Combined slope support construction method

A construction method and combined technology, which is applied in excavation, artificial islands, water conservancy projects, etc., and can solve problems such as slope support life cannot meet the demand

Active Publication Date: 2021-04-23
SHENZHEN GONGKAN GEOTECHN GRP
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] The purpose of the present invention is to provide a combined slope support construction method, aiming to solve the problem in the prior art that the slope is larger than 10m, and the support life of the slope support cannot meet the demand

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  • Combined slope support construction method
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Embodiment Construction

[0025] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0026] The implementation of the present invention will be described in detail below in conjunction with specific embodiments.

[0027] In the drawings of this embodiment, the same or similar symbols correspond to the same or similar components; The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, or in a specific orien...

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Abstract

The invention relates to the technical field of slope support construction methods, and discloses a combined slope support construction method. The steps are as follows: 1), leveling treatment; 2), pouring drill holes to form pile bodies; 3), construction between piles The board between piles is vertically arranged, and the board between piles and the pile body are in a fixed arrangement; 4) The pile body and the slope form a multi-layer filling space, and the rolling soil is backfilled in the filling space many times to form a multi-layer rolling Soil layer; 5), after backfilling the rolling soil each time, construct unloading slabs; 6), construct blind ditch above each layer of unloading slabs, one end of the blind ditch is fixedly arranged, and the other end of the blind ditch extends The water outlets are respectively formed through the pile body and the inter-pile slab. In this way, the earth pressure distribution of the support structure is adjusted, the self-weight of the support structure is increased, the overturning stability is improved, and the support limit of the support structure is improved. Effectively control the deformation of the slope within the normal service life to ensure the safety of the project.

Description

technical field [0001] The patent of the present invention relates to the technical field of slope support construction methods, in particular, to a combined slope support construction method. Background technique [0002] When planning buildings on a mountain, if the planned site elevation is higher than the current terrain, the filling slope needs to be treated, and cantilever retaining walls, pile foundations + buttress retaining walls, unloading sheet pile sheet walls are often used As a retaining structure, the unloading sheet pile sheet wall is composed of an unloading sheet + anti-slide pile, which is often suitable for the treatment of fill slopes with a support depth of less than 10m. [0003] Conventional unloaded sheet pile-slab walls are mainly composed of excavated piles, unloaded plates, and inter-pile plates. Generally, only one unloaded plate is provided, and the backfilled soil is pressed against the unloaded plate to provide reverse pressure, thus compared ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/20E02D29/02E02D3/10
Inventor 何志勇程磊赖安锋朱洪明李志波
Owner SHENZHEN GONGKAN GEOTECHN GRP
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