A hitectural and technical code for biosafety laboratories GB

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1 UDC GB Architectural and technical code for biosafety laboratories

2 A hitectural and technical code for biosafety laboratories GB

3 1214 GB , , , , , (3), , 5.3.5, , 6.3.2, 6.3.3, 7.1.2, 7.1.3, 7.3.3, 7.4.3, 8.0.2, 8.0.3, GB

4 -14 -At ] 43 GB ab 2 ABSL2b2 3 4 ; ABS 3b2 8

5 9 ; ), A*

8 , 3 38 A B C D

9 Contents I General Provisions. 1 2 Terrns Classification, Type and Technical Specifications of Biosafety I-boratories Classification of Biosafety IJaboratories Type of Biosafety Laboratories Specifications for BiosafetyLaboratories Architecture, Decoration and Structure Architecture Requirements Decoration Requirements Structure Requirements Air Conditioning, Ventilating and Air Cleaning General Requirements Air Supply System Air Exhaust System Air-flow Distribution Components and Materials of Air Cleaning System Water Supply, Drainage and Gas Supply General Requirements Water Supply Drainage Gas Supply Electrical System Power Distribution I.ighting... 23

10 7. 3 Automatic Control...o Security System Communications Fire Prevention Construction and Installation General Requirements Architecture and Decoration Air Conditioning and Cleaning Jaboratory Equipment Inspection and Acceptance Inspection of Project On site Inspections of Biosafety Equipment Acceptance of Project Appendix A Record Chart for Biosafety IJaboratory Test Appendix B Record Chart for Biosafety Equipment On-Site Inspection Appendix C Evaluation Items for Acceptance of Biosafety I-boratory Project Appendix D On-site IJeakage Test for HEPA Filter by Efficiency Method Explanation of Wording in This Code List of Quoted Standards Addition: Explanation of Provisons

12 primary barrier secondary barrier 2.0.3biosafety laboratory laboratory containment area non-contamination zone main room 2.0.7buffer room individually ventilated cage (IVC)

13 2.0.9animal isolated equipment airtight door waste water of biohazard cleanliness class ;.im35200m m3 1 Ìm 8320 /m m3 5 Ìm293 /m /m cleanliness Class m352000m m3 1 m /m /m3 5 m2930 m /m at-rest comprehensive performance judgment

14 BSL-1, BSI 2, BS 3, BSI 4 ABSI, ABSL-2, ABSI 3, ABS

15 3.' aba bbl b n

16 9L0N1 r 19 a 4kn a io a, 49 N \ Z- wh -1. W K- 0 to o ' I Q d N e4# $ani e Asti. SR di mk ON M O 0 0 Q u 0Vr OV 0yr OV/ O M O 0 M O O M 1 f 1 Y N 0 0 Q 2 N b U O / 31 \ r Fh Tr N U im R M _ :14 i 70 1 O U, U, 1 m -W $1.0RE 4< 00 0I 0 0 I 39, a t i 9 O l I, I ad W a V ame 0 c M M m IV N M 1, 19

17 3.3.3 h) [db(a)7 (lx) (Pa) G < ^ C ^-26 G < G < ABSL ^-26 < dB(A)

18 BSI 3 a BS 3 bl ABSI 3

19 ABSL-3b m, 2.2m, ABS

20 ABSL3, ABSI mm-3mm 30mm ABSI 2abiBSI 2 ABSIL-2 b ABSI 3 b

21 ) GB GB

22 GB kN/m2

23 IIIm m R IIHI II BlII A2 III B abl b2

24 I U m BSL3 14

25 5.2.4 A] bl (m/s) I A l A II B B

26 m 2m 20m, ABS

27 lm0. 15m 0. 6m lm/s, GB/T 13554B Om/s, Pa 2%.

