P68 航空、航天工程 标准查询与下载



共找到 71 条与 航空、航天工程 相关的标准,共 5

本规范适用于新建、改建和扩建的飞机喷漆机库的设计。

Code for design of aircraft paint hangar

ICS
CCS
P68
发布
2011-04-02
实施
2012-05-01

本规范适用于航空工业各类工厂、科研单位、飞机维修基地和航空类高等院校新建、改建、扩建理化测试中心和实验室的工程设计。

Code of design for physical and chemical testing center of aviation industry

ICS
CCS
P68
发布
2010-05-31
实施
2010-12-01

为防止和减少火灾对飞机库的危害,保护人身和财产的安全,制定本规范。 本规范适用于新建、扩建和改建飞机库的防火设计。 飞机库的防火设计,必须遵循“预防为主,防消结合”的消防工作方针,针对飞机库火灾的特点,采取可靠的消防措施,做到安全适用、技术先进、经济合理。 飞机库的防火设计除应符合本规范外,尚应符合现行的国家有关标准的规定。

Code for fire protection design of aircraft hangar

ICS
CCS
P68
发布
2008-11-12
实施
2009-07-01

本规范适用于新建、扩建和改建的飞机库防火设计。

Code for fire protection design of aircraft hangar

ICS
CCS
P68
发布
1998-09-30
实施
1999-04-01

Road and airfield surface characteristics. Procedure for determining the skid resistance of a pavement surface using a device with longitudinal controlled slip (LFCN): ViaFriction (Road Analyser and Recorder of ViaTech AS)

ICS
93.080.20;93.120
CCS
P68
发布
2016-04-30
实施
2016-04-30

Standard on Aircraft Hangars (Effective Date: 06/15/2015)

ICS
CCS
P68
发布
2016-01-01
实施

本标准规定了民用机场道面现场检测的试验方法。本标准适用于陆地民用机场(含军民合用机场的民用部分)的工程建设阶段和运营管理阶段对道面区(道基、基础、面层)、土面区、巡场道路和服务车道等区域的现场调查、工程质量检测以及技术状况评定。

In-situ measurement specification for pavement and subgrade of civil airports

ICS
97.100
CCS
P68
发布
2015-03-09
实施
2015-06-01

Road and airfield surface characteristics. Procedure for determining the skid resistance of a pavement surface using a device with longitudinal controlled slip (LFCI): The IMAG

ICS
93.080.20;93.120
CCS
P68
发布
2014-11-30
实施
2014-11-30

Electrical installations for lighting and beaconing of aerodromes - Part 11: Electronic lamp systems in constant current series circuits - General safety requirements

ICS
93.120
CCS
P68
发布
2012-01
实施
2012-01-01

Field, in-place nonrepetitive static load tests are used for the evaluation and design of pavement structures. Nonrepetitive static plate load tests are performed on soils and unbound base and subbase materials to determine the modulus of subgrade reaction or a measure of the shear strength of pavement components.1.1 This test method covers the making of nonrepetitive static plate load tests on subgrade soils and pavement components, in either the compacted condition or the natural state, and provides data for use in the evaluation and design of rigid and flexible-type airport and highway pavements. 1.2 Units8212;The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Nonrepetitive Static Plate Load Tests of Soils and Flexible Pavement Components, for Use in Evaluation and Design of Airport and Highway Pavements

ICS
93.120 (Construction of airports)
CCS
P68
发布
2012
实施

1.1 Scope. This standard specifies the minimum fire protection requirements for the construction and protection of airport terminal buildings. It specifies the minimum requirements for the design and maintenance of the drainage system of an aircraft fueling ramp to control the flow of fuel that can be spilled on a ramp and to minimize the resulting possible danger. In addition, it contains the minimum requirements for the design, construction, and fire protection of aircraft loading walkways between the terminal building and aircraft.

