engineering documents. This is also why the definition uses “below” rather than a vague range—it requires an actionable boundary.
2) The “minimum operating temperature” refers to the usability of the material under specific supply and testing conditions. The value of “minimum operating temperature –20°C” listed in Table 3 of GB/T150.2 is more accurately described as follows: for the given combination of grade, condition, thickness range, and impact testing requirements (or contractual conditions), the standard specifies that the minimum allowable operating temperature is –20°C (in some cases, “contractual conditions” are mentioned, indicating that the testing temperature, as well as the sampling and acceptance criteria, must be specified in a contract). It does not mean that \"the material becomes brittle at -20.1°C and remains safe at -20.0°C forever\" (toughness is a continuous curve, not a step-function) ; It also doesn’t mean that: \"As long as Td ≥ –20°C, you can automatically be exempt from all temperature-related technical requirements.\" ”Material availability and the thresholds for low-temperature container systems are two separate aspects; they are only connected at their boundaries by the same set of numbers “-20”, which is why it’s easiest to see this connection.
III. Break down that most common scenario for arguments: How exactly should the design temperature of –20°C be specified? Below, following the most commonly used framework of \"design review/inspection/project execution\", the conclusions are condensed into several actionable points (still based on the latest standard framework). 1) First, answer the most sensitive question: Is it a \"low-temperature container\"? According to the definition in GB/T150.1‑2024 (below –20°C): Design temperature = –20°C → This does not satisfy the condition of being below that temperature; therefore, it does not fall under the category of low-temperature vessels as defined by this standard. But the fact that it’s “not considered a container by definition” by no means means you can treat it as an ordinary container at room temperature.
2) The two key steps you need to take are not about determining whether something is suitable or not, but rather whether the right choice has been made. Step 1: It is necessary to ensure that the material is suitable for use under the given conditions. If your Td value is –20°C, and the temperature range specified for the material/thickness in GB/T150.2 corresponds exactly to this value, then it means that the material combination can be used at –20°C provided that the impact test conditions/agreement conditions are met (a simple old warranty sheet alone is not sufficient to cover this); The drawings and technical specifications must specify the impact test temperature, sampling location, and acceptance criteria in a verifiable manner.
Step 2: Whether additional measures are required for the structure/operating conditions is not entirely determined by the definition. Even if it is \"not classified as a low-temperature vessel according to the definition\", engineering practices often involve applying certain low-temperature techniques in advance if any of the following conditions exist: the presence of thick-section welded joints (which result in greater constraints, more unfavorable cooling rates, and higher sensitivity of the HAZ); There are areas with significant structural discontinuities/defect effects (large opening reinforcement zones, areas with severe misalignment/critical difficulty in controlling edge angles, small-radius inner corners of fittings, etc.) ; The medium/environment is flammable, toxic, or high-risk; furthermore, the assessment of the consequences in case of rupture does not allow for much ambiguity based on \"normal-temperature logic\" ; The Owner/User Technical Specification (UDS) explicitly requires adherence to a more conservative approach (this is common in projects and legal—the standards represent minimum requirements, not upper limits).
3) The most reliable way to specify details in the drawings (to avoid repeated disputes) is to clearly state all three pieces of information in the design documents, rather than engaging in ongoing debates over whether something counts or not: the basis for selecting the design temperature – how was Td = –20°C determined (medium temperature?) Minimum metal temperature? Is low temperature in the atmospheric environment considered? ——TSG21‑2016 links the concept of \"minimum design metal temperature\" to the low ambient temperatures); as for how the \"low-temperature conditions\" for materials/welding are met: that is, how the impact requirements/procedure specifications corresponding to 150.2 are fulfilled and who is responsible for verifying them ; If “full reinforcement for low-temperature containers” is not applied, provide the reason + risk control measures: for example, “It does not fall under low-temperature containers as defined in 150.1” ; Material availability meets the -20°C requirement per Table 3/related provisions of 150.2 ; Welding is controlled according to ×× grade ; The A/B testing ratio is based on ×× (state the basis).” The advantage of this is that, rather than seeing just one “-20°C” value when reviewing the drawings/performing inspections, there is a traceable decision-making process available.
IV. Back to the title: Why is “below –20°C” used as the standard instead of “≤–20°C”? This is not nitpicking. The reasons can be summarized in three points: 1) Making the boundary determinable as \"below\" provides a clear threshold, preventing the situation where \"whether it is -20.0 or -20.1\" keeps changing due to measurement uncertainties from turning into an ongoing institutional dispute.
2) Placing the continuity of material toughness into another set of mechanisms – What truly matters regarding toughness is the material specifications/impact requirements/agreement framework for 150.2, as well as any additional technical conditions specified for the project when necessary; Rather than relying on moving the definition line by half a degree as a fallback.
3) Historical/systematic alignment: This –20 threshold has remained stable over the long term within pressure vessel systems. (For reference, the relevant provisions in TSG21‑2016 also focus on the \"minimum design metal temperature/environmental low temperature\", rather than using the \"nominal temperature of the medium\" as the benchmark); therefore, it is more suitable as a boundary between administrative and technical management aspects, rather than as a turning point in material science.