23.020.10 固定容器和罐 标准查询与下载

JIS A 4110 AMD 1:2008 玻璃纤维增强式塑性水箱(修改件1)

This standard is an Amendment of Glassfiber reinforced plastic water tanks.

Glassfiber reinforced Plastic Water Tanks (Amendment 1)

LST EN 13121-4-2005/AC-2008 地上使用的 GRP 储罐和容器 第4部分：交付、安装和维护

GRP tanks and vessels for use above ground - Part 4: Delivery, installation and maintenance

DVS 2205-1 Beiblatt 21-2008 热塑性塑料制成的储罐和设备的计算 PTFE 制成的管道的蠕变强度

Calculation of tanks and apparatus made of thermoplastics - Creep strength for pipes made of PTFE

DVS 2205-1 Beiblatt 19-2008 由热塑性塑料制成的容器和设备的计算 PE 的热老化极限

Calculated thermal aging limits of PE for containers and equipment made of thermoplastics

DVS 2205-2-2008 由热塑性塑料制成的罐和设备的计算 立式圆形常压罐

"Calculation of tanks and apparatus made of thermoplastics - Vertical round, non-pressurised tanks"

DVS 2205-2 Beiblatt 2-2008 热塑性塑料制成的罐和设备的计算 立式圆形常压罐 收集装置

"Calculation of tanks and apparatus made of thermoplastics - Vertical round, non-pressurised tanks - Collecting devices"

DVS 2205-2 Beiblatt 6-2008 由热塑性塑料制成的罐和设备的计算 立式圆形非加压罐 外壳构造方法

"Calculation of tanks and apparatus made of thermoplastics - Vertical round, non-pressurised tanks - Shell construction method"

ASME STP-PT-021-2008 合成氢储罐用无损检测和评定方法

This document includes a study of various nondestructive evaluation (NDE) techniques for composite overwrapped pressure vessels intended for gaseous hydrogen infrastructure applications. The majority of the study focuses on Model Acoustic Emissions (MAE) techniques. Testing was performed on various composite tank designs including small high pressure plastic-lined fully-wrapped composite pressure vessels designed for portable, stationary or vehicular storage and large steel-lined hoop-wrapped pressure vessels designed for bulk transport and stationary storage. MAE testing was performed by Digital Wave Corp. on vessels provided by Lincoln Composites and TransCanada.

NON DESTRUCTIVE TESTING AND EVALUATION METHODS FOR COMPOSITE HYDROGEN TANKS

CAN/ULC-S601-2007 易燃和可燃液体车间钢制地上储罐标准

1. SCOPE 1.1 This Standard sets forth minimum requirements for steel, non-pressure tanks that are used for the aboveground storage of flammable and combustible liquids such as gasoline, fuel oil, or similar products with a relative density not greater than 1.0. NOTE: These tanks may also be used for the storage of used oil. For tanks intended solely for the collection of used oil, refer to ULC-S652, Standard for Tank Assemblies for the Collection of Used Oil. 1.2 This Standard covers tanks, which are fabricated, inspected and tested for leakage before shipment from the factory. 1.3 This Standard covers the construction of tanks for use in stationary installations. Tanks fabricated in accordance with this Standard are not intended for the transportation of fuel nor are they intended to be transported while containing fuel. 1.4 The installation of such tanks shall be in accordance with, but not limited to, the following documents: A National Fire Code of Canada, Part 4; B CSA B139, Installation Code for Oil Burning Equipment; C CCME Environmental Code of Practice for Aboveground and Underground Storage Tank Systems Containing Petroleum and Allied Petroleum Products; and D Regulations of the appropriate authority having jurisdiction. 1.5 Section 4 of this Standard covers the construction of single wall tanks. Section 5 covers the construction of tanks with secondary containment. 1.6 This Standard also covers aboveground steel, rectangular, non-pressure workbench tanks for the combined use as a working surface and storage of lubricating oils having capacities up to and including 2500 L. 1.7 This Standard also covers aboveground steel, rectangular, non-pressure, generator-base tanks incorporated into the support structure of diesel engine generators and used for the storage of the generator’s fuel supply. 1.8 This Standard also covers utility tanks designed to allow for relocation as required by their intended service. These tanks are for installation at locations such as farms, construction sites, demolition sites, exploration sites, forestry operations and similar locations. 1.9 This Standard does not cover wind loading or seismic loading of tanks. However, Guidelines for the Maximum Structural Limitations for Vertical Tanks (A2) are included in Appendix A.

