Long-span roof truss purline
A large-span and truss technology, applied to truss structures, girders, truss beams, etc., can solve the problems of increased structural steel consumption, increased construction costs, and increased construction difficulty, achieving fast construction speed, maintaining strength and rigidity, and structural The effect of simple form
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Embodiment 1
[0020] Embodiment one: see figure 1 , Figure 3-Figure 5 , a long-span roof truss purlin according to the present invention comprises a plurality of mutually parallel truss purlin units 14 arranged on the roof, and the single truss purlin unit 14 comprises mutually parallel truss purlin units made of C-shaped cold-formed thin-walled The upper chord 1 and the lower chord 2, the web 3 made of thin-walled welded pipe arranged between the upper chord 1 and the lower chord 2, and the end supports 4 arranged at both ends of the upper chord 1 and the lower chord 3, The end support 4 includes a connection base 9 fixedly arranged at the end of the upper chord 1 and an I-shaped support 10 arranged at the bottom of the connection base 9. The lower plate of the I-shaped support 10 is connected to the lower chord 2 A corner brace 11 is arranged between them, and the web 3 is fixedly connected with the upper chord 1 and the lower chord 2 by bolts, and the web 3 is evenly arranged between t...
Embodiment 2
[0022] Embodiment two: see Figure 1-Figure 5 , the structure of this embodiment is basically the same as that of Embodiment 1, and the similarities will not be repeated. The difference is that in the large-span factory building with the middle span column, the ends of the two truss purlin units 14 are fixedly connected vertically, and The connection is provided with a cross-column support, and the cross-column support includes a connection base 9 fixedly connected to the upper chords 1 of the two truss purlin units 14 on both sides and an I-shaped support 10 arranged at the bottom of the connection base 9, Corner braces 11 are provided between the lower bottom plate of the I-shaped support 10 and the lower chords 2 of the two truss purlin units 14 .
Embodiment 3
[0023] Embodiment three: see figure 1 , figure 2 , Figure 4-Figure 6 , the structure of this embodiment is basically the same as that of Embodiment 1, and the similarities will not be repeated. The difference is that the upper chord 1 and the lower chord 2 are made of Z-shaped cold-formed thin-walled steel. The construction site can achieve better bearing effect.
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