ARMY TM 5-824-4-1966 AIRFIELDS OTHER THAN ARMY AIRFIELD OPERATIONAL AND MAINTENANCE FACILITIES REPRINT INCORPORATES CHANGE 1《非军用机场的机场运营和维护设施 再版合并变更1》.pdf

《ARMY TM 5-824-4-1966 AIRFIELDS OTHER THAN ARMY AIRFIELD OPERATIONAL AND MAINTENANCE FACILITIES REPRINT INCORPORATES CHANGE 1《非军用机场的机场运营和维护设施 再版合并变更1》.pdf》由会员分享，可在线阅读，更多相关《ARMY TM 5-824-4-1966 AIRFIELDS OTHER THAN ARMY AIRFIELD OPERATIONAL AND MAINTENANCE FACILITIES REPRINT INCORPORATES CHANGE 1《非军用机场的机场运营和维护设施 再版合并变更1》.pdf（84页珍藏版）》请在麦多课文档分享上搜索。

1、C-/5- Marking of Serviceable Runways and Taxiways. for marking materials and the policy for marking and re-marking serviceable runways and taxiways at Air Force and Air National Guard installations. Appendix I contains the prescribed standard specifications b. Marking of Deceptive, Closed and Hazard

2、 Areas on Airports. Appendix I contains the prescribed s%andar specifications for marking materials and the policy for marking of surfaces on aircraft movement areas which are not intended for aircraft traffic at Air Force and Air National Guard installations. 4. LIGHTING AND MARKING OF CE!STRUC!TON

3、S TO AIR NAVIGATION. F. struction Lighting. Force policy for lighting of obstructions to air navigation at Air Force Appendix III contains the prescribed standards andAir and Air National Guard installations. b. Obstruction brking. Appendix IV describes the standard ob- structior, marking colors and

4、 states the policy for the initial painting or repainting of objects which are to be marked as obstructions to air naviga- tion at Air Force and Air National Guard installations. 5. AIRFIELD LIGHTING. Appendix V sets forth the technical info-ma- tion for design, installation, construction, operation

5、, and maintmance of visual air navigation facilities at Air Force and Ai?. National Guard installations. 1 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-= 3515789 02220q3 602 = EM 1110-45-305 29 Apr 61 6. JOINT SPACING AND PAVEMENT DESIGN, HEAVY-OA

6、D PARKING APRONS WITH MULTIPLE FUELING OUTIJETS. spacing and pavement design for heavy-load operational parking aprons con- taining multiple fueling outlets at Air Force installations. Appendix VI contains the details for joint 7. TIE-DCIWN ANCHORS, AIRCRAFT PARKING AREAS. Appendix VI1 contains the

7、prescribed standard specifications for material to be used for and spacing of tie-down anchors in aircrafi parking areas at Air Force and Air National Guard installations. 8. AIRCRAFT WASHRACKS. Appendix VI11 contains technical information for the design of the portland-cement concrete paved area an

8、d the necessary appurtenances for washing and cleaning of aircraft at Air Force and Air National Guard installations. 9. FIRING-IN-BUTT AND CALIBRATION HAHISTAND. Appendix IX firniches technical information for the design of the firing-in-butt, calibration hardstand, and target storage building at A

9、ir Force installations. The criteria for design of firing-in-butts for Air National Guard installations are also included in this appendix. 10. AIRGRAFT-ARRESTING BARRTERS. Appendix X contains technical in- formation for the installation of overrun barriers near or at runway ends at Air Force and Ai

10、r National Guard installations. 11. PWER-CHECK PADS. Appendix XI contains technical information for the design of power-check pads at Air Force and Air National Guard installations. 12. INSTALLATION DETAILS FOR NARROW GAUGE AND PANCAKE CENTERLINE LIGHTING SYSTEMS: for the design of narrow gauge and

11、pancake centerline lighting systems at Air Force installations. Appendix XII contains technical and installation details 2 3598 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-. 3535789 02220q2 547 m EM 1110-45-305 Appendix I 29 Apr 61 APPENDIX I MAR

12、KING OF SERVICEABBLE RITNWAYS AND TAXIWAYS 1. GDERAL. The provisions contained herein, extracted from AFR 91-17, are the standard specifications for marking materials, and prescribe Air Force and Air National Guard policy for the marking and re-marking of serviceable runways and taxiways at all Air

13、Force and Air National Guard installations. 2. DEVIATIONS. Prior approval of Headquarters, United States Air Force, and the Chief, National Guard Bureau, is required for markings other than those specified herein. 3. GEXERAL REQUIREMENTS. Nl compliance with the standards outlined herein is required

14、when runways and taxiways are to be marked or re-marked. Air Force Commanders of major air commands and the Chief, National Guard Bureau, have been delegated authority to determine the degree to which markings will be applied. 4. DETAL RIQUIRI3ENTS. a. Standard. The standard to be used in the markin

15、g and re-marking of serviceable runways and taxiways is set forth in the National Standard for the Marking of Serviceable Runways and Taxiways, dated 26 August 26 August 1960, contained in EM 1110-3-314 and AFR 91-17. 1960, approved by the Air Coordinating Committee on b. Marking Materials. Paint us

