通用航空机场建设标准

通用航空机场建设 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 通用机场建设标准 ,征求意见稿, 第一章 总 则 第一条 为了规范通用机场建设，合理确定建设规模和运行设施，保证通用机场的安全适用性，制定本标准。 第二条 本标准适用于全部功能仅用于开展通用航空活动的机场，不包括临时起降点和水上机场。 本标准所称通用航空活动不包括使用30座以上的航空器进行的经营性载人飞行活动。 本标准所称经营性载人飞行活动是指以载人为直接目的，并发生了取酬行为的飞行活动，如包机(出租)飞行、空中游览等;不包括以空中作业为直接目的的载人飞行活动，如农林飞行、空中勘测等。 第三条 通用机场工程项目建设应遵循下列原则: 1、保证飞行安全，满足必须的安全技术要求。 2、合理配置运行设施，满足功能需要。 3、建设规模及设施配置坚持合理、适用、客观实际原则，以降低工程造价和运营成本，为通用航空发展创造良好环境。 4、长远规划，合理确定建设阶段，充分考虑发展空间。 第四条 通用机场根据其对公众利益的影响程度分为以下三类: 1、一类:指具有10,29座航空器经营性载人飞行业务，或最高月起降架次达到3000以上，或纳入政府应急救援及公共服务基础设施体系的机场。 2、二类:指具有5,9座经营性航空器载人飞行业务，或最高月起降架次600,3000，或具有对公众提供公共服务类飞行活动的机场。 3、三类:除一、二类外的通用机场。 summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 第二章 机场场址 第五条 通用机场位置应符合全国通用机场布局规划和当地城市或城镇规划，或不与上述规划相冲突。 第六条 通用机场的选址应充分考虑下列因素的影响: 1、空中禁区。不得在空中禁区内建设机场，在空中禁区临近地区修建机场应考虑航空器闯入空中禁区的风险。 2、飞行限制区。机场的飞行活动应充分考虑与飞行限制区的协调。 3、军航使用空域。机场的飞行活动应充分考虑与军航使用空域的协调。 4、气象条件。应充分考虑风场、降水、能见度等气象条件对飞行安全和机场利用率的影响。 6、电磁环境复杂区域。应充分考虑空间电磁环境对机场通信导航活动的影响，同时亦应顾及到航空活动所产生的电磁波对地面敏感设施的影响。 7、鸟类栖息地及迁徙路径经由地。应充分考虑航空器鸟击风险并顾及飞行活动对鸟类生存环境的影响。 8、航空障碍物。应充分考虑自然地势、地面建(构)筑物以及高压输电线路等航空障碍物的影响，以及由此带来的对机场利用率的影响。 9、噪音敏感区域。应充分考虑航空活动区是否满足周边区域噪音控制指标的要求。 10、地面易燃易爆设施。地面易燃易爆设施临近地区修建的机场应充分考虑安全距离的需要或在飞行规则上加以适当协调。 11、建设条件。应充分考虑地质不良地段、可能淹没地区、活动性断层区、矿区、环境及生态保护区、旅游景区和文物古迹保护区等因素的影响。 12、土地利用。应符合相关土地利用政策法规的要求。如耕地、林地利用限制以及荒地、劣地的开发鼓励性政策。 13、周边配套设施。应充分考虑周边是否有可供利用的道路、消防、救援、水源、能源、污物处理、通信等公共设施。 summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 14、机场规模及功能的扩展。如需在功能及规模上保留扩展空间的机场，应在选址阶段留有发展空间。 15、邻近机场。应充分考虑到与周边机场在功能、使用限制等方面的相互影响及协调。 16、其它不适合开展通用航空活动的因素。 第三章 机场设施 第一节 飞行场地 第七条 对于一、二类通用机场，供固定翼飞机运行的机场，其飞行区的建设按照《民用机场飞行区技术标准》(MH5001)执行，供直升机运行的机场，其飞行场地的建设按《民用直升机场飞行场地技术标准》(MH5013)执行。三类通用机场可参照上述标准执行。 第八条 土方工程按照以下防洪标准作土方 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 : 一类通用机场:50年一遇。 二类通用机场:20年一遇。 第九条 排水工程应按以下标准设计: 一类通用机场:暴雨的重现期按2年设计。 二类通用机场:暴雨的重现期按1年设计。 第十条 机坪的位置、布局、机位以及服务车辆通道等应与机场的运行作业要求相适应，并根据需要设置地锚等设施。当设置服务车辆通道时，其宽度不小于4m。 第十一条 机场可根据需要配备助航灯光系统。一、二类通用机场应设置标记牌，铺砌面上还应设置道面标记。 第十二条 当飞行区具有定期或频繁巡视作业要求时，为便于巡视车辆及人员的活动并限制巡视车辆及人员的活动范围，飞行区内可设置巡场路;巡场路主要用作车辆通行时，路面宽度宜不低于3.5m。 第十三条 当机场活动区需要防范外部人员、动物进入指定区域时，可设置围栏，summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 围栏的形式应与其所防范的对象相适应。一般防止人员进入的围栏的高度应不低于1.8m，其上部可采用刺丝，防止人员爬入;防止较大动物钻入的围栏应适当增加围栏的密度。跑道端围栏(墙)应设向外开启的应急出口，其宽度不小于4m;围栏(墙) m宽度部分应设置为“易折的”或具有向外开启的开在跑道中线延长线上左右不小于2 口，以便于应急救援车辆通过。 一类通用机场应设置围栏。 第十四条 一类通用机场的救援与消防保障能力应达到国际民航组织公约附件十四“救援与消防”章节规定的要求。 机场的救援与消防设施可依托当地城市的相应设施。 