DOD 4270.1-M,《建筑标准》(国防部 [DOD],1972 年);DOD 指令 4165-57,《空中设施兼容使用区》(DOD,1973 年)。SO.Lincoln L. Little、Violetta I. Pawlowska 和 David L. Effland,《爆炸噪声预测卷 II:BNOISE 2.3 计算机程序描述和程序清单》,技术报告 N-98/ADA099335(美国陆军建筑工程研究实验室“[USA-CERL],1981 年);RD Horonjeff、RR Kandurkuri 和 NH Reddinghius,《飞机运行导致的社区噪声暴露:计算机程序描述》,航空航天医学研究实验室报告 AMRL-TR-73-109(Bolt * Beranek 和 Newman,1974 年)。”B. Homans、L. Little 和 P. Schomer,《旋翼飞机运行噪音数据》,《技术报告》N-38/ADA051999(USA-CERL,1978 年)。
识别标签位置和信息 ................................................................................................................ 3 一般说明和操作 ................................................................................................................................ 4 组件和电磁阀应用图表 ................................................................................................................ 5 “PTO”一般要求 ................................................................................................................................ 6 电气组件诊断 ...................................................................................................................................... 8 流体要求 ............................................................................................................................................. 12 电磁阀组测试 ................................................................................................................................ 12 缩写说明 ............................................................................................................................................. 14 诊断故障代码图表和说明 ............................................................................................................. 15 管路压力测试 ............................................................................................................................................. 21 非 PTO 和 PTO 液压差异 ............................................................................................................. 22 PWM 和非 PWM 油泵差异................................................................................ 34 C
Storage Temperature: 14 to 104°F / -10 to 40°C 14 to 104°F / -10 to 40°C Self Discharge: Battery can be store for up to 18 months @ 77°F/25°C Battery can be store for up to 18 months @ 77°F/25°C Voltage Per Unit: 12V 12V Float Charge Voltage: 13.5 to 13.8VDC average per 12V unit at 77°F/25°C 13.5至13.8VDC以77°F/25°C的平均平均水平为77°F/25°C刷新/增强充电电压:14.4至15.0VDC在77°f/25°C 14.4至15.0vdc平均每12V平均每12V单位平均每12V单位,每12vdc平均每12V型单元chrm car cariip carm cariip carm cariip carm cariip carift 77°f/25 carmmiipt 77°25%:5推荐的Float的1.5%以获得最佳效果。最大电压允许= 4%p / p终端类型:螺纹合金插入端子以接受¼英寸20unc螺栓螺纹合金插入端子以接受¼英寸20unc螺栓终端硬件扭矩:110in-lbs / 12.4nm 110in-110in-110in-lbs / 12.4nm case:31 31 dimens sh:31 31 Dimensions h x l x l x w(3.8 x l x w(8.8)。 337.0 x 172.7 8.5 x 13.4 x 6.8 / 223.5 x 337.0 x 172.7重量近似(lbs / kg):68 / 30.8 74 / 35.6 < / div>
• 大多数扭矩紧固接头不使用垫圈,因为使用垫圈会导致紧固过程中螺母和垫圈之间或垫圈和接头表面之间产生相对运动。这会改变摩擦半径,从而影响扭矩-张力关系。如果需要更大的轴承面,则可以使用法兰螺母或螺栓。如果要使用垫圈,与螺栓杆紧密贴合的硬垫圈可提供更低、更一致的摩擦,通常是首选。• 去除紧固件上通常存在的油膜会降低给定扭矩的张力,并可能导致紧固件在达到所需张力之前发生剪切。• 由石墨、二硫化钼和蜡配制的超级润滑剂可产生最小的摩擦。除非在指定的紧固扭矩中留有余地,否则诱导张力可能会过大,导致螺栓屈服和失效。但是,如果以可控的方式使用,这些润滑剂可以有效地降低扭矩,以产生所需的张力,这意味着可以使用较低容量的紧固工具。• 出于外观或耐腐蚀的原因,紧固件可能会镀层。这些处理会影响摩擦系数,从而影响扭矩与张力的关系。• 通常会故意在紧固件中引入摩擦,以减少因振动而松动的可能性。在确定正确的紧固扭矩时,必须考虑诸如锁紧螺母之类的装置。
比GM,它在1996年以第一块质量生产的电动汽车(雪佛兰EV1)开创了电动汽车时代。从那以后,该公司采用了一种应用电气化的策略,在此策略中,它将带来最大的影响 - 从GM/Allison Hybrid Transit巴士,“项目车道”燃料电池电动汽车(FCEV)Equinox,两种模式Tahoe和Yukon Hybrids。几个月前,该公司推出了GMC Hummer EV,这是世界上第一辆具有强大越野功能的全电动超级卡车,几周前是GMC Hummer EV SUV。公司最近的革命性电动汽车模型与2017年推出的雪佛兰电动汽车(Chevy Bolt EV)之间,通用汽车已生产了30万辆电动汽车。
Standard Plan J-10.25-01 Transformer Cabinet (480V/240V - 240V/120V) : Standardized the design regardless of input and output voltages, removed the secondary main breaker to allow for full use of the 12-position breaker panel, added the option for inclusion of a lighting circuit (including photocell), and added a surge protection device to allow for direct wiring of Variable Message Signs (we will no longer receive a load center in a VMS cabinet, removing the need for a specialized VMS cabinet). Standard Plans J-20.01-01 Light and Signal Standard Index and Identification , J-21.10- 05 Type PS, Type 1, RM & FB Signal Standard Foundation Details, J-21.16-02 Flashing Beacon Type 1 Signal Standard Details, J-22.15-03 Ramp Meter (Type RM) Signal Standard Details, J-22.17-00 Ramp Meter Signal Installation Details (New Plan) - This block of plans has been revised to accomplish two things: 1. Slip-base foundations are being replaced with frangible bolt installations. This allows us to use one base plate, anchor bolt arrangement, and foundation design for both fixed and breakaway poles, with the only difference being the inclusion of breakaway bolt connections (ex: Transpo Pole-Safe), and for any site to be breakaway without significant modifications. Slip base pole drawings will be retained internally to support ordering maintenance spares, but all new construction will be square base plates. 