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Dividing wall anchoring type supporting structure and construction method thereof

A supporting structure and anchoring technology, which is applied in the direction of basic structure engineering, underwater structures, excavation, etc., can solve the problem of affecting the effect of mechanical compaction and construction efficiency, and can not give full play to the performance of supporting structures. Can not play the role of pulling out, to achieve the effect of strengthening the practical value of the project, avoiding waste of land resources, and reasonable force

Inactive Publication Date: 2020-12-25
LANZHOU UNIVERSITY OF TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although it can better solve the problem of filling slope support, due to its specific construction method and scope of application, these structures cannot be widely used
As far as the piles are concerned, increasing the pile diameter and pile length can provide a large support resistance and improve the safety and reliability of the support structure. As far as the gravity retaining wall is concerned, due to simple raw materials, convenient construction and low cost, it is suitable for lower slope support, but it cannot meet the support requirements for high slopes
However, such as reinforced soil retaining walls and other supporting mechanisms, due to the material and service life of the reinforced body, etc., the scope of use is limited.
At the same time, the anchor plate structure mainly uses the lateral resistance at the contact position between the soil and the anchor plate to provide the bearing capacity of the support structure. cracks, so that external rainwater seeps through and accelerates structural damage. In addition, due to the high construction requirements for placing anchor plates, it affects the effect of mechanical compaction and construction efficiency
Supporting structures like this cannot give full play to the performance of their supporting structures due to many limiting factors such as economic cost, construction procedures, construction materials, and scope of application.
[0004] Obviously, the existing support technology can no longer meet the development of filling engineering, especially the application of high filling engineering

Method used

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  • Dividing wall anchoring type supporting structure and construction method thereof
  • Dividing wall anchoring type supporting structure and construction method thereof
  • Dividing wall anchoring type supporting structure and construction method thereof

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Embodiment Construction

[0037] In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.

[0038] like Figure 1~3 shown, where, figure 1 is the side structure schematic diagram of the partition wall anchoring support structure of the present invention; figure 2 is a schematic diagram of the front structure of the support structure of the present invention; image 3 It is a schematic diagram of the internal reinforcement structure of the cast-in-place anchor plate and the anchor rod in the support structure of the present invention.

[0039] A partition anchoring type supporting structure is used for supporting the filling slope body 1. The structure includes a ...

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Abstract

The invention discloses a dividing wall anchoring type supporting structure and a construction method thereof. The supporting structure is used for supporting a fill slope body and comprises a cast-in-place anchor plate, anchor rods and a counterfort type retaining wall, the counterfort type retaining wall comprises a bottom plate, soil retaining vertical plates and a plurality of counterforts arranged in parallel, and the bottoms of the counterforts and the bottoms of the vertical plates are vertically poured on the bottom plate; one side face of each counterfort is tightly attached to one side face of the corresponding vertical plate, and the space between every two adjacent counterforts is filled with the fill slope body; and the cast-in-place anchor plate is arranged in the fill slopebody, the cast-in-place anchor plate is connected with one ends of the anchor rods, and the other ends of the anchor rod pass through the space between two adjacent counterforts, penetrate through thevertical plates and then are limited on the sides, away from the counterforts, of the vertical plates. The structure form is simple, stress is reasonable, practicability is high, the construction process is simple and convenient, cost is low, the stability of the fill slope is high, higher engineering practical value and important social and economic benefits are achieved, and the structure is worthy of large-scale application and popularization.

Description

technical field [0001] The invention belongs to the technical field of geotechnical support engineering, and in particular relates to a partition anchored support structure and a construction method thereof. Background technique [0002] In recent years, the contradiction between more and more land for mountain reclamation, urbanization and the reduction of buildable land is particularly prominent. A large number of roads, railways, airports, and residences are built in the western mountainous areas, resulting in a large number of excavation and filling works to form construction land. As we all know, for the characteristics of filling engineering, because the soil used in the project is not the original soil, the stability of the filling soil is particularly prominent. In recent years, an endless stream of engineering accidents has caused huge threats to people's lives and property safety, and the economic losses to the society are even more immeasurable. It can be seen t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/20E02D5/76E02D29/02
CPCE02D5/76E02D17/20E02D29/02E02D29/0283E02D2250/0023
Inventor 韦正德朱彦鹏杜一博杨奎斌赵壮福吕向向
Owner LANZHOU UNIVERSITY OF TECHNOLOGY
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