第二节 机场空中交通管制设施 第十五条 机场根据需要配置空管用房和设施，空管设施应与其通信、导航要求和方式相适应。 根据管制和飞行需要,可配置甚高频通信系统,电报自动处理系统,气第十六条 象、航行情报信息终端,多声道通信记录仪，手机或车载台等无线对讲系统，便携式应急甚高频通信电台，小型语音交换系统(内话系统)，短波通信系统等通信设备。 一、二类通用机场应配备管制指挥波道甚高频通信系统、航空气象情报信息终端和航行情报信息终端。 第十七条 在机场内和周边建设导航设施时，台址附近围界和巡场路应满足导航设备对场地的技术要求。导航设施的建设应符合《航空无线电导航台站电磁环境要求》(GB6364-86)的要求。 为导航设施设置附属建筑的，附属建筑的面积及功能(如生活设施)应适应其使用要求。 第十八条 通用机场可根据需要设置塔台，塔台的位置及高度应满足管制员对飞行场地的通视要求，塔台的设备配置可参照《民用航空机场塔台空中交通管制设备配置》(MH/T 4005)的要求执行。如采用塔台指挥车方式的，则须修建塔台指挥车坪，并相应配备通信和供电等设施。 一类通用机场应设置塔台。 summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 第十九条 通用机场应具有获取温度、风向、风速、气压、云、能见度等气象要素及其预报信息的能力。 一类通用机场应配备自动气象观测系统、能见度仪和机场预报制作系统。 第三节 服务及保障设施 第二十条 通用机场应在准确定位和充分预测的基础上，建设与其功能、规模相适应的机场管理用房、生活服务用房、场务用房、机务用房、经营业务用房、驻场单位用房、车库、仓库等经营、服务及保障设施，以及配套的供电、给排水、供冷、供暖、燃气、通信、场内道路等设施。 第二十一条 对人员服务的设施应与其服务流程相适应，并根据相关要求设置引导标识、残疾人无障碍设施、消防设施、盥洗室等，以满足人员通行、等候、休息等需要;必要时可设置餐饮、过夜用房等设施。 第二十二条 对人员外对象服务的设施，应设置固定的安置区域，并提供适当的保护。 第二十三条 如建设停车场，其面积指标按照大型车60?/辆、中型车40?/辆、小型车30?/辆执行。 第二十四条 通用机场根据需要建设供油设施或为供油服务企业提供经营服务场所。供油设施的建设可参考《民用机场供油工程建设技术规范》(MH5008)执行。 第二十五条 机场供电、给排水、供冷、供暖、燃气、通信、场内道路应根据机场的实际需要设计，并充分利用城市相关基础设施。 一、二类供固定翼飞机使用的通用机场，航空导航设施的供电系统应符合《国际民用航空公约附件十四》(卷一)关于电气系统的设计要求。 第二十六条 通用机场根据需要配置航空地面服务设备或为航空地面服务企业提供经营服务场所。 常用地面设备的简介及其配置原则见本标准附件。 第二十七条 通用机场应配备道面清扫、维护、除冰/雪等飞行区服务设备及其业务用房。 summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 第四章 抗震设防和环境保护 第二十八条 机场所建设的各类设施的抗震类别应符合《建筑工程抗震设防分类标准》(GB 50223)的规定。对人员服务的房屋设施和固定式空管设施的抗震设防类别应不低于乙类。 第二十九条 机场的航空器噪声影响控制、大气和水污染控制以及固体废弃物的处理等环境保护相关工作均应执行国家相关法律、法规。 污水、污物处理可充分利用当地的市政设施统一处理。 第三十条 通用机场的建设应贯彻绿色、节能理念，以资源节约、环境友好为建设目标，积极探索节能新思路，采用节能新技术。 summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 附件 常用地面设备简介及其配置原则 飞机服务设备 航空地面电源 飞机供电用燃油发电机组(通常为柴油)，根据服务机型的 不同，有交流400Hz/115V和直流28.5V之分，可不受位置 限制，提供飞机泊位现场供电。 航空地面气源 飞机涡扇发动机启动用燃油供气机组(通常为柴油)，可替 代飞机APU实现发动机的启动。 飞机牵引车 根据服务机型的不同具有不同的牵引力量级，作业形式分拖 把牵引式和无拖把牵引式两种方式。 飞机地面空调 飞机环控系统用燃油空调机组(通常为柴油)，可替代飞机 APU为飞机提供制冷或制热空气。 飞机清水车 为飞机补给饮用水的设备，适用于具有饮用水制备设施的机 构。 飞机污水车 为飞机卫生间系统服务的设备，可接收飞机卫生间系统的污 水并补给清洁水。 飞机除冰设备 用于飞机外 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 面除冰，多数设备也可喷施防冰液。 飞机充氧设备 用于向机上氧气储存设施补给氧气的设备。 航空静变电源 飞机供电用电源转换器，可将电网中的380V或220V交流电 转变成交流400Hz/115V或直流28.5V电源，需要工作现场 有电网接口。 管线加油设备 用于具有管线加油系统站坪的机位现场加油作业，可将管线 加油系统中的燃油加注到飞机上。 罐式加油设备 自带灌装燃油并可将其加注到飞机上。 航空运输服务设备 旅客摆渡车 机坪旅客摆渡用团体客车，具有载客量大，上下方便的特点。 旅客登机梯 具有自行式和手推式两种形式，通常作业高度可在一定范围 内调节，以适应不同机型。 残疾人登机车 运送各种行动不便的旅客并与飞机舱门对接以供旅客上下 飞机。 旅客登机桥 连接飞机与航站楼之间的活动通道，供旅客从中通行，接口summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete const及桥身均可在一定范围内移动以实现与飞机的对接。