共找到 150 条与 Bin Code 相关的标准，共 10 页
Also available in soft cover. Reference NRC-BLDGCODE-95 All current revision are included with the purchase of this document.
National Building Code of Canada 1995 - Binder Format
Code of Ethics - On Interactions with Health Care Providers Published in 2005
：本行为准则适用于所有在EA框架内工作的个人和机构，包括EA成员、利益相关者、观察员以及EA官员和员工（统称为“EA行为体”）。本行为准则规定了非协商性的最低行为标准，为预期行为提供框架和基。珽A行为体有责任确保遵守本行为准则。
EA Code of Conduct
2-Part Set - ACI Building Code and Commentary (318-95/318R-95); and Notes on ACI 318-95 (EBO70D)
Code of Ethics - On Interactions with Health Care Providers (Published in 2005)
ACI CODE-562-21, Assessment, Repair and Rehabilitation of Existing Concrete Structures-Code Requirements and Commentary, was developed to provide design professionals a code for the assessment of the damage and deterioration, and the design of appropriate repair and rehabilitation strategies. The Code provides minimum requirements for assessment, repair, and rehabilitation of existing structural concrete buildings, members, systems and, where applicable, nonbuilding structures. ACI 562-19 was specifically developed to work with the International Existing Building Code (IEBC) or to be adopted as a stand-alone code.
ACI CODE-562-21: Assessment, Repair, and Rehabilitation of Existing Concrete Structures-Code and Commentary, Includes Errata
This Code provides requirements for test load magnitudes, test protocols, and acceptance criteria for conducting a load test as a means of evaluating the safety and serviceability of concrete structural members and systems of structures. A load test may be conducted as part of a structural evaluation to determine whether a structure requires repair and rehabilitation, or to verify the adequacy of repair and rehabilitation measures.
Load Testing of Concrete Structures - Code and Commentary
Guide to Code Requirements for Fire Alarm and Detection Systems
This leaflet sets out the minimal design measures for protecting vehicles by earthing in order to: -protect persons and animals from excessive contact voltages should they touch live defective metal parts ,and -ensure that the power circuit in the sub-station is reliably tripped in the event of parts of the contact wire coming in contact with the vehicle. The leaflet applies to motive power units, coaches and wagons.
Vehicles, Protection by Earthing of Metal Parts
The Code Requirements for Environmental Engineering Concrete Structures (Code) portion of this document covers the structural design, materials selection, and construction of environmental engineering concrete structures. Such structures are used for conveying, storing, or treating water and wastewater, other liquids, and solid waste. The term solid waste as used in the Code encompasses the heterogeneous mass of disposed-of materials, as well as more homogeneous agricultural, industrial, and mineral wastes.The Code also covers the evaluation of existing environmental engineering concrete structures.Environmental engineering concrete structures are subject to uniquely different loadings and severe exposure conditions that require more restrictive serviceability requirements and may provide longer service lives than non-environmental structures.Loadings include normal dead and live loads, earth pressure loads, hydrostatic and hydrodynamic loads, and vibrating equipment loads. Exposures include concentrated chemicals, alternate wetting and drying, high-velocity flowing liquids, and freezing and thawing of saturated concrete. Serviceability requirements include liquid-tightness, gas-tightness, and durability.Proper design, materials, and construction of environmental engineering concrete structures are required to produce serviceable concrete that is dense, durable, nearly impermeable, and resistant to relevant chemicals, with limited deflections and cracking. This includes minimizing leakage and control over the infiltration of, or contamination to, the environment or groundwater.The Code presents additional material as well as modified portions of the ACI 318-05, ACI 318-08, and ACI 318-11 building codes that are applicable to environmental engineering concrete structures.The Commentary discusses some of the considerations of the committee in developing the ACI 350 Code, and its relationship with ACI 318. Emphasis is given to the explanation of provisions that may be unfamiliar to some users of the Code. References to much of the research data referred to in preparing the Code are given for those who wish to study certain requirements in greater detail.The chapter and section numbering of the Code are followed throughout the Commentary.Among the subjects covered are: drawings and specifications, inspections, materials, concrete quality, mixing and placing, forming, embedded pipes, joints, reinforcement details, analysis and design, strength and serviceability, flexural and axial loads, shear and torsion, development of reinforcement, slab systems, walls, footings, precast concrete, prestressed concrete, shell structures, folded plate members, provisions for seismic design, and an alternate design method in Appendix A.The quality and testing of materials used in the construction are covered by reference to the appropriate standard specifications. Welding of reinforcement is covered by reference to the appropriate AWS standard. Criteria for liquid-tightness and gas-tightness testing may be found in ACI 350.1.
Code Requirements for Environmental Engineering Concrete Structures (ACI 350-20) and Commentary (ACI 350R-20), Includes Errata (2022)
FOREWORD This code was formulated by the Topical committee on production Technology of the Central Committee on Drilling and Production Practice in the Division of Production of the American Petroleum Institute. Purpose The purpose of this code is to facilitate comparisons and coordination of permeability measurements on porous media as made in various laboratories by the adoption of uniform notation and dimensionally equivalent units. It is the further of error commonly encountered@ not with the view to standardize the detailed technique of measurement but rather to insure that reported values are free from inaccuracies caused by faulty methods and improper conditions of test.
RECOMMENDED PRACTICE FOR DETERMINING PERMEABILITY OF POROUS MEDIA THIRD EDITION (R 1956) (WITHDRAWN)
本规范提供冷藏液化气体（RLG）储存和包容用钢筋混凝土和预应力混凝土结构的最低设计和施工要求，其使用温度范围在+40°F至-325°F之间。容器设计应包括容器壁、其基。ǖ装搴偷匕 slab）、混凝土屋顶部分以及适用的围堤墙的设计。
Refrigerated Liquefied Gas Containment for Concrete Structures — Code Requirements and Commentary
The prsent document not reiterate provisions contained in other leaflets. It does, however, make reference to the relevant leaflets. The Leaflet is compatible with TSI-OPE provisions.
Procedures for the Accelerated Transfer of Freight Trains Between Cooperating Railway Undertakings (RUs) at Handover Points
该文件规定了后安装机械锚固件在混凝土中的资质要求。它适用于那些对这种类型装置进行测试和认证的专业人员。
Post-Installed Mechanical Anchors in Concrete—Qualification Requirements and Commentary
