Suspended-dome multi-time prestressed construction method
A suspend dome and construction method technology, applied to roofs, building components, buildings, etc., can solve the problems of inconvenient selection of components, uneven distribution, waste of materials, etc.
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[0027] Example 1
[0028] As shown in Figure 1, Figure 2, Figure 4, Figure 6, and Figure 7, the construction molding process of this embodiment is: the first step is to install the upper central pressure ring 1, the upper radial rod 2, and the edge member 7, to form The upper reticulated shell structure is shown in Figure 7. The specific installation method is as follows: you can install the edge member 7 first, and then install the upward radial rod 2 in the order from the inside to the outside. The upper radial rod 2 of the outermost ring is connected to the edge member 7 at one end, and the other end is connected to other upper diameters. The rods 2 are connected end to end, one end of the upper radial rod 2 of the innermost ring is connected end to end with other upper radial rods 2, and the other end is connected with the central pressure ring 1. It is also possible to install these components in the reverse order, or follow the construction sequence starting from the inside ...
Example Embodiment
[0034] Example 2
[0035] As shown in Fig. 3, Fig. 5, Fig. 6, and Fig. 8, the construction method of this embodiment is the same as that of embodiment 1, except that the upper central pressure ring 1, the upper radial rod 2, the upper circumferential rod 3 The grid contour shape shown in Fig. 3 composed of the edge member 7 is an ellipse; the support system formed by the strut 4, the lower radial cable 5, and the lower hoop cable 6 is selected as an ellipse as shown in Fig. 5 .
Example Embodiment
[0036] Example 3
[0037] The structure of this embodiment is the same as that of the first embodiment, except that the upper central pressure ring 1, the upper radial rod 2, the upper circumferential rod 3, and the edge member 7 are formed by a polygonal grid.
[0038] The multiple prestressed dome structure formed by this construction method not only retains the advantages of the traditional chord dome structure, but also has its own unique advantages: it reduces the pressure on the upper ring members and even converts them into tension, reducing The material consumption improves the stability of the components, the local stability of the reticulated shell and the overall stability of the entire structure; the internal force distribution of the upper radial rods is more uniform, which is conducive to the unification of component forms and facilitates design and construction. Since the upper ring members are not installed when the prestress is applied, the value of the applied pr...
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