Method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in thick-sludge soft soil area

A technology of silt soft soil and deep foundation pit, which is applied in the direction of foundation structure engineering, excavation, construction, etc., can solve the problems of high enclosure cost and long construction period, and can reduce the amount of concrete and the amount of reinforcement in the pile body. The effect of reducing material cost

Inactive Publication Date: 2013-10-16
浙江天然工程勘察有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the enclosure system also has the disadvantages of long construction period and high enclosure cost.

Method used

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  • Method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in thick-sludge soft soil area
  • Method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in thick-sludge soft soil area
  • Method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in thick-sludge soft soil area

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Embodiment Construction

[0011] The laying method of rigid long and short piles in the deep foundation pit enclosure engineering in the deep silty soft soil area provided by the present invention includes A. collecting the building and structure construction drawings of the service objects of the enclosure engineering, specifying the building elevation of the excavation surface, and sorting out the enclosure The floor plan of the project; B. Collect the geological report of the project site, fully understand the field description records of the soil layer within the influence range of the excavation depth of the foundation pit, and the various physical and mechanical test indicators of the soil layer; C. Use deep foundation pit calculation and analysis The software performs routine calculation and analysis on each enclosure section, determines the pile diameter, pile length and pile body reinforcement of the enclosure pile, and uses the design method of alternating long and short piles to review the des...

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Abstract

The invention discloses a method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in a thick-sludge soft soil area. The method comprises the following steps: A, collecting the building and structure construction drawings of the deep foundation pit support engineering to define the building elevation of an excavation surface; B, collecting the geologic reports of the deep foundation pit support engineering to learn the field description records and all physical and mechanical test indexes of the soil layers of a site within the range of influence of the deep excavation of a deep foundation pit; C, adopting analysis software to perform routine computation and analysis to all support sections to determine the diameters and lengths of the support piles and the reinforcing bars of pile bodies, and using a design method that the long piles and the short piles are arranged at intervals to perform check designing to section unit bodies. When the short piles are designed, the inserting depths and the reinforcing bars of the pile bodies as well as the diameters of the short piles are determined according to the local traditional experiences of a construction area. According to the method, not only the requirements of all the safety factors required by the computation of the support section unit bodies are met, but also the gaps between the long piles are filled with the short piles, so that the creep deformation of soil bodies between the support piles is controlled, the concrete consumption of the support piles and the consumption of the reinforcing bars of the pile bodies are reduced; the material cost is greatly lowered.

Description

technical field [0001] The invention relates to a method for arranging rigid long and short piles in deep foundation pit enclosure engineering in deep muddy soft soil areas. Background technique [0002] With the development of the economy and the acceleration of urbanization, in order to meet the growing needs of citizens for travel, rail transit transfer, commerce, parking and other functions, in the dense urban center where the land is increasingly tight, large-scale underground projects will be developed in combination with urban construction and transformation. Space has become a necessity, such as multi-storey basements of high-rise buildings, underground railways and underground stations, underground roads, underground parking garages, underground streets, underground shopping malls, underground substations, underground warehouses, underground civil defense fortifications, and various underground civil and industrial facilities etc. In the process of development and u...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/02E02D17/04
Inventor 刘羽
Owner 浙江天然工程勘察有限公司
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