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Air-raid shelter backfilling construction process and building foundation construction process under air-raid shelter condition
The invention relates to the field of building construction, in particular to an air-raid shelter backfilling construction technology and a building foundation construction technology under the condition of a next air-raid shelter. The backfilling construction technology comprises the following steps that a retaining wall is arranged in the air-raid shelter to block the air-raid shelter; the air-raid shelter is divided by the retaining wall to form at least two to-be-backfilled chambers which are mutually independent in the extending direction of the air-raid shelter; and in the extending direction of the air-raid shelter, concrete is poured into the at least two to-be-backfilled cavities in sequence, and concrete pouring of the next to-be-backfilled cavity is conducted after concrete in the upper to-be-backfilled cavity in every two adjacent to-be-backfilled cavities is solidified. The cavern is blocked in a sectional mode, the problem that leakage is difficult to form during concrete recharging is solved, and the requirement for the foundation bearing capacity is met by controlling the compactness of recharged concrete.
本申请涉及建筑施工领域,具体而言,涉及一种防空洞回填施工工艺和下临防空洞条件下建筑地基施工工艺,回填施工工艺包括如下步骤:在防空洞内设置挡墙阻断防空洞,并通过挡墙将防空洞分隔形成在防空洞的延伸方向上相互独立的至少两个待回填腔室;在防空洞的延伸方向上,依次将混凝土浇筑至至少两个待回填腔室内,且相邻两个待回填腔室中位于上一级的待回填腔室内的混凝土凝固后再进行下一级的待回填腔室的混凝土浇筑。通过对洞室进行分段式封堵,解决混凝土回灌时渗漏难以成型的困难,通过控制回灌混凝土的密实性达到地基承载力要求。
Air-raid shelter backfilling construction process and building foundation construction process under air-raid shelter condition
The invention relates to the field of building construction, in particular to an air-raid shelter backfilling construction technology and a building foundation construction technology under the condition of a next air-raid shelter. The backfilling construction technology comprises the following steps that a retaining wall is arranged in the air-raid shelter to block the air-raid shelter; the air-raid shelter is divided by the retaining wall to form at least two to-be-backfilled chambers which are mutually independent in the extending direction of the air-raid shelter; and in the extending direction of the air-raid shelter, concrete is poured into the at least two to-be-backfilled cavities in sequence, and concrete pouring of the next to-be-backfilled cavity is conducted after concrete in the upper to-be-backfilled cavity in every two adjacent to-be-backfilled cavities is solidified. The cavern is blocked in a sectional mode, the problem that leakage is difficult to form during concrete recharging is solved, and the requirement for the foundation bearing capacity is met by controlling the compactness of recharged concrete.
本申请涉及建筑施工领域,具体而言,涉及一种防空洞回填施工工艺和下临防空洞条件下建筑地基施工工艺,回填施工工艺包括如下步骤:在防空洞内设置挡墙阻断防空洞,并通过挡墙将防空洞分隔形成在防空洞的延伸方向上相互独立的至少两个待回填腔室;在防空洞的延伸方向上,依次将混凝土浇筑至至少两个待回填腔室内,且相邻两个待回填腔室中位于上一级的待回填腔室内的混凝土凝固后再进行下一级的待回填腔室的混凝土浇筑。通过对洞室进行分段式封堵,解决混凝土回灌时渗漏难以成型的困难,通过控制回灌混凝土的密实性达到地基承载力要求。
Air-raid shelter backfilling construction process and building foundation construction process under air-raid shelter condition
防空洞回填施工工艺和下临防空洞条件下建筑地基施工工艺
DING SIWEI (Autor:in) / ZHANG CHENGYI (Autor:in) / YAO YAO (Autor:in) / WANG WEI (Autor:in) / WANG LIN (Autor:in)
01.03.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Air-raid shelter backfilling and plugging device and construction method thereof
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