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Granite residual soil cushion layer and brick moulding bed structure construction method
The invention relates to the technical field of granite residual soil, and discloses a granite residual soil cushion layer and brick moulding bed structure construction method which comprises the following construction steps that (1) a foundation pit is excavated on a construction site, the periphery of the foundation pit is provided with a peripheral wall obliquely arranged outwards, the construction site is provided with a surrounding top cushion surface, and the top cushion surface is arranged on the periphery of the foundation pit in a surrounding mode; (2) a formwork is used for supporting a formwork in the foundation pit, the formwork and the peripheral wall are arranged at intervals to form a peripheral space, the peripheral space is arranged in the circumferential direction of the foundation pit in a surrounding mode, and the top cushion face is located above the peripheral space; 3) preparing component materials, wherein the component materials comprise granite residual soil, a curing agent, a water body and a water reducing agent; the preparation method comprises the following steps: stirring and mixing the component materials in a stirrer to form slurry-shaped high-strength flow-state solidified soil; and (4) high-strength flow-state solidified soil is poured on the top cushion face to form a cushion layer, the high-strength flow-state solidified soil is poured in the peripheral space to form a brick forming die structure, and the cushion layer and the brick forming die structure form an integrated structure.
本发明涉及花岗岩残积土的技术领域,公开了花岗岩残积土垫层及砖胎模结构施工方法,包括以下施工步骤:1)、在施工场地上开挖基坑,基坑的外周具有朝外倾斜布置的外周壁,施工场地上具有环绕顶部垫面,顶部垫面环绕在基坑的外周布置;2)、利用模板在基坑中支模,模板与外周壁之间间隔布置,形成外周空间,外周空间沿着基坑的周向环绕布置,顶部垫面位于外周空间的上方;3)、准备组分料,组分料包括花岗岩残积土、固化剂、水体以及减水剂;将组分料置于搅拌机中搅拌混合,形成浆液状的高强流态固化土;4)、将高强流态固化土浇筑在顶部垫面上,形成垫层,将高强流态固化土浇筑在外周空间中,形成砖胎模结构,垫层与砖胎模结构形成一体结构。
Granite residual soil cushion layer and brick moulding bed structure construction method
The invention relates to the technical field of granite residual soil, and discloses a granite residual soil cushion layer and brick moulding bed structure construction method which comprises the following construction steps that (1) a foundation pit is excavated on a construction site, the periphery of the foundation pit is provided with a peripheral wall obliquely arranged outwards, the construction site is provided with a surrounding top cushion surface, and the top cushion surface is arranged on the periphery of the foundation pit in a surrounding mode; (2) a formwork is used for supporting a formwork in the foundation pit, the formwork and the peripheral wall are arranged at intervals to form a peripheral space, the peripheral space is arranged in the circumferential direction of the foundation pit in a surrounding mode, and the top cushion face is located above the peripheral space; 3) preparing component materials, wherein the component materials comprise granite residual soil, a curing agent, a water body and a water reducing agent; the preparation method comprises the following steps: stirring and mixing the component materials in a stirrer to form slurry-shaped high-strength flow-state solidified soil; and (4) high-strength flow-state solidified soil is poured on the top cushion face to form a cushion layer, the high-strength flow-state solidified soil is poured in the peripheral space to form a brick forming die structure, and the cushion layer and the brick forming die structure form an integrated structure.
本发明涉及花岗岩残积土的技术领域,公开了花岗岩残积土垫层及砖胎模结构施工方法,包括以下施工步骤:1)、在施工场地上开挖基坑,基坑的外周具有朝外倾斜布置的外周壁,施工场地上具有环绕顶部垫面,顶部垫面环绕在基坑的外周布置;2)、利用模板在基坑中支模,模板与外周壁之间间隔布置,形成外周空间,外周空间沿着基坑的周向环绕布置,顶部垫面位于外周空间的上方;3)、准备组分料,组分料包括花岗岩残积土、固化剂、水体以及减水剂;将组分料置于搅拌机中搅拌混合,形成浆液状的高强流态固化土;4)、将高强流态固化土浇筑在顶部垫面上,形成垫层,将高强流态固化土浇筑在外周空间中,形成砖胎模结构,垫层与砖胎模结构形成一体结构。
Granite residual soil cushion layer and brick moulding bed structure construction method
花岗岩残积土垫层及砖胎模结构施工方法
LIU CHANG (Autor:in) / GUAN XIAOYAO (Autor:in) / CHEN ZHIDONG (Autor:in) / ZHANG LINGSHUAI (Autor:in) / TANG CHANG (Autor:in)
07.05.2024
Patent
Elektronische Ressource
Chinesisch
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