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A platform for research: civil engineering, architecture and urbanism
Construction method of settling tank main body structure
The invention provides a settling tank main body structure construction method which comprises the following steps: step S1, dividing a tank body into a plurality of areas, and synchronously constructing the plurality of mutually spaced areas; step S2, performing mattress layer backfilling and bottom plate concrete pouring on each area after the tubular pile grouted core pouring is completed; s3, the pool body is divided into multiple layers in the longitudinal direction, and the pool body structures corresponding to all the layers are sequentially constructed from bottom to top; the tank body is horizontally partitioned and longitudinally layered, so that the settling superposed tank is subjected to work area division, and each area is subjected to construction organization arrangement, so that the problem that the construction difficulty is relatively high is solved; the interlayer is arranged to separate the sedimentation tank from the clean water tank, so that the problem that the tank body leaks and is difficult to overhaul is solved, and water pollution in the sedimentation tank to the clean water tank is avoided.
本发明提供一种沉清池主体结构施工方法，包括以下步骤：步骤S1，将池体划分为多个区域，对相互间隔的多个区域进行同步施工；步骤S2，每个区域在管桩灌芯浇注完成后进行褥垫层回填及底板混凝土浇注；步骤S3，将池体在纵向上分为多层，自下向上依次对各层对应的池体结构进行施工；将池体进行水平分区、纵向分层，以此对沉清叠合池进行工区划分，并对各区域分别进行施工组织安排，解决施工难度较大的问题；设置夹层，通过夹层将沉淀池、清水池隔开，避免池体渗漏难以检修的问题，同时避免沉淀池内水污染清水池。
Construction method of settling tank main body structure
The invention provides a settling tank main body structure construction method which comprises the following steps: step S1, dividing a tank body into a plurality of areas, and synchronously constructing the plurality of mutually spaced areas; step S2, performing mattress layer backfilling and bottom plate concrete pouring on each area after the tubular pile grouted core pouring is completed; s3, the pool body is divided into multiple layers in the longitudinal direction, and the pool body structures corresponding to all the layers are sequentially constructed from bottom to top; the tank body is horizontally partitioned and longitudinally layered, so that the settling superposed tank is subjected to work area division, and each area is subjected to construction organization arrangement, so that the problem that the construction difficulty is relatively high is solved; the interlayer is arranged to separate the sedimentation tank from the clean water tank, so that the problem that the tank body leaks and is difficult to overhaul is solved, and water pollution in the sedimentation tank to the clean water tank is avoided.
本发明提供一种沉清池主体结构施工方法，包括以下步骤：步骤S1，将池体划分为多个区域，对相互间隔的多个区域进行同步施工；步骤S2，每个区域在管桩灌芯浇注完成后进行褥垫层回填及底板混凝土浇注；步骤S3，将池体在纵向上分为多层，自下向上依次对各层对应的池体结构进行施工；将池体进行水平分区、纵向分层，以此对沉清叠合池进行工区划分，并对各区域分别进行施工组织安排，解决施工难度较大的问题；设置夹层，通过夹层将沉淀池、清水池隔开，避免池体渗漏难以检修的问题，同时避免沉淀池内水污染清水池。
Construction method of settling tank main body structure
一种沉清池主体结构施工方法
DUAN HANTAO (author) / HUO HUIFENG (author) / LI XIANG (author) / ZHANG KAI (author) / ZHANG JIANGHUA (author) / XIE XINGJIAN (author) / ZHANG GANG (author) / DUAN CHENCHEN (author)
2023-06-06
Patent
Electronic Resource
Chinese
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