本图集适用于抗震设防烈度不大于8度（0.2g），门式刚架跨度为15m、18m、21m、24m、27m、30m和36m，柱距为6m、7.5m和9m，檐口高度为4.8m、6m、8.4m，屋面坡度为1/15，轻型屋面和轻型外墙的单跨封闭双坡门式刚架。房屋的屋面和外墙采用压型钢板或夹芯板的有檩体系和轻型钢框板无檩体系。
目录······6
编制说明······10
焊缝图例······15
15m跨4.8m柱高构件布置示意图······16
15m跨6.0m柱高构件布置示意图······17
18m跨6.0m柱高构件布置示意图······18
18m跨8.4m柱高构件布置示意图······19
21m跨6.0m柱高构件布置示意图······20
21m跨8.4m柱高构件布置示意图······21
24m跨6.0m柱高构件布置示意图······22
24m跨8.4m柱高构件布置示意图······23
27m跨6.0m柱高构件布置示意图······24
27m跨8.4m柱高构件布置示意图······25
30m跨6.0m柱高构件布置示意图······26
30m跨8.4m柱高构件布置示意图······27
36m跨6.0m柱高构件布置示意图······28
36m跨8.4m柱高构件布置示意图······29
15m跨刚架选用表（高度：4.8m）······30
15m跨刚架选用表（高度：6.0m）······31
18m跨刚架选用表（高度：6.0m）······32
18m跨刚架选用表（高度：8.4m）······33
21m跨刚架选用表（高度：6.0m）······34
21m跨刚架选用表（高度：8.4m）······35
24m跨刚架选用表（高度：6.0m）······36
24m跨刚架选用表（高度：8.4m）······37
27m跨刚架选用表（高度：6.0m）······38
27m跨刚架选用表（高度：8.4m）······39
30m跨刚架选用表（高度：6.0m）······40
30m跨刚架选用表（高度：8.4m）······41
36m跨刚架选用表（高度：6.0m）······42
36m跨刚架选用表（高度：8.4m）······43
GJ-15-4.8-1详图······44
GJ-15-4.8-2详图······45
GJ-15-4.8-3详图······46
GJ-15-4.8-4详图······47
GJ-15-4.8-5详图······48
GJ-15-4.8-6详图······49
GJ-15-6.0-1详图······50
GJ-15-6.0-2详图······51
GJ-15-6.0-3详图······52
GJ-15-6.0-4详图······53
GJ-15-6.0-5详图······54
GJ-15-6.0-6详图······55
GJ-18-6.0-1详图······56
GJ-18-6.0-2详图······57
GJ-18-6.0-3详图······58
GJ-18-6.0-4详图······59
GJ-18-6.0-5详图······60
GJ-18-6.0-6详图······61
GJ-18-8.4-1详图······62
GJ-18-8.4-2详图······63
GJ-18-8.4-3详图······64
GJ-18-8.4-4详图······65
GJ-18-8.4-5详图······66
GJ-18-8.4-6详图······67
GJ-21-6.0-1详图······68
GJ-21-6.0-2详图······69
GJ-21-6.0-3详图······70
GJ-21-6.0-4详图······71
GJ-21-6.0-5详图······72
GJ-21-8.4-1详图······74
GJ-21-8.4-2详图······75
GJ-21-8.4-3详图······76
GJ-21-8.4-4详图······77
GJ-21-8.4-5详图······78
GJ-21-8.4-6详图······79
GJ-24-6.0-1详图······80
GJ-24-6.0-2详图······81
GJ-24-6.0-3详图······82
GJ-24-6.0-4详图······83
GJ-24-6.0-5详图······84
GJ-24-6.0-6详图······85
GJ-24-8.4-1详图······86
GJ-24-8.4-2详图······87
GJ-24-8.4-3详图······88
GJ-24-8.4-4详图······89
GJ-24-8.4-5详图······90
GJ-24-8.4-6详图······91
GJ-27-6.0-1详图······92
GJ-27-6.0-2详图······93
GJ-27-6.0-3详图······94
GJ-27-6.0-4详图······95
GJ-27-6.0-5详图······96
GJ-27-6.0-6详图······97
GJ-27-8.4-1详图······98
GJ-27-8.4-2详图······99
GJ-27-8.4-3详图······100
GJ-27-8.4-4详图······101
GJ-27-8.4-5详图······102
GJ-27-8.4-6详图······103
GJ-30-6.0-1详图······104
GJ-30-6.0-2详图······105
GJ-30-6.0-3详图······106
GJ-30-6.0-4详图······107
GJ-30-6.0-5详图······108
GJ-30-6.0-6详图······109
GJ-30-8.4-1详图······110
GJ-30-8.4-2详图······111
GJ-30-8.4-3详图······112
GJ-30-8.4-4详图······113
GJ-30-8.4-5详图······114
GJ-30-8.4-6详图······115
GJ-36-6.0-1详图······116
GJ-36-6.0-2详图······117
GJ-36-6.0-3详图······118
GJ-36-6.0-4详图······119
GJ-36-6.0-5详图······120
GJ-36-6.0-6详图······121
GJ-36-6.0-X 柱脚详图······122
GJ-36-8.4-1详图······123
GJ-36-8.4-2详图······124
GJ-36-8.4-3详图······125
GJ-36-8.4-4详图······126
GJ-36-8.4-5详图······127
GJ-36-8.4-6详图······128
GJ-36-8.4-X 柱脚详图······129
刚架传给基础的力（设计值）······130
节点图······132
