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Precipitation construction method for unidirectional flashy flow manual hole digging pile in shale geology

An artificial digging pile, one-way technology, applied in the direction of infrastructure engineering, construction, etc., can solve the problems of artificial digging piles that cannot be constructed, unidirectional linear lake water seepage, complex construction environment, etc., to avoid labor and economical. Investment, guarantee construction quality, economical and reasonable effect

Pending Publication Date: 2018-07-17
泛华建设集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a unidirectional flow artificial excavation pile dewatering system in shale geology and its construction method, to solve the problem of artificial excavation pile construction in shale geological engineering, which is adjacent to the sea lake due to the construction environment. It is complex and difficult. During the construction of manual excavated pile foundations, one-way linear lake water seepage in shale geology is very likely to occur, resulting in the failure of construction of individual manual excavated piles in some single buildings. Technical problems such as tube well dewatering and other construction schemes cannot be effectively implemented

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  • Precipitation construction method for unidirectional flashy flow manual hole digging pile in shale geology
  • Precipitation construction method for unidirectional flashy flow manual hole digging pile in shale geology

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Embodiment Construction

[0037] Hereinafter, embodiments of the unidirectional gushing flow artificial bored pile dewatering system in shale geology and its construction method of the present invention will be described with reference to the accompanying drawings. The examples described here are specific specific implementations of the present invention, and are used to illustrate the concept of the present invention. They are all explanatory and exemplary, and should not be construed as limiting the implementation of the present invention and the scope of the present invention. In addition to the embodiments described here, those skilled in the art can also adopt other obvious technical solutions based on the claims of the application and the contents disclosed in the description, and these technical solutions include adopting any obvious changes made to the embodiments described here. Replacement and modified technical solutions.

[0038] The accompanying drawings in this specification are schematic...

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Abstract

The invention relates to a precipitation system for a unidirectional flashy flow manual hole digging pile in shale geology and a construction method thereof for a project where a unidirectional flashyflow is formed in a hole as a result of underground water seepage when a basic manual hole digging pile is excavated. The system comprises a basic manual hole digging pile and an cut-off manual holedigging pile, wherein the cut-off manual hole digging pile is arranged close to the basic manual hole digging pile and is located on a flashy flow channel formed by unidirectional seepage. The construction method provided by the invention is originated from a U-shaped pipe principle in physics, and the cut-off manual hole digging pile forms three U-shaped pipes different in height with the basic manual hole digging pile and lake water simultaneously, wherein the supporting layer of the cut-off manual hole digging pile is about 500mm deeper than that of the basic manual hole digging pile; whenthe basic manual hole digging pile is constructed, seeped lake water is cut off through the cut-off manual hole digging pile, and water in the cut-off manual hole digging pile is discharged out of thehole through an immersible pump, so that the amount of seeped water in the basic manual hole digging pile to be constructed is kept minimal, and the safety of the construction environment is also guaranteed while guaranteeing the construction quality.

Description

technical field [0001] The present invention relates to the field of artificial excavation pile dewatering construction, in particular to a unidirectional gushing flow artificial excavation pile dewatering system in shale geology and its construction method, which is suitable for the situation where groundwater seepage occurs when manual excavation piles are excavated in shale layers. Engineering that causes unidirectional flow in a hole. Background technique [0002] With the development of construction engineering foundation and foundation construction technology, various types of foundation construction precipitation technologies are becoming more and more perfect, but they often cannot satisfy engineers' pursuit and exploration of new precipitation technologies. At present, the main methods to solve the problems of foundation and foundation engineering dewatering construction include light well point dewatering, jet well point dewatering, electroosmotic well point dewate...

Claims

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Application Information

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IPC IPC(8): E02D19/10E02D19/12
CPCE02D19/10E02D19/12
Inventor 温磊张淼况建高洁宋卓亚
Owner 泛华建设集团有限公司