Standard on Airport Terminal Buildings, Fueling Ramp Drainage, and Loading Walkways

ICS
13.220.20;49.100
CCS
P68
发布
2012
实施

Road and airfield surface characteristics - Part 11: Procedure for determining the skid resistance of a pavement surface using a device with longitudinal block measurement (LFCSR): the SRM; German version CEN/TS 15901-11:2011

ICS
93.080.20;93.120
CCS
P68
发布
2011-06
实施

Road and airfield surface characteristics - Part 13: Procedure for determining the skid resistance of a pavement surface by measurement of a sideway force coefficient (SFCO): the Odoliograph; German version CEN/TS 15901-13:2011

ICS
93.080.20;93.120
CCS
P68
发布
2011-06
实施

This standard contains the minimum requirements for the proper construction of aircraft hangars and protection of aircraft hangars from fire.

Standard on Aircraft Hangars

ICS
13.200;49.100
CCS
P68
发布
2011
实施

1.1 Scope. 1.1.1 This standard specifies the minimum requirements for fire protection for heliports and rooftop hangars. 1.1.2 This standard does not apply to ground-level helicopter hangars. 1.1.3 All hangars not covered by this standard are required to comply with NFPA 409, Standard on Aircraft Hangars. 1.1.4 Temporary landing sites and emergency evacuation facilities are outside the scope of this standard.

Standard for Heliports

ICS
13.200;93.120
CCS
P68
发布
2011
实施

The PCI is a numerical indicator that rates the surface condition of the pavement. The PCI provides a measure of the present condition of the pavement based on the distress observed on the surface of the pavement which also indicates the structural integrity and surface operational condition (localized roughness and safety). The PCI cannot measure the structural capacity, neither does it provide direct measurement of skid resistance or roughness. It provides an objective and rational basis for determining maintenance and repair needs and priorities. Continuous monitoring of the PCI is used to establish the rate of pavement deterioration, which permits early identification of major rehabilitation needs. The PCI provides feedback on pavement performance for validation or improvement of current pavement design and maintenance procedures.1.1 This test method covers the determination of airport pavement condition through visual surveys of asphalt-surfaced pavements, including porous friction courses, and plain or reinforced jointed portland cement concrete pavements, using the Pavement Condition Index (PCI) method of quantifying pavement condition. 1.2 The PCI for airport pavements was developed by the US Army Corps of Engineers through the funding provided by the U.S. Air Force (1, 2, 3). It is further verified and adopted by FAA (4), and the U.S. Naval Facilities Engineering Command (5). 1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Specific precautionary statements are given in Section 6.

Standard Test Method for Airport Pavement Condition Index Surveys

ICS
93.120 (Construction of airports)
CCS
P68
发布
2011
实施

Road and airfield surface characteristics - Test methods - Part 1: Measurement of pavement surface macrotexture depth using a volumetric patch technique; German version EN 13036-1:2010

ICS
17.040.20;93.080.10;93.120
CCS
P68
发布
2010-10
实施

Airport Collaborative Decision Making (A-CDM) - Community Specification for application under the Single European Sky Interoperability Regulation EC 552/2004 (Endorsement of the English version EN 303212 V1.1.1 (2010-06) as German standard)

ICS
93.120
CCS
P68
发布
2010-10
实施

This European Standard specifies a method for determining the average depth of pavement surface macrotexture by careful application of a known volume of material on the surface and subsequent measurement of the total area covered. The technique is designed to provide an average depth value of only the pavement macrotexture and is considered insensitive to pavement microtexture characteristics. This test method is suitable for field tests to determine the average macrotexture depth of a pavement surface. When used in conjunction with other physical tests, the macrotexture depth values derived from this test method can be used to determine the pavement skid resistance capability, noise characteristics and the suitability of paving materials or finishing techniques. When used with other tests, care should be taken that all tests are applied at the same location.

Road and airfield surface characteristics - Test methods - Measurement of pavement surface macrotexture depth using a volumetric patch technique

ICS
17.040.20;93.080.10;93.120
CCS
P68
发布
2010-06-30
实施
2010-06-30

Road and airfield surface characteristics - Test methods - Part 2: Assessment of the skid resistance of a road pavement surface by the use of dynamic measuring systems; German version CEN/TS 13036-2:2010

ICS
17.040.20;93.080.20
CCS
P68
发布
2010-06
实施



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