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Construction method and structure for strengthening deep weak structural surface of large rock slope

A technology for weak structural surfaces and rock slopes, which is applied to the construction of strengthening the deep weak structural surfaces of large rock slopes, strengthening construction structures, and strengthening the construction structures of large deep rock slopes with weak structural surfaces, can solve difficult problems Reinforcement of weak structural surfaces, long construction period, large investment and other issues, to achieve the effect of solving temperature control problems, reducing heat dissipation time, and good applicability

Active Publication Date: 2015-12-02
CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] (1) At present, due to the limitations of construction technology and economy, shallow surface reinforcement construction methods such as anchor rods, anti-slide piles, and prestressed anchor cables are mainly suitable for the case where the buried depth of the weak structural surface is less than 60-80m, and it is difficult to adjust the buried depth. Larger deep weak structural planes are reinforced
[0005] (2) When the slope is reinforced by the backfill replacement method, the reinforcement structure formed by the conventional construction method is not tightly combined with the slope rock mass, and the overall reinforcement structure cannot be formed, and the reinforcement effect is difficult to guarantee
[0006] (3) The backfilling and replacement construction of the weak structural surface in the deep part of the slope has high difficulty in construction control, long construction period and large investment

Method used

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  • Construction method and structure for strengthening deep weak structural surface of large rock slope
  • Construction method and structure for strengthening deep weak structural surface of large rock slope
  • Construction method and structure for strengthening deep weak structural surface of large rock slope

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Embodiment

[0048] Such as figure 1 and figure 2 As shown, there is a deep weak structural plane 1 along the slope direction in a large rock slope, which controls the overall stability of the slope. Many associated cracks 4 are developed on the inner and outer sides of the deep weak structural plane 1 . The steps of strengthening the deep weak structural surface 1 are as follows:

[0049] 1. Excavate the long and horizontally arranged main tunnel 2 along the direction of the deep weak structural surface 1. The section of the main tunnel 2 adopts the shape of a city gate, and the size is 8m wide x 9m high. Combined with actual geological conditions, such as image 3 As shown, the main tunnel 2 is initially supported by hanging nets, shotcrete 5, and bolts 6. Drainage holes 9 are drilled in the range of the top arch, and the depth of the holes is 4m.

[0050] 2. To excavate the branch tunnel 3, the general operation is to excavate the branch tunnel 3 after the main tunnel 2 is tempora...

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Abstract

The invention discloses a reinforcement construction method and particularly relates to a construction method for reinforcing a large rock slope deep weak structural plane. The construction method comprises the following steps: A, excavating a main tunnel along the direction of the deep weak structural plane of a rock slope, performing temporary support, and then drilling drainage holes on a tunnel soffit; B, excavating branch tunnels from two side walls of the main tunnel to the top wall and bottom wall directions of the deep weak structural plane, performing temporary support and then drilling drainage holes on tunnel soffits; and C, backfilling concretes into the main tunnel and the branch tunnels, and arranging steel bars to reinforce the backfilled concrete, wherein concrete backfilling is at least divided into two following construction period: in the first construction period, the backfilled concretes are backfilled along the peripheral inner walls of the main tunnel and the branch tunnels in a covering way, backfilling layers of the first construction period are formed on the walls of the main tunnel and the branch tunnels after the first construction period of concrete backfilling is finished, and the residual spaces of the main tunnel and the branch tunnels are utilized as grouting galleries; and after the backfilled concretes of the first construction period are solidified, the backfilled concretes of the residual construction period are utilized to fill the whole grouting galleries.

Description

technical field [0001] The invention relates to a reinforcement construction method, in particular to a construction method for reinforcement of a deep weak structural surface of a large rock slope. In addition, the invention also relates to a reinforcement construction structure, especially a construction structure for reinforcement of a deep weak structural surface of a large rock slope. Background technique [0002] Many infrastructure projects such as water conservancy and hydropower, railways, highways, and mines in my country are located in alpine and canyon areas, and the construction of these projects often involves large-scale rock slope engineering. Under the action of geological structure, the rock mass inside the slope often develops weak structural surfaces such as faults, dikes, and joint fissures, which constitute the potential sliding failure surface of the slope. The further effects of natural forces and human activities may cause further deformation, loose...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/00E02D3/12
Inventor 宋胜武周钟王仁坤叶发明黄彦昆陈岗邵敬东向柏宇张公平胡云明冯学敏
Owner CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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