Buckling constraint type steel-beam-and-column end-plate connection joint and steel structure building
A technology of buckling constraints and connecting nodes, which is applied in the direction of protective buildings/shelters, buildings, building types, etc., can solve the problem that connecting bolts are susceptible to tensile damage, reduce the number of connecting bolts, improve ductility and energy dissipation capacity Effect
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example 1
[0044] Example 1: if figure 2 As shown, the end of the flange connecting plate 31 adopts an enlarged cross-section, the weakened area 33 in the middle of the flange connecting plate 31 adopts a mixed cutting method of circular arc and straight line, and the first group of bolt holes 312 are staggered.
example 2
[0045] Example 2: if image 3 As shown, the end of the flange connecting plate 31 adopts a non-expanded section form, the weakened area 33 in the middle of the flange connecting plate 31 adopts a mixed arc and straight line cutting, and the first group of bolt holes 312 are arranged side by side.
example 3
[0046] Example 3: if Figure 4 As shown, the end of the flange connecting plate 31 adopts a non-expanded section form, the weakened area 33 in the middle of the flange connecting plate 31 adopts a straight line cutting method, and the first group of bolt holes 312 are arranged side by side.
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