ruction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due t o temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into 航空食品车 运载航空食品并与飞机舱门对接以实现向飞机装运航空食 品 航空垃圾接收车 可与飞机舱门对接以接收航空垃圾并对其进行转运 货物装载机 自行式航空集装单元装载机，可行至飞机货舱接口处实现航(升降平台车) 空集装箱或集装板的装卸 行李装载机 通常为自行式或拖曳式皮带输送机，可对接飞机散货舱接口(皮带车) 处实现散装行李及货物的装卸 行李拖车 用于转载行李或散装货物 集装单元拖车 用于装载集装箱或集装板 行李牵引车 用于牵引行李拖车或集装单元拖车 旅客行李处理系统 通常为皮带式或托盘式输送机组，可实现旅客行李的输送或 在输送过程中实现分拣或安检等功能。 飞行区服务设备 机场清扫车 用于清扫跑道、滑行道及站坪，可借用市政或公路用清扫车 道面除冰/雪设备 根据工具配置和功能设计的不同可完成道面积雪的铲除、抛 掷、清扫、吹除以及撒布除冰液等作业 道面摩擦系数测试用于测试跑道摩擦系数的测试工具，一般有车载式和拖曳式设备 两种结构形式，所测得的摩擦系数随设备类型的不同也具有 不同的评价标准，对此，国际民航组织公约附件十四卷I“机 场”提供了具体指导。 驱鸟设备 用于机场范围鸟类的驱赶，是民航防止航空器鸟击工作的主 要手段，其具体作业方式多样，需根据机场当地的具体鸟情 有针对性地选用。 应急救援设备 飞机顶升气囊 气囊形式的千斤顶，用于顶升失去活动能力的失事航空器。 飞机拖板 用于托载失去活动能力的失事航空器移出飞行区。 飞机吊带 与吊车配合使用，用于吊装失去活动能力的失事航空器。 应急救援活动道面 用于铺设于飞行区土面区，可承载飞机轮荷，使飞机在机轮 不至陷入地面条件下可被拖行移动。 起落架挂具 用于飞机起落架和救援牵引绳索之间中间连接件，其结构形 式与服务机型分别对应，具有安全连接和过载保护的功能。 summer of masonry construction, brick requires sufficient moist. 8.6.2.6 you must take the following measures to concrete construction in summer high temperature impact on concrete a. hardening speed up, vibrating difficulties reduced bleeding, fast drying, easy to crack (plastic), high early strength, fast early hydration heat, less cooling, temperature increases rapidly, due to temperature difference cracks. B. pouring daytime high temperatures, due to the high temperature effect of concrete strength, stability, in varying degrees, on mixing processes, perfusion vibration and moisture conservation, effective measures should be taken. 2) main measures taken by a. temperature control the water temperature in your standard mix proportion of concrete 2 degrees, the concrete temperature 0.5 degrees. B. with the controlled addition of retarder agent can reduce the effects of concrete under high temperature, but make some performance degradation of concrete, so when you are using additives must be implemented upon approval by the supervising engineer. C. time control suitable for work at night, should seek to reduce the mixing time and shipping time at high temperatures. D. strengthen the conservation and high temperatures after pouring in the early days of continuous water conservation to prevent surface drying and covering thin-film wet grass bag to make it moist State in 24 hours. 8.6.3 8.6.3.1 winter construction measures in winter construction preparation 1) required winter construction materials, equipment, planning ahead of time comes into