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