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建筑边坡工程技术规范GB50330-2002.pdf

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建筑 工程技术 规范 GB503302002
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1 UDC P GB 50330 2002 Technical code for building slope engineering 2002 05 30 2002 08 01 2 Technical code for building slope engineering GB 50330-2002 : : :2002 8 1 2002 3 [2002]129 [2002] 85 GB 50330 2002 2002 8 1 3.2.2 3.3.3 3.3.6 3.4.2 3.4.9 4.1.1 4.1.3 15.1.2 15.1.6 15.4.1 2002 5 30 4 [2002]85 7 16 7 31 400015 5 1 8 2 9 2.1 9 2.2 11 3 13 3.1 13 3.2 13 3.3 14 3.4 16 3.5 17 3.6 18 4 20 4.1 20 4.2 20 4.3 22 4.4 22 4.5 23 5 25 5.1 25 5.2 25 5.3 26 6 28 6.1 28 6.2 28 6.3 30 6.4 32 7 33 6 7.1 33 7.2 33 7.3 36 7.4 37 7.5 38 8 40 8.1 40 8.2 40 8.3 42 8.4 43 9 44 9.1 44 9.2 44 9.3 45 9.4 46 10 47 10.1 47 10.2 47 10.3 48 10.4 49 11 50 11.1 50 11.2 50 11.3 50 11.4 51 12 52 12.1 52 12.2 52 12.3 53 12.4 54 7 13 55 13.1 55 13.2 57 14 59 14.1 59 14.2 59 15 60 15.1 60 15.2 60 15.3 61 15.4 61 15.5 62 16 63 16.1 63 16.2 63 16.3 65 A 66 B 68 C 70 C.1 70 C.2 71 C.3 72 D 73 E 74 F 75 G 78 8 1 1.0.1 1.0.2 1.0.3 1.0.4 30m 15m 1.0.5 GB50068 2001 GBT 50083 97 1.0.6 GB50009 GB50011 GB50007 GB50021 GB50010 9 2 2.1 2.1.1 building slope 2.1.2 slope retaining 2.1.3 slope environment 2.1.4 permanent slope 2 2.1.5 temporary slope 2 2.1.6 anchor bar rope 2.1.7 retaining wall with anchors 2.1.8 anchor-plate retaining 2.1.9 gravity retaining wall 2.1.10 counterfort retaining wall 2.1.11 slope ratio method 10 2.1.12 landslide due to engineering 2.1.13 dangerous rock 2.1.14 collapse 2.1.15 weak Structural plane 2.1.16 out-dip structural plane 2.1.17 landslipe Zone of slope 2.1.18 the equative angle of internal friction 2.1.19 construction method from information 2.1.20 method of information design 2.1.21 topdown construction method 2.1.22 anchored bar in soil 2.1.23 anchored bar in rock 2.1.24 system of anchor bars 11 2.1.25 important construction on top of slope 2.2 2.2.1 e ok e ak e pk e hk E O E a E Pk E hk G K 0 K a K p H tk N ak N a 2.2.2 E K v C C s s e 12 r r r sat f rb f b f r f t f y f py f v 2.2.3 b H d D l a l f a a 0 2.2.4 r o r Q K s 1 2 3 v c 1 2 13 3 3.1 3.1.1 3.1.2 3.1.2 3.1.2 3.1.3 A 3.1.4 5m 5m 3.2 3.2.1 3.2.1 3.2.1 H 30 15 H 30 H 15
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