Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Soft soil foundation settlement prediction system for highway construction
The invention provides a soft soil foundation settlement prediction system for highway construction, and relates to the field of soft soil foundation settlement. The support component is mounted at a predicted position, the outer plate is mounted at the corner position of the bottom of the support component through the supporting leg, the outer end of the outer plate is of an arc-shaped structure, the inner rod component is mounted on the inner side of the supporting leg in an attached mode, and the inner rod component is a U-shaped piece with the upper end and the lower end of the U-shaped piece being of an arc-shaped structure. When the support component is installed and used, the inner rod component is stressed in advance to make contact with the ground, then a spring outside the ejector rod component is compressed, downward pressing force is eliminated, after the spring is compressed, the outer plate makes contact with the ground, the contact area is enlarged, meanwhile, the supporting strength is improved, and the situation that the support component sinks along with a moving structure is avoided; the problems that when a common soft soil foundation settlement prediction system for highway construction is used for predicting the settlement coefficient, support components are prone to sinking together, and stability is limited are solved.
本发明提供一种公路施工的软土地基沉降预测系统，涉及软土地基沉降领域，包括：支架部件；所述支架部件安装在预测位置，支架部件的底部边角位置通过支撑腿安装有外板，外板的外端为弧形结构，支撑腿内侧贴合安装有内杆部件，内杆部件为上下两端均为弧形结构的U形件。支架部件在安装使用的时候，内杆部件提前受力与地面接触，然后将顶杆部件外部的弹簧压缩，消除下压力量，在将弹簧压缩之后，通过外板与地面接触，加大接触面积的同时，提高支撑强度，避免支架部件跟随移动结构一起沉降，解决了常见的公路施工的软土地基沉降预测系统，预测沉降系数的时候，支架部件容易一起下陷，稳定性有限的问题。
Soft soil foundation settlement prediction system for highway construction
The invention provides a soft soil foundation settlement prediction system for highway construction, and relates to the field of soft soil foundation settlement. The support component is mounted at a predicted position, the outer plate is mounted at the corner position of the bottom of the support component through the supporting leg, the outer end of the outer plate is of an arc-shaped structure, the inner rod component is mounted on the inner side of the supporting leg in an attached mode, and the inner rod component is a U-shaped piece with the upper end and the lower end of the U-shaped piece being of an arc-shaped structure. When the support component is installed and used, the inner rod component is stressed in advance to make contact with the ground, then a spring outside the ejector rod component is compressed, downward pressing force is eliminated, after the spring is compressed, the outer plate makes contact with the ground, the contact area is enlarged, meanwhile, the supporting strength is improved, and the situation that the support component sinks along with a moving structure is avoided; the problems that when a common soft soil foundation settlement prediction system for highway construction is used for predicting the settlement coefficient, support components are prone to sinking together, and stability is limited are solved.
本发明提供一种公路施工的软土地基沉降预测系统，涉及软土地基沉降领域，包括：支架部件；所述支架部件安装在预测位置，支架部件的底部边角位置通过支撑腿安装有外板，外板的外端为弧形结构，支撑腿内侧贴合安装有内杆部件，内杆部件为上下两端均为弧形结构的U形件。支架部件在安装使用的时候，内杆部件提前受力与地面接触，然后将顶杆部件外部的弹簧压缩，消除下压力量，在将弹簧压缩之后，通过外板与地面接触，加大接触面积的同时，提高支撑强度，避免支架部件跟随移动结构一起沉降，解决了常见的公路施工的软土地基沉降预测系统，预测沉降系数的时候，支架部件容易一起下陷，稳定性有限的问题。
Soft soil foundation settlement prediction system for highway construction
一种公路施工的软土地基沉降预测系统
SUN GANG (Autor:in) / ZHANG TING (Autor:in) / MOU ZONGPING (Autor:in) / SU CHAO (Autor:in) / CHEN LINA (Autor:in) / TU LIHUI (Autor:in) / REN JING (Autor:in)
17.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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