2. Simplify the number of pole types. To reduce the number of pole types, omit duplicate information, and make the types more clear, the short vertical poles have been revised into four basic setups: PS (8 ft, square base), RM (8 ft, triangle base), I (10 ft, square base), and FB (15 ft, square base). To support this, J-22.17 was split out as a separate plan for Type I Ramp Meter Signal installations as it uses different pole types for different base configurations – J-22.15 was reduced to just the Type RM pole itself (no foundation or base details). Standard Plan J-20.05-00 Pedestrian Pushbutton (PPB) Location and Orientation (New Plan) - This is a new plan that shows proper field placement and orientation of accessible pedestrian pushbuttons. This had been in the works for a while, but the pending requirement that all PPBs be accessible (not necessarily APS) pushed this to the top of the list. Along with pending Design Manual revisions (1330 and 1510), this will now be an issue for flashing beacon systems (including RRFBs). Standard Plan J-20.15-04 Accessible Breakaway Pedestrian Pushbutton (PPB) Post - Breakaway PPB Post: Revised to show both a flat and curb based installation. The fixed base version has been deleted and will no longer be allowed for new construction. Standard Plan J-28.30-04 Steel Light Standard Foundation Types A & B - Per discussions with maintenance, we are moving the supplemental ground connection so that it only bonds the pole anchor bolts to the foundation reinforcing steel. This will perform the same function as the previous setup that connected the reinforcing steel to the ground lug in the pole while remaining intact in case of a knockdown (typically the current design is sheared and no longer usable).
思科致力于从一开始就将安全性和隐私性融入我们的技术中,而不是事后才添加。创建安全技术始于在规划阶段纳入基本的安全和隐私概念。减少攻击面、控制风险和应用纵深防御技术等基本安全概念至关重要,在编写任何代码之前应深思熟虑。还必须遵守基本隐私概念,例如根据法律规定处理个人数据和管理数据主体权利。
LP12 升级和维修术语指南 ................................................................ 33 悬架索环 ................................................................ 36 电机推力轴承 ................................................................ 37 轴承箱“CIRKUS” ................................................ 38 臂板 ................................................................................41 悬架弹簧 ................................................................ 41 副底盘(粘合) ................................................................ 42 底座 ................................................................................ 43 Valhalla 电源 ................................................................ 44 Nirvana 套件 ................................................................ 45 Valhalla 维修套件 ................................................................ 46 Valhalla 更新套件 ................................................................ 47 电机调节 ................................................................................ 48 Linn 速度检查器 ................................................................ 50 Kinky 臂校准工具 ................................................................ 51 T 型螺栓矫直器 ................................................................ 52 45-rpm 适配器 ................................................................ 53
水平和倾斜的立柱和导轨均使用铆钉和环氧化合物永久连接。使用提供的盖板,Real Safety 模块化导轨可以以任何角度安装在立柱上,从 39 o 到 180 o。直接头套件同样易于安装,可通过铆钉连接或螺母和螺栓组件连接。Real Safety 模块化立柱设计用于传统的侧面安装,套件也可用于安装顶部安装支柱底座或可拆卸的混凝土嵌入式底座。
DOD 4270.1-M,《建筑标准》(国防部 [DOD],1972 年);DOD 指令 4165-57,《空中设施兼容使用区》(DOD,1973 年)。SO.Lincoln L. Little、Violetta I. Pawlowska 和 David L. Effland,《爆炸噪声预测卷 II:BNOISE 2.3 计算机程序描述和程序清单》,技术报告 N-98/ADA099335(美国陆军建筑工程研究实验室“[USA-CERL],1981 年);RD Horonjeff、RR Kandurkuri 和 NH Reddinghius,《飞机运行导致的社区噪声暴露:计算机程序描述》,航空航天医学研究实验室报告 AMRL-TR-73-109(Bolt * Beranek 和 Newman,1974 年)。”B. Homans、L. Little 和 P. Schomer,《旋翼飞机运行噪音数据》,《技术报告》N-38/ADA051999(USA-CERL,1978 年)。