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Inverted construction method and structure of bearing platform and base plate of basement under current-formed soils

A construction technology and basement technology, which is applied in basic structure engineering, construction, etc., to achieve the effect of convenient construction and installation, convenient operation and simple construction process

Active Publication Date: 2014-11-05
CHINA CONSTR FOURTH ENG DIV
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Problems solved by technology

[0003] The object of the present invention is to provide a simple and reliable construction process and structure for the inverted construction process and structure of the bottom plate of the basement under the flow-plastic soil quality, so as to solve the current traditional The technology encounters the problem of landslides or collapses in the construction of basements under plastic soil, thereby overcoming the deficiencies of existing technologies

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  • Inverted construction method and structure of bearing platform and base plate of basement under current-formed soils

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Embodiment Construction

[0016] The present invention will be described in further detail in specific implementation below in conjunction with the accompanying drawings, but not as any limitation to the present invention.

[0017] An inversion construction process of the basement cap floor under the flow-plastic soil quality of the present invention is that the construction process includes the following steps:

[0018] Step 1. Fabrication of the foundation pit; the foundation pit is determined according to the required construction floor area and the elevation of the bottom surface of the cap, specifically, the excavation area of ​​the foundation pit is greater than or equal to the floor area, and the excavation depth of the foundation pit reaches the elevation of the bottom surface of the cap 5cm to 50cm below the position, and then make engineering piles on the foundation pit surface according to the position required by the drawing design.

[0019] Step 2: Construction of plain concrete cu...

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Abstract

The invention discloses an inverted construction method and structure of a bearing platform and a base plate of a basement under current-formed soils. The inverted construction method includes that earth excavation of a foundation pit is a one-time excavation, the foundation pit is excavated and 5cm-50cm lower than an elevation position of the bottom surface of the bearing platform, a plain concrete cushion layer and a waterproof layer are sequentially constructed at the bottom of the foundation pit, position of the waterproof is at the elevation position of the bottom surface of the bearing platform, then the base plate and the bearing platform are constructed on the waterproof layers, and filling materials are filled in gaps in the bearing platform. The inverted construction method and structure is convenient to construct, safe and rapid and free of a brick molding die and a pit in a pit. The base plate is integrated with the bearing platform, so that strength of the bearing platform is greatly strengthened. The plain concrete cushion layer and the waterproof layer are convenient to construct and assemble and in a same plane, thereby achieving guaranteed waterproof effect. Concrete blocks supported in broken reinforced concrete are recycled and backfilled in the gaps in the bearing platform to construct a water filtering layer, thus saved materials, energy saving and environmental protection are achieved.

Description

technical field [0001] The invention relates to an inverted construction process and structure of a basement platform under flow-plastic soil quality, and belongs to the technical field of foundation construction technology. Background technique [0002] With the acceleration of urbanization and the decrease of land resources, human needs and dependence on underground space are becoming stronger and stronger, and the corresponding building foundations are getting deeper and deeper. The difficulty is getting higher and higher. Generally, grading or masonry brick molds are used. However, grading under the flow-plastic soil is prone to landslides and lead to rework, and the construction progress is slow, which seriously affects the construction progress of the entire floor. The flow-plastic soil The lower brick formwork is also prone to collapse, and the backfill of the backside soil of the brick formwork is easy to squeeze the brick formwork and cause collapse, which also s...

Claims

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Application Information

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IPC IPC(8): E02D27/34
Inventor 张明祝国梁陈景镇
Owner CHINA CONSTR FOURTH ENG DIV
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