P68 航空、航天工程 标准查询与下载

MH/T 5009-2004 民用机场航站楼楼宇自控系统工程设计规范

Design code for building automatic control system engineering of civil airport terminal building

MH/T 5021-2004 民用机场航站楼综合布线系统工程设计规范

Design code for premises distribution system engineering of civil airport terminal building

MH/T 5020-2004 民用机场航站楼广播系统工程设计规范

Design code for broadcast system engineering of civil airport terminal building

MH/T 5019-2004 民用机场航站楼时钟系统工程设计规范

Design code for clock system engineering of civil airport terminal building

MH/T 5018-2004 民用机场航站楼计算机信息管理系统工程设计规范

Design code for information Management system engineering of civil airport terminal building

MH/T 5017-2004 民用机场航站楼闭路电视监控系统工程设计规范

Design code for CCTV system engineering of civil airport terminal building

MH/T 5003-2004 民用机场航站楼离港系统工程设计规范

Design code for departure system engineering of civil airport terminal building

MH/T 5015-2004 民用机场航站楼航班信息显示系统工程设计规范

Design code for flight information display system engineering of civil airport terminal building

ASTM E2100-04 国际飞机跑道摩擦指数计算的标准规程

This practice defines and prescribes how to calculate IRFI on aircraft movement areas in winter. The local device is calibrated directly or indirectly to the reference device, thereby achieving harmonization of local friction devices to a common unit of measure regardless of the local friction device used. The IRFI can be used by airport maintenance staff to monitor the winter frictional characteristics for surface maintenance actions.1.1 This practice covers the calculation of the International Runway Friction Index, IRFI, from measurements obtained by local friction-measurement devices on movement areas covered with ice and snow.1.2 The IRFI is intended to provide an international unified friction index for use in harmonizing the output of devices used to measure the friction of airport movement areas during winter operations.1.3 The IRFI reported by this practice is a harmonized value for reporting friction of movement areas.1.4 The IRFI reported by this practice has not been extended to address the braking performance of an aircraft.1.5 The values stated in SI units are to be regarded as the standard. The inch-pound values given in parentheses are provided for information only.1.6 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 Practice for Calculating the International Runway Friction Index

ASTM E2100-04(2010) 计算国际飞机轨道摩擦系数的标准操作规程

This practice defines and prescribes how to calculate IRFI on aircraft movement areas in winter. The local device is calibrated directly or indirectly to the reference device, thereby achieving harmonization of local friction devices to a common unit of measure regardless of the local friction device used. The IRFI can be used by airport maintenance staff to monitor the winter frictional characteristics for surface maintenance actions.1.1 This practice covers the calculation of the International Runway Friction Index, IRFI, from measurements obtained by local friction-measurement devices on movement areas under winter conditions. 1.2 The IRFI is the international friction index to be used for reporting the friction characteristics of airport movement areas. 1.3 The IRFI reported by this practice is a harmonized value of the pavement friction characteristics. 1.4 The IRFI obtained by using this practice has not been extended to address the braking performance of an aircraft. 1.5 The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for information only. 1.6 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 Practice for Calculating the International Runway Friction Index

ASTM D5340-04 机场跑道道面状况指数测量的标准试验方法

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 US 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 the standard. The SI units given in parentheses are for information only.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

ASTM D5340-04e1 机场跑道道面状况指数测量的标准试验方法

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 US 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 the standard. The SI units given in parentheses are for information only.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

BS EN 13036-4:2003 道路和机场表面特征.试验方法.表面耐滑性的测量方法.摆动法

This European Standard describes a method for determining the slip/skid resistance of a surface using a device which remains stationary at the test location. The slip/skid resistance is measured by means of a pendulum arm. The method provides a measure of the slip/skid resistance properties of a surface either in the field or in the laboratory. This method measures the slip/skid resistance of a small area of a surface (approximately 0,01 m). This should be considered when deciding its applicability to a surface which may have non-homogeneous surface characteristics, e.g. containing ridges or grooves, or is rough textured (exceeding 1,2 mm patch test). NOTE As the results from this test are taken at one small location, the results cannot be compared with results from devices e.g. mobile devices, that measure the skid resistance over a long length of a surface.

Road and airfield surface characteristics - Test methods - Method for measurement of slip/skid resistance of a surface - The pendulum test

BS EN 13036-7:2003 道路和机场表面特征.试验方法.路面层不平整性测量.直尺检验

This European Standard describes a standard apparatus and a test method (see NOTE of A.1) for measuring single irregularities attributable to quality defects in new surface course(s) of roads, airfields and other trafficked surfaces as well as in-service surfaces. This test method is not applicable to providing information on profile or general unevenness. Single irregularities are by nature random, and consequently no routine sampling rates or precision data are specified.

Road and airfield surface characteristics - Test methods - Irregularity measurement of pavement courses - The straightedge test

BS EN 13036-3:2003 道路和飞机场表面特征.试验方法.路面水平排水性的测量

Road and airfield surface characteristics - Test methods - Measurement of pavement surface horizontal drainability

BS EN 13036-3:2002 道路和飞机场表面特征.试验方法.路面水平排水性的测量

This European Standard describes a method for determining the horizontal drainability of a road surface as an indicator of relatively low surface texture using the outflow meter as a stationary device. The method provides a measure of the drainability in the road/tyre contact area for use on all smooth non porous road surfaces (less than 0,4 mm mean profile depth) either in the field or in the laboratory. As the method measures the horizontal drainability of a small area of the surface only the selection of the test area should be assessed carefully so that it is representative of the general area on which the measurements are to be made.

Road and airfield surface characteristics - Test methods - Measurement of pavement surface horizontal drainability

ASTM D5340-03 机场跑道道面状况指数测量的标准试验方法

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 US 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 the standard. The SI units given in parentheses are for information only.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

BS EN 13036-1:2002 道路和机场表面特征.试验方法.使用体积修补技术测量道路表面宏观结构深度

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

MH 5014-2002 民用机场飞行区土(石)方与道面基础施工技术规范

Technical specifications for construction of Earhwork (rockwork) and pavement Foundation for Airfield Area of Civil Airports

MH 5006-2002 民用机场飞行区水泥混凝土道面面层施工技术规范

Technical specifications for construction of cement concrete pavement for airfield area of civil airports