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Integral type soil filling method for pond backfilling
The invention relates to the technical field of engineering construction, in particular to an integral filling method for pond backfilling, which comprises the following steps: S1, pumping water; s2, dredging is conducted; s3, paving and compacting a cushion layer; s4, digging a pond stem between the step and the pond; s5, earthwork layered filling and compaction are carried out; s6, laying a high-strength material; wherein S4 specifically comprises the steps that steps are excavated on the sides, without adjacent water ponds, of the water ponds, and pond ridges between the water ponds are excavated on the sides, with the adjacent water ponds, of the water ponds, so that the multiple water ponds are communicated to form an integral large water pond. Pond ridges between the ponds are excavated, so that the ponds are communicated to form an integral large pond, and steps are only arranged on the edges of the ponds without adjacent ponds, so that the workload of excavating the steps is reduced. In addition, a plurality of ponds with different sizes are communicated to form a large pond, so that the time spent on transition of the road roller can be reduced, the efficiency of the road roller is improved, and the construction time of a project is shortened.
本发明涉及工程建设技术领域,具体涉及一种用于水塘回填的整体式填土法,包括:S1、抽水;S2、清淤;S3、垫层铺筑及压实;S4、台阶和水塘之间的塘梗开挖;S5、土方分层填筑及压实;S6、铺设高强度材料;其中,S4具体为:在水塘的无相邻水塘一侧开挖台阶,在水塘的有相邻水塘一侧对水塘与水塘之间的塘梗进行开挖,使多个水塘贯通形成一个整体的大水塘。将水塘之间的塘梗挖除使多个水塘贯通形成一个整体的大水塘,且仅在无相邻水塘的水塘边缘设置台阶,减少开挖台阶的工作量。此外,将多个大小不一的水塘贯通成一个大水塘,能够减少压路机转场花费的时间,提高压路机的效率,缩短项目的施工时间。
Integral type soil filling method for pond backfilling
The invention relates to the technical field of engineering construction, in particular to an integral filling method for pond backfilling, which comprises the following steps: S1, pumping water; s2, dredging is conducted; s3, paving and compacting a cushion layer; s4, digging a pond stem between the step and the pond; s5, earthwork layered filling and compaction are carried out; s6, laying a high-strength material; wherein S4 specifically comprises the steps that steps are excavated on the sides, without adjacent water ponds, of the water ponds, and pond ridges between the water ponds are excavated on the sides, with the adjacent water ponds, of the water ponds, so that the multiple water ponds are communicated to form an integral large water pond. Pond ridges between the ponds are excavated, so that the ponds are communicated to form an integral large pond, and steps are only arranged on the edges of the ponds without adjacent ponds, so that the workload of excavating the steps is reduced. In addition, a plurality of ponds with different sizes are communicated to form a large pond, so that the time spent on transition of the road roller can be reduced, the efficiency of the road roller is improved, and the construction time of a project is shortened.
本发明涉及工程建设技术领域,具体涉及一种用于水塘回填的整体式填土法,包括:S1、抽水;S2、清淤;S3、垫层铺筑及压实;S4、台阶和水塘之间的塘梗开挖;S5、土方分层填筑及压实;S6、铺设高强度材料;其中,S4具体为:在水塘的无相邻水塘一侧开挖台阶,在水塘的有相邻水塘一侧对水塘与水塘之间的塘梗进行开挖,使多个水塘贯通形成一个整体的大水塘。将水塘之间的塘梗挖除使多个水塘贯通形成一个整体的大水塘,且仅在无相邻水塘的水塘边缘设置台阶,减少开挖台阶的工作量。此外,将多个大小不一的水塘贯通成一个大水塘,能够减少压路机转场花费的时间,提高压路机的效率,缩短项目的施工时间。
Integral type soil filling method for pond backfilling
一种用于水塘回填的整体式填土法
XU XIAOSHI (Autor:in)
14.07.2023
Patent
Elektronische Ressource
Chinesisch
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