本圖集適用于抗震設防烈度不大于8度（0.2g），門式剛架跨度為15m、18m、21m、24m、27m、30m和36m，柱距為6m、7.5m和9m，檐口高度為4.8m、6m、8.4m，屋面坡度為1/15，輕型屋面和輕型外墻的單跨封閉雙坡門式剛架。房屋的屋面和外墻采用壓型鋼板或夾芯板的有檁體系和輕型鋼框板無檁體系。
目錄······6
編制說明······10
焊縫圖例······15
15m跨4.8m柱高構件布置示意圖······16
15m跨6.0m柱高構件布置示意圖······17
18m跨6.0m柱高構件布置示意圖······18
18m跨8.4m柱高構件布置示意圖······19
21m跨6.0m柱高構件布置示意圖······20
21m跨8.4m柱高構件布置示意圖······21
24m跨6.0m柱高構件布置示意圖······22
24m跨8.4m柱高構件布置示意圖······23
27m跨6.0m柱高構件布置示意圖······24
27m跨8.4m柱高構件布置示意圖······25
30m跨6.0m柱高構件布置示意圖······26
30m跨8.4m柱高構件布置示意圖······27
36m跨6.0m柱高構件布置示意圖······28
36m跨8.4m柱高構件布置示意圖······29
15m跨剛架選用表（高度：4.8m）······30
15m跨剛架選用表（高度：6.0m）······31
18m跨剛架選用表（高度：6.0m）······32
18m跨剛架選用表（高度：8.4m）······33
21m跨剛架選用表（高度：6.0m）······34
21m跨剛架選用表（高度：8.4m）······35
24m跨剛架選用表（高度：6.0m）······36
24m跨剛架選用表（高度：8.4m）······37
27m跨剛架選用表（高度：6.0m）······38
27m跨剛架選用表（高度：8.4m）······39
30m跨剛架選用表（高度：6.0m）······40
30m跨剛架選用表（高度：8.4m）······41
36m跨剛架選用表（高度：6.0m）······42
36m跨剛架選用表（高度：8.4m）······43
GJ-15-4.8-1詳圖······44
GJ-15-4.8-2詳圖······45
GJ-15-4.8-3詳圖······46
GJ-15-4.8-4詳圖······47
GJ-15-4.8-5詳圖······48
GJ-15-4.8-6詳圖······49
GJ-15-6.0-1詳圖······50
GJ-15-6.0-2詳圖······51
GJ-15-6.0-3詳圖······52
GJ-15-6.0-4詳圖······53
GJ-15-6.0-5詳圖······54
GJ-15-6.0-6詳圖······55
GJ-18-6.0-1詳圖······56
GJ-18-6.0-2詳圖······57
GJ-18-6.0-3詳圖······58
GJ-18-6.0-4詳圖······59
GJ-18-6.0-5詳圖······60
GJ-18-6.0-6詳圖······61
GJ-18-8.4-1詳圖······62
GJ-18-8.4-2詳圖······63
GJ-18-8.4-3詳圖······64
GJ-18-8.4-4詳圖······65
GJ-18-8.4-5詳圖······66
GJ-18-8.4-6詳圖······67
GJ-21-6.0-1詳圖······68
GJ-21-6.0-2詳圖······69
GJ-21-6.0-3詳圖······70
GJ-21-6.0-4詳圖······71
GJ-21-6.0-5詳圖······72
GJ-21-8.4-1詳圖······74
GJ-21-8.4-2詳圖······75
GJ-21-8.4-3詳圖······76
GJ-21-8.4-4詳圖······77
GJ-21-8.4-5詳圖······78
GJ-21-8.4-6詳圖······79
GJ-24-6.0-1詳圖······80
GJ-24-6.0-2詳圖······81
GJ-24-6.0-3詳圖······82
GJ-24-6.0-4詳圖······83
GJ-24-6.0-5詳圖······84
GJ-24-6.0-6詳圖······85
GJ-24-8.4-1詳圖······86
GJ-24-8.4-2詳圖······87
GJ-24-8.4-3詳圖······88
GJ-24-8.4-4詳圖······89
GJ-24-8.4-5詳圖······90
GJ-24-8.4-6詳圖······91
GJ-27-6.0-1詳圖······92
GJ-27-6.0-2詳圖······93
GJ-27-6.0-3詳圖······94
GJ-27-6.0-4詳圖······95
GJ-27-6.0-5詳圖······96
GJ-27-6.0-6詳圖······97
GJ-27-8.4-1詳圖······98
GJ-27-8.4-2詳圖······99
GJ-27-8.4-3詳圖······100
GJ-27-8.4-4詳圖······101
GJ-27-8.4-5詳圖······102
GJ-27-8.4-6詳圖······103
GJ-30-6.0-1詳圖······104
GJ-30-6.0-2詳圖······105
GJ-30-6.0-3詳圖······106
GJ-30-6.0-4詳圖······107
GJ-30-6.0-5詳圖······108
GJ-30-6.0-6詳圖······109
GJ-30-8.4-1詳圖······110
GJ-30-8.4-2詳圖······111
GJ-30-8.4-3詳圖······112
GJ-30-8.4-4詳圖······113
GJ-30-8.4-5詳圖······114
GJ-30-8.4-6詳圖······115
GJ-36-6.0-1詳圖······116
GJ-36-6.0-2詳圖······117
GJ-36-6.0-3詳圖······118
GJ-36-6.0-4詳圖······119
GJ-36-6.0-5詳圖······120
GJ-36-6.0-6詳圖······121
GJ-36-6.0-X 柱腳詳圖······122
GJ-36-8.4-1詳圖······123
GJ-36-8.4-2詳圖······124
GJ-36-8.4-3詳圖······125
GJ-36-8.4-4詳圖······126
GJ-36-8.4-5詳圖······127
GJ-36-8.4-6詳圖······128
GJ-36-8.4-X 柱腳詳圖······129
剛架傳給基礎的力（設計值）······130
節點圖······132