16、ed for the marking and re-marking of airfieid runways and taxiways will conform to the following specifications: (i) Runways. Relfective white paint, see Interim Federal Specification TT-P-mnD) , Paint Reflective for Airfield Runway Marking (Drop-In-Type) 23 September i959 with Amendment 1 dated 4 F

17、ebruary i960 and TT-G-00490 (Navy-WS) , Granules Reflectorized, 15 January 1960. (2) Taxiways. Nonreflective ye;low paint shall consist of the pigmented binder (paint)covered by Specification TT-P-0085 (DOD) as amended. c. Application of Marking Materials Painted marking will be applied t paved area

18、s only after the pavements have been allowed to cure thoroughly. and clean prior to painting. When applying painted markings to rigid pave- ments that have been cured with a membrane-type curing compound, the curing compound must be thoroughly cleaned from the surf and to prevent undue softening of

19、the bitumen by the paint, Care will be taken to insure that the pavement surface is dry 3593 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3535787 0222043 Y85 EM UO-45-305 Appendix I 29 Apr 61 the maximum drying time requirements of the paint speci

20、fications will be strictly enforced. d. Runway Marking Requirements. Minimum markings will be the Instrumen% Runway as shown on AGA-SD2a, SD-1. determined by operational requirements of the major comand. Runways will be marked as 2 Provided by IHSNot for ResaleNo reproduction or networking permitted

21、 without license from IHS-,-,-m 3535789 0222044 333 rn APPENDIX II EM UO-45-35 29 Apr 61 Appendix II MARKING OF DECEPTIVE, CLOSED AND HAZARD AREAS ON AIRPORTS 1. GENERAL. The provisions contained herein govern the initial marking ard remarking of all deceptive, closed and hazard areas on airports at

22、 all Air Force and Air National Guard installations 2. DEVIATIONS. Prior approval of Headquarters, U. S. Air Force, and the Chief, National Guard Bureau, is required for marking other than those specified herein. 3. EXCEPTIONS. Commanders of major Air Comnds and the Chief, National Guard Bureau, are

23、 authorized to waive the provisions of these instructions for installations where the presence of highly conspicuous markings would compromise established USAF security policy. Serviceable Runways and (Taxiways. 4. REFERENCE. 91-17, National Standard for the Marking of (Also see Appendix I. ) 5. GEN

24、ERIIZ, mQJIKEMENTS Full compliance with the standards outlined herein is reqqired when marking and remarking of deceptive, closed, or hazard areas on airports, Air Force Commanders of major comands, and the Chief of the National Guard Bureau have been delegated authority to determine the areas to wh

25、ich mark$ngs will be applied. 6. DETAIL RECJJIREMIrii are not stabilized, a mark will also be placed at each end of the holding pad shoulder stabilization mea. 3.1.5 Taxivay Shoulders. 3.1.5.1 Straight Sections. On straight sectione of taxiuaCye, th shoulder stabilization will be marked with lines u

26、niforpily spaced between tl lioes locafea at the points. of tangency of curves es indicated in paragraph 3.1.4.1. of the taxiway beginning at the edge of the taxiway and extending outvsrd to a point not more then 5 feet hidENERAL. Contained herein are the details for joint spacing and pavement desig

27、n for heavy-load operational aprons, at Air Force installa- tions, which contain multiple fieling and electrical outlets. 2. KEFERENCES. a. EM 1110-45-303, Engineering and Design, Rigid Airfield Pavements, 3 February 1958. - b. Department of the Army Technical Specifications 78-24- (01, -02, -03) -5

28、4-CE and 78-28-14-55-CE and change 1. tions of these specifications will apply to subject parking apron.) (Applicable por- 3. GENERAL IQUDREMENTS. The configuration of the heavy-load opera- Location of laterals and fieling outlets tional parking apron and fieling outlet spacing will conform to that

29、in- dicated on typical USAF layouts. may be varied 2 t. plus or minus from the dimension specified on the typical USAF .plan. 4. DETAIL REQUInEMEXCS. a. Pavement Design. The pavement thickness and the layout of traffic areas-will be determined in accordance with crite- ria contained in reference 25.

30、 fieling outlet is located and adjacent slabs are contained herein. Details of the slab in which the hydrant b. Joint Layout. The joint pattern of the operational apron will be such that the hydrant fueling outlets will fall at or near the center of a slab, or at the corner of a slab. widths of pavi

31、ng lanes or an odd spacing of transverse dummy joints. This may result in odd c. Cement ConFrete Slabs. slab where the fuelina and electrical outlets are to be installed after the Blockout kthod for Installing Fueling Outlets in Portland- (1) Figures VI-1 and VI-2 show the details of a - paving work

32、 has been completed, using the blockout method. edge expansion joint will be prodded between the paving slab and the fueling-outlet structure. the outlet is located will be reinforced in accordance with reference 2a - to control cracking which may develop. A thickened In addition, the entire paving

33、slab in which (2) In some instances, the minimum 9-ft. by 12-ft. block- outs are required in the apron pavement where fueling outlets are planned but where the construction of the outlet is neither authorized nor pro- gramed. vided, and the blocked-but area will be filled with a temporary portland-

