A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Anti-floating anchor anti-disturbance construction structure and method
The anti-disturbance construction structure comprises a pile casing, the center of the pile casing coincides with the positioning center of the anti-floating anchor rod, a foundation cushion layer is arranged on the periphery of the pile casing, the top of the pile casing is higher than the foundation cushion layer, and filling blocks are arranged in independent foundation pits in the foundation cushion layer so that the planes formed by the foundation cushion layer and the filling blocks can be integrally flush. The invention further discloses an anti-disturbance construction method for the anti-floating anchor rod. The anti-disturbance construction method comprises the following steps that S1, earth excavation is conducted; s2, pile casing positioning; s3, a foundation bed is poured and maintained; s4, filling the independent foundation pit; s5, laying a protective film layer; s6, installing a soil loading and unloading bucket; s7, anti-floating anchor rod hole forming construction is conducted; s8, the jumbolter is withdrawn, and a soil unloading bucket is hoisted to unload soil; s9, anchor rod steel bars are hoisted, and grouting is conducted; s10, pile head over-filling chiseling-away treatment is carried out; and S11, node waterproof construction is conducted. The problems of uneven height difference of an anchor rod pile construction site, anchor rod earthwork cleaning and the like can be effectively solved, and the method can be widely applied to the field of building construction.
本发明公开了一种抗浮锚杆抗扰动施工结构，包括护筒，护筒中心与抗浮锚杆定位中心重合，护筒周围设有基础垫层，护筒顶部高于基础垫层，基础垫层上的独立基础坑内设有填充块以使基础垫层和填充块形成的平面整体相平齐。本发明还公开了一种抗浮锚杆抗扰动施工方法，步骤如下：S1：土方开挖；S2：护筒定位；S3：基础垫层浇筑并养护；S4：补平独立基础坑；S5：铺设保护膜层；S6：安装卸土斗；S7：抗浮锚杆成孔施工；S8：锚杆钻机撤离，吊运卸土斗卸土；S9：吊装锚杆钢筋并注浆；S10：桩头超灌凿除处理；S11：节点防水施工。本发明能有效解决锚杆桩施工场地高差不平以及锚杆土方清理等问题，可以广泛应用于建筑施工领域。
Anti-floating anchor anti-disturbance construction structure and method
The anti-disturbance construction structure comprises a pile casing, the center of the pile casing coincides with the positioning center of the anti-floating anchor rod, a foundation cushion layer is arranged on the periphery of the pile casing, the top of the pile casing is higher than the foundation cushion layer, and filling blocks are arranged in independent foundation pits in the foundation cushion layer so that the planes formed by the foundation cushion layer and the filling blocks can be integrally flush. The invention further discloses an anti-disturbance construction method for the anti-floating anchor rod. The anti-disturbance construction method comprises the following steps that S1, earth excavation is conducted; s2, pile casing positioning; s3, a foundation bed is poured and maintained; s4, filling the independent foundation pit; s5, laying a protective film layer; s6, installing a soil loading and unloading bucket; s7, anti-floating anchor rod hole forming construction is conducted; s8, the jumbolter is withdrawn, and a soil unloading bucket is hoisted to unload soil; s9, anchor rod steel bars are hoisted, and grouting is conducted; s10, pile head over-filling chiseling-away treatment is carried out; and S11, node waterproof construction is conducted. The problems of uneven height difference of an anchor rod pile construction site, anchor rod earthwork cleaning and the like can be effectively solved, and the method can be widely applied to the field of building construction.
本发明公开了一种抗浮锚杆抗扰动施工结构，包括护筒，护筒中心与抗浮锚杆定位中心重合，护筒周围设有基础垫层，护筒顶部高于基础垫层，基础垫层上的独立基础坑内设有填充块以使基础垫层和填充块形成的平面整体相平齐。本发明还公开了一种抗浮锚杆抗扰动施工方法，步骤如下：S1：土方开挖；S2：护筒定位；S3：基础垫层浇筑并养护；S4：补平独立基础坑；S5：铺设保护膜层；S6：安装卸土斗；S7：抗浮锚杆成孔施工；S8：锚杆钻机撤离，吊运卸土斗卸土；S9：吊装锚杆钢筋并注浆；S10：桩头超灌凿除处理；S11：节点防水施工。本发明能有效解决锚杆桩施工场地高差不平以及锚杆土方清理等问题，可以广泛应用于建筑施工领域。
Anti-floating anchor anti-disturbance construction structure and method
一种抗浮锚杆抗扰动施工结构及方法
ZHOU JIAN (author) / WANG JUE (author) / SHI GUIQIAN (author) / JIANG YANQING (author) / LIU JINGXIANG (author) / YANG HAO (author) / YANG JINGYU (author) / LI ZHENG (author) / WANG PENGJU (author)
2023-10-27
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2024
| European Patent Office | 2024