Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Drainage construction method for earth surface excavation
The invention belongs to the technical field of building construction, and particularly relates to a drainage construction method for earth surface excavation, which comprises the following steps of: 1, forming an engineering pile pit at the top of a base layer; secondly, a first reinforcement cage is arranged at the bottom end of the inner wall of the engineering pile pit, and concrete is poured at the bottom end of the inner wall of the engineering pile pit and around the first reinforcement cage; after the drainage part falls into the engineering pile pit, the drainage part is limited under the action of the first reinforcement cage, the engineering pile pit is isolated, and an area used for backfilling a water seepage layer is formed at the top of the engineering pile pit; seepage water entering the second reinforcement cage flows into the drainage part through the water filtering layer and is used for locking a water seepage layer material in the second reinforcement cage, and collapse of the water seepage layer caused by loss of the water seepage layer material in the second reinforcement cage is prevented.
本发明属于建筑施工技术领域，特别涉及一种地表挖土的排水施工方法，包括如下步骤：步骤一：通过在基层的顶部开设有工程桩坑；步骤二：通过在工程桩坑的内壁底端设置有第一钢筋笼，所述工程桩坑的内壁底端且第一钢筋笼的周围浇筑有混凝土；通过排水部落入到工程桩坑后，在第一钢筋笼的作用下对排水部进行限位，将工程桩坑进行隔离，使工程桩坑的顶部形成用于回填渗水层的区域，通过第二钢筋笼落入到排水部的顶部后，利用第二钢筋笼外包裹有滤水层，使进入第二钢筋笼内的渗水通过滤水层流入排水部，用于锁定第二钢筋笼内的渗水层材料，防止第二钢筋笼内的渗水层材料流失，造成渗水层的坍塌。
Drainage construction method for earth surface excavation
The invention belongs to the technical field of building construction, and particularly relates to a drainage construction method for earth surface excavation, which comprises the following steps of: 1, forming an engineering pile pit at the top of a base layer; secondly, a first reinforcement cage is arranged at the bottom end of the inner wall of the engineering pile pit, and concrete is poured at the bottom end of the inner wall of the engineering pile pit and around the first reinforcement cage; after the drainage part falls into the engineering pile pit, the drainage part is limited under the action of the first reinforcement cage, the engineering pile pit is isolated, and an area used for backfilling a water seepage layer is formed at the top of the engineering pile pit; seepage water entering the second reinforcement cage flows into the drainage part through the water filtering layer and is used for locking a water seepage layer material in the second reinforcement cage, and collapse of the water seepage layer caused by loss of the water seepage layer material in the second reinforcement cage is prevented.
本发明属于建筑施工技术领域，特别涉及一种地表挖土的排水施工方法，包括如下步骤：步骤一：通过在基层的顶部开设有工程桩坑；步骤二：通过在工程桩坑的内壁底端设置有第一钢筋笼，所述工程桩坑的内壁底端且第一钢筋笼的周围浇筑有混凝土；通过排水部落入到工程桩坑后，在第一钢筋笼的作用下对排水部进行限位，将工程桩坑进行隔离，使工程桩坑的顶部形成用于回填渗水层的区域，通过第二钢筋笼落入到排水部的顶部后，利用第二钢筋笼外包裹有滤水层，使进入第二钢筋笼内的渗水通过滤水层流入排水部，用于锁定第二钢筋笼内的渗水层材料，防止第二钢筋笼内的渗水层材料流失，造成渗水层的坍塌。
Drainage construction method for earth surface excavation
一种地表挖土的排水施工方法
SHEN YANG (Autor:in) / ZHANG JIANKANG (Autor:in) / CHEN KUNPENG (Autor:in) / HUANG CHAOHAI (Autor:in) / CHEN FAN (Autor:in) / XU JIA (Autor:in) / SONG PENG (Autor:in) / YANG WENGEN (Autor:in)
01.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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