CFST (concrete filled steel tube) arched space grid structure
A technology of concrete filled steel tube and space grid, which is applied in the direction of arched structure, dome roof structure, building components, etc., can solve the problems of high cost and large steel consumption, and achieve low construction cost, large span and low construction cost. Effect
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specific Embodiment approach 1
[0020] Specific implementation mode one: as Figure 1-8 As shown, the concrete-filled steel tube arched space grid structure of this embodiment includes multiple arched trusses 7 and multiple connecting rods 4, and each arched truss 7 includes an upper chord 1, two lower chords 2 and several webs 3. The upper chord 1 and the two lower chords 2 form an arched truss with a triangular cross-section through several webs 3, and webs 3 are arranged between the upper chord 1 and the lower chord 2, and multiple arched trusses 7 and multiple The root connecting rods 4 are connected to form a spatial grid structure, and the arched truss 7 also includes supports 5, and the two ends of the arched truss 7 are respectively provided with supports 5, and the supports 5 are connected to the foundation.
[0021] The upper chord 1, the lower chord 2 or the web 3 of the arched space grid structure can be poured with concrete in whole or in part.
[0022] The arched spatial grid structure include...
specific Embodiment approach 2
[0024] Specific implementation mode two: as Figure 1-8 As shown, the upper and lower chords of the arched spatial grid structure of steel pipe concrete in this embodiment are continuous arc or broken line, and the upper chord 1 and the lower chord 2 are continuous arc steel pipes or discontinuous straight steel pipes to form folded lines. Linear steel pipe, web bar 3 and connecting rod 4 are straight steel pipes. With such a design, the upper chord 1 and the lower chord 2 can withstand axial pressure. Other components and connections are the same as those in the first embodiment.
specific Embodiment approach 3
[0025] Specific implementation mode three: as Figure 6 As shown, the space between the adjacent arched trusses 7 and the plurality of connecting rods 4 of the arched spatial grid structure in this embodiment is in the form of an evacuated grid. Such a design can further reduce the amount of steel used. Other compositions and connections are the same as those in Embodiment 1 or 2.
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