GB 50671-2011 飛機噴漆機庫設計規(guī)范

本規(guī)范適用于新建、改建和擴建的飛機噴漆機庫的設計。

Code for design of aircraft paint hangar

GB 50579-2010 航空工業(yè)理化測試中心設計規(guī)范

本規(guī)范適用于航空工業(yè)各類工廠、科研單位、飛機維修基地和航空類高等院校新建、改建、擴建理化測試中心和實驗室的工程設計。

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

GB 50284-2008 飛機庫設計防火規(guī)范

為防止和減少火災對飛機庫的危害，保護人身和財產的安全，制定本規(guī)范。 本規(guī)范適用于新建、擴建和改建飛機庫的防火設計。 飛機庫的防火設計，必須遵循“預防為主，防消結合”的消防工作方針，針對飛機庫火災的特點，采取可靠的消防措施，做到安全適用、技術先進、經濟合理。 飛機庫的防火設計除應符合本規(guī)范外，尚應符合現(xiàn)行的國家有關標準的規(guī)定。

Code for fire protection design of aircraft hangar

GB 50284-1998 飛機庫設計防火規(guī)范

本規(guī)范適用于新建、擴建和改建的飛機庫防火設計。

Code for fire protection design of aircraft hangar

BS PD CEN/TS 15901-14:2016 道路和機場地面特性. 利用縱向受控滑動率 (LFCN) 測定道路表面防滑特性的程序: ViaFriction (道路分析儀和ViaTech AS記錄儀)

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)

ANSI/NFPA 409-2016 飛機庫標準

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

MH/T 5110-2015 民用機場道面現(xiàn)場測試規(guī)程

本標準規(guī)定了民用機場道面現(xiàn)場檢測的試驗方法。本標準適用于陸地民用機場(含軍民合用機場的民用部分)的工程建設階段和運營管理階段對道面區(qū)(道基、基礎、面層)、土面區(qū)、巡場道路和服務車道等區(qū)域的現(xiàn)場調查、工程質量檢測以及技術狀況評定。

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

BS PD CEN/TS 15901-15:2014 道路和機場地面特性. 利用縱向控制滑動率 (LFCI) 測定道路表面防滑特性的程序: IMAG

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

DIN VDE V 0161-11:2012 機場照明和信標電氣裝置.第11部分:恒流串聯(lián)電路電子燈系統(tǒng).一般安全要求

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

ASTM D1196/D1196M-12 用于公路和機場路面設計和評估的土壤與韌性路面成份的非往復靜立平板荷載的標準試驗方法

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

ANSI/NFPA 415-2012 機場終點建筑、油料管道和裝載道標準

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

DIN CEN/TS 15901-11:2011 道路和飛機場地面特性.第11部分:使用帶經線量塊測量儀的裝置測定路面抗滑性的規(guī)程(LFCSR):SRM;德文版本CEN/TS 15901-11-2011

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

DIN CEN/TS 15901-13:2011 道路和飛機場地面特性.第13部分:橫向力系數(shù)(SFCO)測試儀測定道路路面防滑性的規(guī)程:里程表;德文版本CEN/TS 15901-13-2011

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

ANSI/NFPA 409-2011 飛機庫標準

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

Standard on Aircraft Hangars

ANSI/NFPA 418-2011 直升機機場標準

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

ASTM D5340-11 機場跑道道面狀況指數(shù)測量的標準試驗方法

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 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

DIN EN 13036-1:2010 道路和機場地面特性.試驗方法.第1部分:使用體積修補技術測量道路表面宏觀結構的深度.德文版本EN 13036-1-2001

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

DIN EN 303212:2010 機場合作決策(A-CDM).單一歐洲空中互操作性規(guī)定EC 552/2004下應用的共同體規(guī)范(英文版本EN 303212 V1.1.1 (2010-06)核準本作為德國標準)

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)

BS EN 13036-1:2010 道路和機場表面特征.試驗方法.使用體積修補技術測量道路表面宏觀結構深度

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

DIN SPEC 1205:2010 道路和飛機場路面表面特征.試驗方法.第2部分:使用動態(tài)測量系統(tǒng)對道路路面的抗滑性進行評定.德文版本CEN/TS 13036-2-2010

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