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METHOD FOR CONSOLIDATION OF GROUND BASE OF HYDROTECHNICAL STRUCTURE

机译:水工结构地基的固结方法

摘要

FIELD: construction.;SUBSTANCE: primary application area of the invention is the consolidation acceleration of the ground base of the hydraulic structure of the gravity and pile-gravity types installed on the seabed in shallow shelf regions in difficult natural conditions, where, as a rule, the ground base is composed of cohesive soils. The method of consolidation of the ground base of the hydraulic structure installed on the seabed provides for the structure immersion by accepting ballast by the structure and setting the structure base onto the seabed. Wherein on the seabed, outside the structure setting area, the wellpoints are placed at some distance from the structure foundation along its perimeter, connected to a single hydraulic system in which underpressure is created and maintained by a vacuum pump. The structure is immersed by ballasting the platform housing, up to ensuring the calculated contact of the foundation bottom of the platform housing with the seabed while simultaneously pressing the base of the electrodes into the ground. After that, the wellpoints are connected to the negative pole of the direct current source, and the electrodes are connected to the positive pole of the direct current source, and the electric current is passed to ensure the formation of the low ground water saturation area in the interaction area of the foundation with the ground base, ensuring the consolidation of the platform ground base, after which the electric current is switched off.;EFFECT: reducing material consumption and labour intensity while creating a hydraulic structure, reducing the ballast volume for ensuring specified stability of the hydraulic structure due to reducing the pore pressure in the ground, formed during the installation of the structure on the seabed, and increasing the stability and carrying capacity of the ground base of the hydraulic structure.;2 cl, 3 dwg
机译:技术领域本发明的主要应用领域是在困难的自然条件下安装在浅层架子区域中的海床上的重力和桩重力型水力结构的地基的固结加速度。通常,地基由粘性土壤组成。固结在海床上的水工建筑物的地基的固结方法通过使结构接受压载物并将结构基座设置在海床上而使结构沉入水中。在海床的结构设置区域外部,井点沿结构的周边距离结构基础一定距离,并连接到单个液压系统,在该液压系统中通过真空泵产生并维持负压。通过压载平台外壳来沉浸该结构,以确保平台外壳的基础底部与海床的计算接触,同时将电极的底部压入地面。之后,将井点连接到直流电源的负极,将电极连接到直流电源的正极,并通过电流以确保形成低地下水饱和区。地基与地基的相互作用区域,确保平台地基的固结,然后关闭电流。效果:在创建水力结构的同时减少了材料消耗和劳动强度,减少了压载物体积,以确保由于降低了地面上的孔隙压力(在将结构安装到海床上期间形成)并增加了水工结构的地面基础的稳定性和承载能力,从而使水工结构具有特定的稳定性。; 2 cl,3 dwg

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