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Anchor rod concrete foundation and construction method
The invention belongs to the field of photovoltaic support foundation construction, and particularly relates to an anchor rod concrete foundation and a construction method. Comprising a precast concrete foundation and at least two self-propelled hollow anchor rods, when the self-propelled hollow anchor rods are used, the self-propelled hollow anchor rods are obliquely arranged underground, concrete is arranged outside the hollow anchor rods located underground, and the ends, close to the ground, of the self-propelled hollow anchor rods are fixedly connected with the precast concrete foundation. The self-propelled hollow anchor rod has a certain inclination angle, the self-weight stress of an overburden layer on the self-propelled hollow anchor rod can be brought into full play, the contact force between the self-propelled hollow anchor rod and a soil body is reduced, and the overall bearing capacity of the structure is improved.
本发明属于光伏支架基础建设领域,具体涉及一种锚杆混凝土基础及施工方法。包括预制混凝土基础和至少两个自进式中空锚杆,使用时,若干自进式中空锚杆倾斜设置在地下,位于地下的中空锚杆外设置有混凝土,所述自进式中空锚杆靠近地面的一端与所述预制混凝土基础固定连接。本发明的自进式中空锚杆具有一定的倾斜角度,可充分发挥其上覆土层的自重应力,减少自进式中空锚杆与土体的接触力,提高了结构的整体承载力。
Anchor rod concrete foundation and construction method
The invention belongs to the field of photovoltaic support foundation construction, and particularly relates to an anchor rod concrete foundation and a construction method. Comprising a precast concrete foundation and at least two self-propelled hollow anchor rods, when the self-propelled hollow anchor rods are used, the self-propelled hollow anchor rods are obliquely arranged underground, concrete is arranged outside the hollow anchor rods located underground, and the ends, close to the ground, of the self-propelled hollow anchor rods are fixedly connected with the precast concrete foundation. The self-propelled hollow anchor rod has a certain inclination angle, the self-weight stress of an overburden layer on the self-propelled hollow anchor rod can be brought into full play, the contact force between the self-propelled hollow anchor rod and a soil body is reduced, and the overall bearing capacity of the structure is improved.
本发明属于光伏支架基础建设领域,具体涉及一种锚杆混凝土基础及施工方法。包括预制混凝土基础和至少两个自进式中空锚杆,使用时,若干自进式中空锚杆倾斜设置在地下,位于地下的中空锚杆外设置有混凝土,所述自进式中空锚杆靠近地面的一端与所述预制混凝土基础固定连接。本发明的自进式中空锚杆具有一定的倾斜角度,可充分发挥其上覆土层的自重应力,减少自进式中空锚杆与土体的接触力,提高了结构的整体承载力。
Anchor rod concrete foundation and construction method
一种锚杆混凝土基础及施工方法
WANG LUN (Autor:in) / SONG SHANMAO (Autor:in) / WANG YIPING (Autor:in) / LI ZHANHAI (Autor:in) / LEE JIN-HYO (Autor:in) / SUN ZHAOHUI (Autor:in) / LIU JIANKUN (Autor:in) / REN ZHIFENG (Autor:in) / MAO XIANG (Autor:in)
16.01.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2023
|Anchor rod construction method of rock anchor rod foundation
Europäisches Patentamt | 2023
|