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Slotting-free and backfilling-free pile and ground raft foundation construction technology
The invention provides a grooving-free and backfilling-free pile and overground raft foundation construction technology, and relates to the technical field of building construction. The invention discloses a grooving-free and backfilling-free pile and overground raft foundation construction technology. The technology comprises the following steps that a plurality of supporting piles are poured under the ground through reinforced concrete; a raft plate is poured on the ground through reinforced concrete, and the raft plate is fixed to the tops of the multiple supporting piles. With the adoption of the method, piling is performed under the ground, and the raft plate is poured on the ground, so that the construction procedures of grooving, soil backfilling, cushion layer piling and the like are omitted, the bearing capacity is enhanced, the construction efficiency is improved, and the construction period is shortened.
本发明提出了一种免开槽免回填桩加地上筏板基础施工工艺,涉及建筑施工技术领域。一种免开槽免回填桩加地上筏板基础施工工艺,包括如下步骤:在地面下通过钢筋混凝土浇筑多个支撑桩;在地面上通过钢筋混凝土浇筑筏板,筏板固定于多个支撑桩的顶部。采用本发明,其通过在地面以下打桩再加上在地面上浇筑筏板,如此省去了开槽及回填土、打垫层等施工工序,又增强了承载力,提高了施工效率,节省了施工工期。
Slotting-free and backfilling-free pile and ground raft foundation construction technology
The invention provides a grooving-free and backfilling-free pile and overground raft foundation construction technology, and relates to the technical field of building construction. The invention discloses a grooving-free and backfilling-free pile and overground raft foundation construction technology. The technology comprises the following steps that a plurality of supporting piles are poured under the ground through reinforced concrete; a raft plate is poured on the ground through reinforced concrete, and the raft plate is fixed to the tops of the multiple supporting piles. With the adoption of the method, piling is performed under the ground, and the raft plate is poured on the ground, so that the construction procedures of grooving, soil backfilling, cushion layer piling and the like are omitted, the bearing capacity is enhanced, the construction efficiency is improved, and the construction period is shortened.
本发明提出了一种免开槽免回填桩加地上筏板基础施工工艺,涉及建筑施工技术领域。一种免开槽免回填桩加地上筏板基础施工工艺,包括如下步骤:在地面下通过钢筋混凝土浇筑多个支撑桩;在地面上通过钢筋混凝土浇筑筏板,筏板固定于多个支撑桩的顶部。采用本发明,其通过在地面以下打桩再加上在地面上浇筑筏板,如此省去了开槽及回填土、打垫层等施工工序,又增强了承载力,提高了施工效率,节省了施工工期。
Slotting-free and backfilling-free pile and ground raft foundation construction technology
一种免开槽免回填桩加地上筏板基础施工工艺
LU GUANGKU (Autor:in)
13.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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