Large-span concrete four-slope flat reticulated shell-simulating roof structure and manufacturing method thereof
A production method and concrete technology, applied in the direction of roofs, building components, building structures, etc., can solve the problems of unfavorable shell force and difficult production, and achieve the effect of reducing heating costs, eliminating flow problems, and reducing construction difficulty.
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Embodiment 1
[0034] Embodiment 1 of the present invention: adopt cast-in-place concrete mode to make, concrete construction steps are:
[0035] (1) Set up a full house of scaffolding. Place the bottom form of the lower chord 6 of the edge truss, bind the reinforcement cage of the lower chord 6 and the web 5, and place the side forms of the lower chord 6 and the web 5.
[0036] (2) pouring the concrete of the lower chord 6, and pouring the concrete of the web bar 5 after the initial setting.
[0037] (3) Place the formwork of edge truss upper chord 4, ridgeline arch 3, rib 1 and roof panel 2 on the full hall scaffolding.
[0038] (4) Bind the steel bars of the upper chord 4 of the edge truss, the ridge line arch 3, the rib 1 and the roof panel 2.
[0039] (5) Refer to 10, divide the concrete pouring area according to the interval of 3m ~ 5m, and install steel mesh partitions on the roof panel 2 at a interval of 1m before pouring, and push the concrete upward from the lowest point A of the r...
Embodiment 2
[0041] Embodiment 2 of the present invention: adopt prefabricated assembly mode to make roof, concrete implementation steps are:
[0042] (1) see Figure 11 and Figure 12 , the prefabricated roof panel 2 and the cross-shaped frame composed of ribs 1 are prefabricated on the ground using a stereotyped formwork. When making the cross, the concrete within the thickness δ range of the roof panel 2 is not poured, and at the central node of the cross, each side of the concrete needs to protrude from the side of the rib by not less than 50mm, which is used for placing the prefabricated roof panel 2.
[0043] (2) Set up a full house of scaffolding. Place the bottom form of the lower chord 6 of the edge truss, bind the reinforcement cage of the lower chord 6 and the web 5, and place the side forms of the lower chord 6 and the web 5.
[0044] (3) pouring the concrete of the lower chord 6, and pouring the concrete of the web bar 5 after the initial setting.
[0045] (4) Place the fo...
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