《浙江省城市建筑工程停车场(库)设置规则和配建标准》DB331021-2013.pdf

Standards for planning parking lots (garages) In urban architectural engineering 2013 i 2012192 1 2 :238310007 ii 1 1 2 2 3 4 4 6 4.1 6 4.2 8 4.3 10 4.4 11 4.5 14 4.6 15 4.7 16 5 17 A 23 25 iii Contents 1 General Provisions 1 2 Terms 2 3 Basic Requirements 4 4 Set of Rules 6 4.1 Entrance/Exit of Bases Design 6 4.2 Layout of Bases Design 8 4.3 Entrance/Exit of Accessory Parking Lots garagesDesign 10 4.4 Motorized Vehicle Parking Area Design 11 4.5 Mechanical Parking Garages Design 14 4.6 Non- Motorized Vehicle Parking Area Design 15 4.7 Traffic Devices and Safety of Bases 16 5 Parking Standard 17 Appendix A Classification of Mechanical Parking Systems 23 Explanation of Wording in This Code 25 1 1 1.0.1 1.0.2 1.0.3 1.0.4 2 2 2.0.1 urban architectural engineering 2.0.2 bases 2.0.3 entrance/exit of bases 2.0.4 parking lots 2.0.5 parking garages 2.0.6 accessory parking lots garages 2.0.7 public parking lots garages 2.0.8 Ramp garage 2.0.9 mechanical parking garages 2.0.10 mechanical parking system capacity 2.0.11 single vehicle maximum time of entrance for mechanical parking system 3 2.0.12 driveways of parking lots garages 2.0.13 Transition slope 2.0.14 clear height of garage 2.0.15 bicycle parking rack 2.0.16 public parking space 2.0.17 big city 50 2.0.18 medium city 2050 2.0.19 town 20 2.0.20 analysis of effects on traffic 4 3 3.0.1 () 3.0.2 3.0.3 3.0.4 3.0.5 3.0.6 3.0.7 3.0.8 3.0.6 3.0.8 3.5 18 2.5 4.0 2.5 12 2.5 4.0 2.0 9.0 2.5 4.0 1.0 5.0 1.8 2.0 0.7 3.5 1.6 1.8 3.5 16.5 2.5 4.0 0.4 2.0 1.0 1.2 1.0 1.9 0.6 1.2 1.2 2.0 0.7 1.2 5 2.5 3.4 1.25 1.2 3.0.9 3.0.10 3.0.11 3.0.12 3.0.13 3.0.14 10% 6 4 4.1 4.1.1 4.1.2 1 100 80 2 80 70 3 50 40 4.1.3 30 1550 150(U)2%80 2% 60 4.1.4 4.1.5 7590 4.1.5 7 4.1.5 4.1.6 711 57 4.1.7 2.5% 4.1.8 100 5030 4.1.9 4.1.10 4.1.11 1 1001 2 1005002 3 50010003 4 10004 4.1.12 U 4.1.13 12 4.1.14 8 4.2 4.2.1 6.0 5.05.0 8.06.08.5 8.06.0 10.5 7.0 412121818 4.2.2 4.2.3 4.2.4 4.012.0 4.2.5 4.2.6 15 10 4.2.7 U 4.2.8 4%8% 4.2.9 4.2.9 9 4.2.9 3.0 2.0 3.0 2.0 5.0 2.5 2.0 1.5 2.0 1.5 1.5 1.5 4.2.10 4.2.11 10 4.3 4.3.1 () 4.3.2 12 6 U 4.3.3 4.3.4 1 100 25 2 100300 3 300500 4 5004001300 500 5 25 11 4.4 4.4.1 JGJ100- 98 4.4.2 4.4.3 4.4.4 1 5.0 7.06.0 8.0 2 6.0 4.0 3 7.0 5.0 4.4.5 5.0 8.5, 10.5 4.4.6 4.4.6 4.4.6 1.2 2.4 1.0 1.0 0.6 1.0 0.3 0.4 12 0.5 0.5 0.6 1.0 4.4.7 4.4.7 4.4.7 % % % 10.0 8.0 15.0 12.0 4.4.8 10% 3.61/22.4 20 4.4.9 4.4.9 4.4.9 4.2 2.2 4.4.10 26 85 4.4.11 8 4.4.12 2080 4.4.13 1.2 4.4.14 1.2 4.4.14 13 4.4.14 1:20 1:16 1:12 1:10 1:8 1.20 0.90 0.75 0.60 0.30 24.00 14.40 9.00 6.00 2.40 4.4.15 GB507632012 14 4.5 4.5.1 4.5.2 60% 4.5.3 1.52 4.5.4 4.5.4 4.5.4 35- 170 60- 130 45- 210 30- 110 4.5.5 4.5.5 4.5.5 343 12130 550 121000 1040 756 646 13 4.5.6 4.5.7 25 2 4.5.8 15% 4.5.9 23 2360 7.0 15 4.6 4.6.1 4.6.2 4.6.3 300 30012001200 4.6.4 2.5 20%30 4.6.5 1.51.8 1.82.01.21.51.2 4.6.6 2.0 4.6.7 16 4.7 4.7.1 GB5768- 2009 DB33/T818- 2010 4.7.2 GB50688- 2011JGJ100- 98 4.7.3 4.7.3 4.7.3 km/h 20 15 10 m 20 15 10 4.7.4 17 5 5.0.1 5.0.1 5.0.1 20 2050 50 5.0.2 5.0.2 5.0.2 / / 200m2 2.0 2.0 1.8 - 140 m210000m2) 0.7 0.8 1.0 1.8 3.0 (1000m210000m2) 0.9 1.0 1.2 1.6 5.0 0.7 0.9 1.2 2.0 2.0 0.3 0.4 0.5 2.5 5.0 5.0.5 5.0.5 5.0.5 /100m2 / 100m2 4000m2 1.5 1.7 2.0 1.8 1.8 2 1.3 1.4 1.5 1.8 2.0 5.0.6 5.0.6 5.0.6 / / 0.7 0.7 0.7 0.7 - 0.5 0.5 0.5 0.5 - 5.0.75.0.7 19 5.0.7 / / ()(700) 3.0 4.0 6.0 3.0 25 ()(0) 2.5 3.0 5.0 3.0 25 5.0.85.0.8 5.0.8 /100m2 0.5 0.7 0.9 1.0 2.5 / 6.0 7.0 8.0 2.0 15 5.0.95.0.9- 15.0.9- 2 5.0.9- 1 20000 3000 5.0.9- 2 / - 4.0 5.0 - 25 2.5 3.5 4.0 - 25 /100 m2 1.0 1.2 1.4 - 2.5 : 30% 5.0.105.0.10 20 5.0.10 /100m2 /100m2 0.4 0.6 0.8 1.0 3.0 5.0.115.0.11 5.0.11 () /100m2 0.8 1.0 1.2 2.0 5.0 / 0.1 0.15 0.3 0.3 0.5 /100m2 0.6 0.8 1.0 1.4 - - /100m2 0.2 0.4 0.5 2.0 2.5 /100m2 0.4 0.4 0.4 1.0 - 5.0.125.0.12 5.0.12 / / 20 25 30 60 / / 18 25 25 60 / 0.6 0.6 0.8 2 / / 18 25 25 30 / 1.2 1.2 1.2 3 / / 15 15 15 30 / 0.8 0.8 1.0 5 5.0.12 5.0.135.0.13 21 5.0.13 /100m2 /100m2 0.2 * 1.2 0.1 * 2.2 0.2 * 0.2 *30% 5.0.145.0.14 5.0.14 /100m2 /100m2 0.3 * 0.6 0.8 * 0.6 0.4 * 0.4 *70% 22 5.0.155.0.15 5.0.15 30000 m213 100132001 5000 m21310000 m2 1615000 m21 100131501 10000 m21315000 m2 1 3000 m21 3000 m21 5000 m21 3001 2001 5000 m21 10001 50161001 100021000 33 5000 m21 10001 10000 m21 502251 503005300 5008500 2% 3.0.6 23 A A1 A1.0.1 A1.0.2 A1.0.3 A1.0.4 A2 A2.0.1 A2.0.2 A2.0.3 () A2.0.4 24 25 1 1 2 3 4 2 Standards for planning parking lots (garages) In urban architectural engineering i 1 1 3 3 4 5 4.1 5 4.2 7 4.3 8 4.4 8 4.5 10 4.6 11 4.7 11 5 13 ii Contents 1 General Provisions 1 3 Basic Requirements 3 4 Set of Rules 5 4.1 Entrance/Exit of Bases Design 5 4.2 Layout of Bases Design 7 4.3 Entrance/Exit of Accessory Parking Lots garagesDesign 8 4.4 Motorized Vehicle Parking Area Design 8 4.5 Mechanical Parking Garages Design 10 4.6 Non- Motorized Vehicle Parking Area Design 11 4.7 Traffic Devices and Safety of Bases 11 5 Parking Standard 13 1 1 1.0.1 1.3- 1.5 75%- 85% 2005 (DB33/1021- 2005) 15%20% 5- 10 1.0.2 1.0.4 19921230 2 CJJ/T141- 2010 CJJ37- 2012GB50688- 2011 GB50180- 932002JGJ100- 98 GJJ15- 87CJJ152- 2010 GB50763- 2012GB5768- 2009 () 3 3 3.0.3 3.0.4 3.0.5 3.0.6 3.0.3 3.0.7 3.0.5 3.0.8 3.0.6 JTGB01- 20032.0.12.0.2 JGJ100- 98()2010 DGJ08- 7- 2006 4 3.0.8- 1 I 3.5 1.6 1.8 II 4.8 1.8 2.0 III 7.0 2.1 2.6 IV 9.0 2.5 3.2 V 10.0 2.5 4.0 VI 12.0 2.5 3.2 1.9 0.6 1.2 12 21.2 3 4JGJ100- 98 3.0.8- 2 3.5 18 2.5 4.0 2.5 12 2.5 4.0 2.0 8.7 2.5 4.0 1.0 5.0 1.8 1.6 0.7 3.2 1.6 1.8 1.0 1.9 0.6 1.15 1.5 2.0 1.0 1.2 2.5 3.5 2.5 1.2 1.2 2.0 0.8 1.15 3.0.8- 3 JTGB01- 2003 6 1.8 2 0.8 3.8 1.4 12 2.5 4 1.5 6.5 4 16 2.5 4 1.2 4+8.8 2 3.0.9 3.0.10 3.0.11 3.0.13 3.0.14 5 4 4.1 4.1.1 4.1.2 (DB33/1056- 2008) S 70m+30m60m+20m30m+20m 4.1.3 (CJJ37- 2012)() 4.1.4 6 4.1.4- 1 4.1.4- 2 4.1.6 305.5 302 4.1.7 (CJJ37- 2012) 4.1.8 4.1.9 4.1.11 7 4.1.13 4.2 4.2.1 4.2.2 4.2.3 4.2.4 4.2.5 4.2.6 4.2.7 180U 6 8 4.2.7 U 4.2.8 10% 4.2.9 4.2.9GB50180-932002 4.2.11 4.3 4.3.14.3.2 4.3.4 (JGJ100- 98) 4.4 () 4.4.1 2008107 9 (JGJ100-98) 4.4.2 () 304560 4.4.4 4.4.64.4.74.4.84.4.9 (J