28 6 7

29 ABSL

30 m ABSL ABSL-2

31 min/ 6.4.5

32 6.4.6

33 BS 3 ABSL-3abl 30min A] L-3b

34 min

35 J

36 7.5.2

38 mm, 9.2.7

39 mm VR mm 300mm,

41 A b2 GB c

42 , , , , , , , ] GB 50591GB ABS 3 b

43 4BSL-3 ABSL3 abl m 4000pc/IJ 3pc/L )) GB D 6 GB % D

44 1b2 2 GB GB GB Ivc B 1

45 II m Ivc

46 II 0. 15m 0. 15m 0. lm m. 38cm 0. 15m 20cm 25cm m

47 0. 3m 1. lm m 0. 15m % l 10cm-15cm [

48 I 0. 7m/s

49 C C 1 2 3

50 A A. 0.1 A. 0.1 A. 0.2 A A. 0.3 A A. 0.4 A.0.4 A. 0.5 A.0.5 A. 0.6 A A. 0.7 A A. 0.8 A A. 0.9 A. 0. 9

51 A

52 A

53 A.0.31 m Pa) 4 3

54 A. 0.4 m/s (m3/h) 4 4

55 A. 0.5 Pc/ ) 4 5

56 A

57 A.0.7 [db(a)] 4 7

58 A.0.8 lx) 4 8

59 A

60 B B. 0.1 B. 0.1 B B. 0.3 B. 0.3 B. 0.4 B. 0.4 B B. 0.6 B. 0.6

61 0.1 51

62 m/s) m/s) m! m/s) ] m/s) m/s) 5 2

63 R0.3 pc/ ) Ìm >-5tAm 0.5 Ìm 5 Ìm 0.5 Ìm >, 5 Ìm 0.5 Ìm >, 5 Ìm 0.5 Ìm >5 Ì m db(a) ] db(a) I I lx) 5 3

65 B m m/s) m/s) m/s) 5 5

66 R Pa) Pa) Pa) Pa) 5 6

67 C C. 0.1 C. 0.2C. o. 2 C <20% 1^-3 <20 % 0 >,20 ã%a 3 C. 0.3C. 0.3 C.0.3 W I i a i M ] * 1>r- 20m U M m m m V 1 V ' 5 7

68 5 8 C.O A S 3b2 2. 6m 2.2m ABSL-4 I?"]T ll-& lam am 7

69 C I / =01Q9 18 I / mm ^'3mm 30mrn ABSL-2 ablbsl-2 ABSL2 b

70 C v v 27 V I / 2 8 AB81 3 b2 I / V I / I / I / 3 7 I / V kN/m2 6 0

71 C V V V V 41 V V V V 42 V V V V 4 3 V v V V 4 4 b2 V V 4 5 V V V V V V 4 7 V V 48 V V V I 4 9 V V I 5 0 V V V V 51 V v v d

72 C. 0.3 = i s BSL-3 V ABSL-3 V V V V 57 V V IT& t I I / V V V!' '3? V m 2m ABSL-4 V V I /

73 3 i C = i f v I / I / v 6 8 V A 0. lm. 15m V V I / V. 0.6m lm/s 70 V. 71 V V. GB/T 13554B V. V V. 6 3

74 C. 0.3 = i s v v v v 76 I / v v 7 7 v v v 7 8 v v v v v v V v ABSL-3 v v v v V V v I / V v v V V V v v v 8 6 V 1 v

75 87 92 C. 0.3 ABSL-3 v v v v v v v I / v v v v v v. ; v v v v V v 9 3 v v v 9 4 v v 9 5 v v v ABSI.-2 v v v v v v 6 5

