Design method of simply supported rotating bridge continuous beam bridge continuous section and waterproof seal coat thereof
CN121435329BActive Publication Date: 2026-08-28CHINA CONSTR FIFTH ENG DIV CORP LTD
Patent Information
- Application Number
- CN202511480084.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-10-16
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2045-10-16
AI Technical Summary
Technical Problem
这种“一刀切”的设计方式,无法有效应对不同桥面结构在使用过程中可能出现的裂缝问题,尤其是裂缝宽度的变化对防水层的耐久性和桥梁结构安全的影响,往往被忽视
Benefits of technology
[0027]本发明的一种简支转桥面连续梁桥连续段及其防水封层的设计方法,其基于简支转连续梁桥连续段弯矩的构成,考虑到桥面连续处的梁端转角对简支梁主梁的影响,对加入桥面连续段的主梁重新进行梁端转角和梁端主梁接缝处位移的计算,进而计算桥面连续段的弯矩,从而更加精准、有效、快速的得出桥面连续段的裂缝宽度计算公式,基于桥面连续段的裂缝宽度计算公式所计算的裂缝宽度,提出了更加精准的防水层设计方法,确保防水层的有效性和桥梁的耐久性。
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Figure CN121435329B_ABST
Abstract
The application discloses a design method of a simply supported rotating bridge deck continuous beam bridge continuous section and waterproof seal layer, and belongs to the field of bridge design. The design method comprises the following steps: S1, calculating a rotating angle of a main beam support point of the bridge deck continuous section based on a simply supported beam structure; S2, calculating a beam end rotating angle of the main beam after the bridge deck continuous section is considered; S3, calculating a displacement of a bridge deck continuous section end rotating angle and a main beam joint at a beam end; S4, calculating a bending moment of the bridge deck continuous section; S5, calculating a crack width of the bridge deck continuous section; and S6, designing the waterproof seal layer. The calculation method can quickly and accurately evaluate the crack width and guide the design of the waterproof seal layer through the analysis of internal forces borne by the bridge deck continuous section. The waterproof seal layer design method is implemented based on the crack width of the bridge deck continuous section, guarantees that the waterproof layer thickness is greater than the maximum tearing height of the waterproof layer of the bridge deck continuous section, ensures the effectiveness of the waterproof layer and the durability of the bridge, further improves the efficiency and safety of the bridge design, and greatly improves the design efficiency and accuracy of the bridge waterproof layer.
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Citation Information
Patent Citations
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