STANDARD FOR SHOP FABRICATED STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS

DS/EN 13121-4/AC:2007 地上使用的 GRP 储罐和容器 第4部分：交付、安装和维护

This document gives requirements for delivery, installation and maintenance of GRP tanks and vessels in accordance with prEN 13121-3.

GRP tanks and vessels for use above ground - Part 4: Delivery, installation and maintenance

DVS 2205-1 Beiblatt 23-2007 计算由热塑性塑料制成的容器和设备 PE 80 在不同操作时间下的蠕变模量曲线

Calculation of creep modulus curves for containers and equipment made of thermoplastic PE 80 at different operating times

DVS 2205-1 Beiblatt 20-2007 由热塑性塑料制成的储罐和设备的计算 PVDF 介质列表

Calculation of tanks and apparatus made of thermoplastics - PVDF media list

DIN 6601 Berichtigung 1:2007 钢质槽罐材料抗液体的耐力(液体肯定列表).DIN 6601-2007-04的技术勘误

Resistance of materials of steel tanks against liquids (positive-list of liquids), Corrigenda to DIN 6601:2007-04

DVS 2205-1 Beiblatt 24-2007 计算由热塑性塑料制成的容器和设备 PE 100 在不同操作时间下的蠕变模量曲线

Calculation of creep modulus curves for containers and equipment made of thermoplastic PE 100 at different operating times

DVS 2205-1 Beiblatt 25-2007 热塑性塑料制成的储罐和设备的计算 PVDF 共聚物制成的管道的蠕变强度

Calculation of tanks and apparatus made of thermoplastics - Creep strength for pipes made of PVDF copolymer

SANS 1535:2007 碳氢化合物和加氧溶剂的地下储存用水平掩埋玻璃强化聚酯纤维包覆钢罐

Specifies characteristics and manufacture of glass-reinforced polyester-coated steel storage tanks suitable for burial horizontally and intended for the storage of unpressurized hydrocarbons and oxygenated solvents.

Glass-reinforced polyester-coated steel tanks for the underground storage of hydrocarbons and oxygenated solvents and intended for burial horizontally

NF A92-128:2007 釉瓷和搪瓷.水或市政和工业废水及污水的储存或处理用螺栓连接钢罐的设计

Vitreous and porcelain enamels - Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges.

DS/EN 13175+A2:2007 LPG 设备和配件 液化石油气（LPG）罐阀和配件的规范和测试

This European Standard specifies minimum requirements for the design and testing of valves, including appropriate fittings, which are connected to mobile or static LPG tanks above 150 litre water capacity. Pressure relief valves and their ancillary equipment, contents gauges and automotive LPG components are outside the scope of this European Standard.This document does not apply to refineries or other process plants.

LPG equipment and accessories - Specification and testing for Liquefied Petroleum Gas (LPG) tank valves and fittings

DIN EN 13121-4 Corrigendum 1:2007 用于空中操作的玻璃纤维增强塑料箱及容器. 第4部分: 运输, 安装及维护, 英文版本 DIN EN 13121-4: 2005-03勘误表1

GRP tanks and vessels for use above ground-Part 4:Delivery,installation and maintenance Corrigendum 1 to English version of DIN EN 13121-4:2005-03

BS EN 15282:2007 釉层和搪瓷.储水,处理水,市政或工业排水和污水用螺栓连接钢罐的设计

This European Standard establishes the requirement for the design and use of vitreous enamel coated bolted cylindrical steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges. This European Standard applies to the design of the tank and any associated roof and gives guidance on the requirements for the design of the foundation. This European Standard applies where: a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level; b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500; c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents. The slope should not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel; (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this European Standard), k) the temperature of the tank wall during operation is within the range - 50 ?C to + 100 ?C under all operating conditions. This European Standard also gives details of procedures to be followed during site installation and for inspection and maintenance of the installed tank. It does not apply to chemical reaction vessels. It does not apply to tanks fitted with floating roofs. It does not cover resistance to fire.

Vitreous and porcelain enamels. Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges