A skeleton structure for a wind tunnel test model, a wind tunnel test model and a method of use

The skeleton structure with adjustable longitudinal load-bearing components and telescopic support rods solves the problem of adapting existing wind tunnel test model skeleton structures to a single cross-sectional shape, enabling rapid adaptation to multiple cross-sectional shapes, reducing manufacturing costs and time, and improving test efficiency and data accuracy.

CN122409128APending Publication Date: 2026-07-17SHANDONG POLYTECHNIC

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
SHANDONG POLYTECHNIC
Filing Date
2026-05-09
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

The existing streamlined box girder wind tunnel test model has a single-function skeleton structure that can only adapt to a single cross-sectional shape, resulting in long model production cycle, large material consumption, high test cost, and difficulty in meeting the needs of rapid comparison and parametric research of multiple cross-sectional schemes.

Method used

By employing detachable longitudinal load-bearing components and telescopic support rods, combined with detachable support pads and differential density connection mechanisms, the skeleton structure achieves adjustability to adapt to different cross-sectional shapes. By adjusting the extension and angle of the support rods, a continuous and smooth cross-sectional profile is formed.

Benefits of technology

It significantly shortens the model preparation cycle, reduces material consumption and experimental costs, improves the accuracy of cross-sectional profile fitting and structural stability, ensures the repeatability and consistency of experimental data, and meets the needs of multi-section scheme comparison and parameterization research.

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Abstract

本申请提供了一种风洞试验模型用骨架结构、风洞试验模型及使用方法,属于风洞试验技术领域,包括纵向承载件、多个连接机构、多个支撑杆件、多个支撑垫片;多个连接机构均安装于纵向承载件上,连接机构与纵向承载件可拆卸连接;多个支撑杆件的一端固定连接于连接机构上,支撑杆件为可伸缩结构,相邻两个支撑杆件在纵向承载件的周向上相互偏转一非零角度,形成周向交错布置;多个支撑垫片的一端可拆卸连接于支撑杆件另一端上;支撑垫片支撑风洞试验模型的外部蒙皮。本申请提供的风洞试验模型用骨架结构,借助连接机构的位置与角度可调、支撑杆件的伸缩可调以及支撑垫片可拆卸组合,实现同一套骨架适配多种流线型箱梁断面外形。
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