Method for calculating double-hearted elliptical speed skating roof cover system based on Kiewitt grid layout principle and construction method
A technology of grid layout and construction method, applied in the direction of calculation, special data processing application, image data processing, etc., can solve the problems of low standardization of components, complex layout of structural components, high difficulty of construction, etc., and achieve standardized design and standardized construction , Save the construction period and reduce the construction cost
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specific Embodiment approach 1
[0047] Specific implementation mode one: combine Figure 1 to Figure 5 Specifically explaining this embodiment, a method for calculating the roof system of a double-centered elliptical speed skating hall based on the principle of Kaiwitt grid layout described in this embodiment is carried out in accordance with the following steps:
[0048] 1. Standardized design of plane grid system:
[0049] According to the size of the transverse axis of the site, determine the center of the circle O 1 , center O 2 and radius r 1 , take the transverse axis as the axis of symmetry, and take the center O 1 as the center of the circle, with r 1 Draws an elliptical arc with an angle of 135° for the radius center O 2 as the center of the circle, with r 1 Draws an elliptical arc with an angle of 135° for the radius The arc of the ellipse with elliptical arc The opening direction is relatively arranged; and the above-mentioned A 1 with A 4 On the same side of the transverse axis, A...
specific Embodiment approach 2
[0070] Embodiment 2: This embodiment differs from Embodiment 1 in that: the standard prestressed tension string beam is 48 standard prestressed tension string beams. Others are the same as in the first embodiment.
specific Embodiment approach 3
[0071] Specific implementation mode three: combination Figure 6 to Figure 11 Describe this embodiment in detail, the construction method of the double-centered elliptical speed skating hall roof system described in this embodiment is carried out according to the following steps:
[0072] 1. Assemble the shuttle ring truss at the center of the ground site;
[0073] The shuttle-shaped ring truss is a double-layer truss structure composed of a ring truss and a shuttle-shaped truss;
[0074] 2. Install the lower chords and struts in a low-level ring direction;
[0075] 3. Apply prestress through the lower strings, then lift the shuttle ring truss as a whole, and simultaneously lift the lower strings and struts;
[0076] 4. After the shuttle-shaped ring truss, lower chord cables and struts are lifted into place, install the circumferential rods and radial rods;
[0077] The hoop rods, radial rods, lower strings and struts constitute standard prestressed string beams;
[0078] ...
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