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TEST DEVICE FOR SHEARING MECHANICAL PROPERTIES OF INTERFACE BETWEEN PILE AND SOIL

机译:桩-土界面力学性能试验装置

摘要

The present disclosure relates to the technical field of civil engineering, in particular to a test device for shearing mechanical properties of interface between pile 5 and soil, including a top plate, a support plate and a bottom plate, and a film box is embedded between the support plate and the bottom plate. The film box includes a rubber film cylinder, a bottom supporting board and a cover plate The bottom supporting board is coaxially embedded in the middle of the bottom plate, the bottom supporting board is disposed at the lower end of the rubber film cylinder. The cover 10 plate is used for sealing the upper port of the rubber film cylinder; and the vertical loading device is disposed in the middle portion of the top plate. The vertical loading device is used for applying vertical pressure to the pile. A set of tightening bands are evenly distributed around the outer periphery of the rubber film cylinder, and each tightening band is in arc shape and tangent to the outer circle of the rubber film 15 cylinder. The present disclosure can realize different experimental comparisons, by controlling the displacement stroke of each telescopic rod, when the strokes of the telescopic rods are the same, the same corresponding horizontal pressures are applied to the piles in the respective directions. When the strokes are the different, the different pressures to different sides are realized, which is flexible and adaptable to 20 different experimental requirements. Figure 1
机译:本发明涉及土木工程技术领域,尤其涉及一种剪切桩5与土壤界面力学性能的测试装置,包括顶板,支撑板和底板,并在其间嵌有薄膜盒。支撑板和底板。胶卷盒包括橡胶膜筒,底部支撑板和盖板。底部支撑板同轴地嵌入在底板的中间,底部支撑板设置在橡胶膜筒的下端。盖板10用于密封橡胶膜筒的上口。垂直加载装置设置在顶板的中部。垂直加载装置用于对桩施加垂直压力。一组束紧带均匀地分布在橡胶膜筒的外周上,并且每个束紧带呈弧形并且与橡胶膜15筒的外圆相切。通过控制每个伸缩杆的位移行程,本发明可以实现不同的实验比较,当伸缩杆的行程相同时,在各个方向上对桩施加相同的相应的水平压力。当冲程不同时,实现了对不同侧的不同压力,这是灵活的,并且可以适应20种不同的实验要求。图1

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