76 CO. 3 v 102 I / M 1 V V V V IV V V V V V V V V 60 n/ V V V V V V V V

77 C V 111 BS 3 ABSL-3a bl 30min ABS 3b2 112 v V 113 v I / v V V I / I / 30min I / 6 7

78 123 C. 0.3 = i s I / 121 I / V 122 V 6 8 V I / 124 I / I / 125 I / V 126 I / I / V V V I /

79 C. 0.3 * K t * ik A * I A* T L I P * A, # L ax ã"f ) mm AM I x Jx i 7,- - A"I f ft T i f TR ( J i 129 I 130 I I R

80 C i I'll I -a Ia m a m. I

81 C mm 4v v V V V I / V v v V1 V v 1 I / V 162 I / I / v I / I / I / v 71

82 C mm 300mm = 4 9 I / I / V v 7 I / 172 I / v V I / v I / I / 177 I / V 178 I / V v I / V 180 I / V 181 V

83 C V 183 V V 184 I / v v 187 v Ivc I / I / 73

84 D D.1 D Ìm D.1.2 (DOP), (DOS)a (PAO D.1.3 Laskin D. 2 D cm 9D.2.1); 2 3 lmin 39 mwr D. 2.1a' Lmmc -h ii Iril -V-- L 20 D. 2.2 D lmin 5

85 10 D. 3 D mm mm D. 3. la) D. 3. lb) 2 3 lmin 9 e t s mm ( a b ) X D. 3.1

86 20 D. 4 D Ìm-0.5 Ìm D D L 3 C. Cd3 D (1-CdCux100 % E C (D.4.4-1)

87 Cd 2 95 E95 %mi (D ) E95% n C d.95% m ax)x 100% C1 u.95% nin E95 %min 95 C u, 95 %min95 CuD.4.4 Cd.95%ma 95 CdD.4.4 D %max C 95 0 o min C 95%min 95 %max ' (n>100) n n+1. 96c 9500 D Ìm-0. 5 m 7 7

88 E95E95/ D C D Cu,95"nmin a 2 95Cu.95/ 0.01%) D Cd.95%min o 3 Cd 3Cd 4 Cd < Cd.95/mi D. 5 D mg/min; Ìm 0. 7 m 10 Ìg/IJ- 90 g/l. D % 3min

89 D.5.3 D

90 1 1) 2) 3) F 4) 2

91 GB GB GB GB GB )) GB GB/T 13554

93 GB

94 GB GB a b 2 ABSL-2b2 3 4 ;5 ;6 7ABS 3b n

95 ; 12

98 GB

99 GB GB GB GB GB GB GB GB GB GB GB GB GB50223 GB GB50015 GB GB 8978 GB GB GB50029 GB GB GB GB GB GB GB GB GB GB50045

100 GB GB GB GB19489 GB/T6165 GB/T GB/T JGJ 16 YY/T 0186 JG 170

101 Ivc "P3 GB , GB m 5 Ìm

102

103 GB BSLBiosafety Level ABSL (A Animal a GB ; bl GB ; b2 GB GB

104 blb GB

105 3.3.5

106 m" 20m" BS 3 a bl BS 3 a ABSL

107 4.1.6 ABSI 3b m 2.2m 2. 2m, BSI ABSL4 ABSL

108

109 1.05m PVC

110 1 2 A A I B C I D I E

111 GB )) GB

112 CCU tft b

113 ABS

114 m 5.2.3BS ABSI

115 ABSL

116

117 m 0. 6m, a

118 108

119 PP-R)PP-B), CPVC L 109

120 6.1.4 GB 16912, MPa0. 25MPa

121 BSL-3 ABSL

122 30m

123 mm

124

125 min

126 BSI 3 ABSI 3bi ABSL3b2 ABSL-3b2 ABS 3b2 116

127 7.1.4.GB

128

129

130

131

132

133 GB GB

134

135 ,

136 GB

137 Pa-1600Pa 200mm

138

139 ISO Ivc

140 ISO B % 130

141 GB GB (Bagin Bagout Ivc

142 m/s 0. 2m 0. 2m 0. 15m m/s0. 5m/s lm/ s 0. 5m/s 8cm GB 50591, Olx

143 lh.3 ãc 1C 10OPa1000Pa, 25OPa JG

144

非固化橡胶沥青防水涂料施工技术规程_征求意见稿2014-11-17.doc

非固化橡胶沥青防水涂料施工技术规程_征求意见稿2014-11-17.doc ICS 备案号 : 北京市地方标准 DB11/ 2014 非固化橡胶沥青防水涂料施工技术规程 Construction technical specification of rubberized Asphalt non-solidify waterproof gel ( 征求意见稿 ) 2014- - 发布 2014- - 实施北京市