Fold line type single-layered cylindrical latticed shell structure
A cylindrical reticulated shell structure and broken line technology, which is applied to arch structures, dome structures, building components, etc., can solve the problems of small vertical bending stiffness and low stable load-bearing capacity, and achieve high vertical stiffness , large bending rigidity, scientific composition principle
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2016-07-27
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1
Abstract
Description
technical field
[0001] The invention belongs to the field of space structure engineering, and in particular relates to a broken-line single-layer cylindrical reticulated shell structure, which is mainly used in structures requiring large space and long-span roofs such as gymnasiums, exhibition halls, and waiting halls. Background technique
[0002] The single-layer cylindrical reticulated shell structure is one of the most commonly used space grid structures at present. It has the advantages of beautiful appearance, few components, reasonable force, low steel consumption, and transparent vision.
[0003] The main forms of single-layer cylindrical reticulated shell structure are: single-slope type, Fopper type, double-slope type, joint square type, three-way grid type, and Pozi grid type. When the single-slope bar type single-layer cylindrical reticulated shell structure is manufactured, firstly, the arc length is divided along the curve, and the parallel longitudinal straigh...
Examples
Embodiment Construction
[0013] The present invention will be further described below in conjunction with the accompanying drawings.
[0014] Such as figure 1 As shown, the present invention includes a first steel arch 2 and a second steel arch 1, the plane of the first steel arch 2 is parallel to the plane of the second steel arch 1, and the plane of the first steel arch 1 is The plane where 2 is located or the direction perpendicular to the plane where the second steel arch 1 is located is the length direction A, and the first steel arch 2 and the second steel arch 1 are arranged alternately at equal intervals along the length direction A, and the plurality of The heights of the first steel arches 2 are the same, and the heights of the plurality of second steel arches 1 are the same and lower than the height of the first steel arches 2 so that the single-layer cylindrical reticulated shell structure along the length direction A has up and down In the broken line structure, a plurality of reinforcin...