34、cement concrete slab. The slab can be removed when the fueling outlet is installed. In these instances, the 9-f%, by 12-ft. blockout will be pro- The construction of the slab containing the blockout will lue 1 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from

35、IHS-,-,-3535789 0222059 842 EM UO-45-305 Appendix VI 9 Apr 61 REINFORCEMENT PLAN - REINFORCEMENT STEEL SECTION A4 NOTE: he DENOTES THKKNE55 REQUIRED FOR TYPE C TRAFFIC AREA. PLAN AND DETAILS OF BLOCKOUT METHOD FOR INSTALLING FUELING OUTLET AT CENTER OF PCC SLAB FIGURE =-I 2 EM 11 lMb305 Provided by

36、IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3535789 0222060 564 EM 1110-45-305 Amendix VI 29 Apr 6: FOR DETAIL OF 9 I 12 BLOCKOUT I E:!, r SEE DRAWING NO. 78-24-01 I f SECTION Ad NOTE hr DENOTES THICKNESS REOUIQCD PLAN AND DETAILS OF BLOCKOUT METHOD FOR INST

37、ALLING FUELING OUTLET AT CORNER OF PCC SLAB FOR TYPE C TRAFFIC EM 11 10-4bi05 FI GU RE PI-2 3 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3535789 0222063 YTO EM iiiO-45-3U2 Appendix VI 29 Apr 61 the same a6 when the outlets are being installed (s

38、ubparagraph (1) above) The thickness of the temporary blockout slab will be the same as the thickness of the thickened edge joint (see fig. VI-3). ment will be required in the temporary blockout slab. having two thicknesses of 3/8-in. or 1/2-in. preformed filler material, will be provided between th

39、e temporary blockout slab and the surrounding slab. The two thichesses of filler material are provided to reduce the bond between the two pavements. bedded in the temporary blockout slab for future removal of the slab. The size, spacing, and installation of the anchor bolts are shown in figure VI-3,

40、 When the planned fueling outlet is authorized for construction, the temporary Fft. by U-ft, blocbut slab can be remove8 by means of cable slings and cranes. No steel reinforce- An expansion joint, Anchors with exposed eyes will be em- d. Cement Con&ete Slabs. portland-cement concrete slab with the

41、fueling and electrical outlets con- structed simultaneously as a munolithic structure. finolithic Method for Instailing Fueling Outlets in PoActland- (1) Figurea VI-4 and VI-5 show the details of the (2) !Fhe Fueling and electrical outlets will be located no closer than 3 fi. to the nearest adjacent

42、 construction or dummy groove joint, as shown in figure Vi-5. reinforced in the areas shown by figures VI& and VI-5 with 0.05 percent steel. for the type C traffic area of the parking apron. The reinforcing steel will conform to the standards set forth in reference 2a. (3) The paving slab in which t

43、he outlets are located will be The percentage of steel will be based irpon the required thickness - (4) The pavement in the slab containing the outlets will be (5) The slope and grooves adjacent to the fieling and thickened as shown by figures VI-4 and VI-5. electrical outlets will extend uniformy o

44、n each side of these facilities as shown in figures VI-4 and VI-5. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-H 3535789 0222062 337 a EM lllo-u-305 Appendir VI SLAB LENGTH - 1i -LONGITUDINAL JOINT A w I ir 12 o“ - - nt EXPANSION JOINT 1 1 / LONG

45、ITUDINAL JOINT A It c PLAN OF SLAB WITH TEMPORARY 9 X 12 BLOCKOUT I SECTION A-A LOOP MADE FLUSH SECTION B-B SECTION CC PLAN AND DETAILS OF TEMPORARY PCC SLAB AND PULLOUT ANCHORS FOR HYDRANT PITS NOTE: h, DENOTES THICKNESS REQUIRED FOR TYPE C TRAFFIC AREA. EM 1110-45305 FI GU RE PI-3 5 Provided by IH

46、SNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-EM lllO-Ii5-3OS Appendix VI: 29 Awi 61 3515789 O222063 273 M CONSTRUCTION JOINT PROVIDE DRAIN CHANNELS 3% X 6“ RAISED PAVE- MENT ONLY REINFORCEMENT STEEL (u . I - - I CONSTIWCTIW JOINT- 4 a PLAN - c- 250“ 1 SECTION A

47、-A NOTE: k DENOTES THICKNESS REQUIRED FOR TYPE C TRAFFIC AREA. PLAN AND DETAILS OF MONOLITHIC PCC SLAB FOR CORNER LOCATION OF FUELING OUTLET FIGURE P-4 6 3620 EM 1110-4bS Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-EM ili0-!.5-305 Appendix VI 29 Apr 61 EM 1110-4b305 7 FIGURE m-5 l.l/ SECTION A-A NOTE: hc DENOTES THICKNESS REQUIRED FOR TYPE C TRAFFIC AREA. PLAN AND DETAILS OF MONOLITHIC PCC SLAB FOR CENTER LOCATION OF FUELING OUTLET 362 I Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-