Supporting and protecting composite anti-slide pile suitable for high-attitude and high-intensity regions

A technology of high-altitude, anti-slide piles, applied in sheet pile walls, excavation, construction, etc., to achieve the effects of increased tensile capacity, good bonding performance, and enhanced plasticity

Inactive Publication Date: 2014-08-06
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, due to the sloping topography of the slope, and the lower stratum is mostly hard soil or rock, it is difficult to use static pressure or driving method for construction

Method used

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  • Supporting and protecting composite anti-slide pile suitable for high-attitude and high-intensity regions
  • Supporting and protecting composite anti-slide pile suitable for high-attitude and high-intensity regions

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Embodiment Construction

[0019] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0020] This embodiment is to install composite anti-slide piles on high slopes. According to geological and terrain conditions, the design diameter of the composite anti-slide pile is 1500mm, and the diameter of the circumscribed circle of the pile core is 800mm.

[0021] (1) Make the pile core. According to the pile hole diameter and geological and topographic conditions, the side length of the regular hexagonal prefabricated prestressed pile is designed to be 800m, and a groove is evenly distributed along the axis on each surface. The groove is semicircular, its diameter is 80-110mm, and the diameter of the grouting pipe is 110mm.

[0022] Prefabricated prestressed piles are produced by centrifugal forming technology and high temperature and high pressure steam curing. Select high-strength concrete and steel bars with D-grade tou...

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Abstract

A supporting and protecting composite anti-slide pile suitable for high-attitude and high-intensity regions is composed of a pile core and a pile cylinder, wherein the pile cylinder is tightly pasted on the outer side of the pile core. The pile core is composed of a prefabricated prestressed pile, grouting pipes and a center grouting pipe, wherein the cross section of the prefabricated prestressed pile is orthohexagonal. Each side face of the prefabricated prestressed pile is provided with a groove in the axis direction. The grouting pipes are arranged in the grooves. A center grouting hole is formed in the prefabricated prestressed pile in the central axis direction. The center grouting pipe is arranged in the center grouting hole. The pile cylinder is composed of multiple layers of reinforcing steel bar cages and a grouting body. The reinforcing steel bar cage on the innermost layer tightly wraps the pile core, the reinforcing steel bar cage on the outermost layer is tightly attached to the hole wall, and the rest layers of reinforcing steel bar cages are evenly distributed. The reinforcing steel bar cages are wrapped in the grouting body. The concrete strength of the pile core reaches more than 80 MPa, and therefore the defects that the cast-in-place concrete hardening speed is low at a low temperature, and the quality is difficult to ensure are overcome; the tension resistance of the pile is greatly improved due to the prestress of the pile core and the reinforcing steel bar cages of the pile cylinder, and therefore the horizontal bearing capacity is improved, and larger anti-slide force can be provided by the supporting and protecting composite anti-slide pile.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and relates to a composite anti-slide pile suitable for supporting high slopes in areas with high altitude and high intensity. Background technique [0002] In order to speed up the economic development and ethnic exchanges and integration of Tibetan areas, the construction of the Tibet Expressway is very urgent and necessary. The junction area between southwest my country and Tibet is located on the east side of the Qinghai-Tibet Plateau. The landform is characterized by high mountains and canyons, with high slopes and deep valleys, and steep terrain; the air is thin, the ecological environment is fragile, and there are seasonal permafrost effects; moreover, activities There are many faults, frequent earthquakes with high magnitude and high intensity, such as the Diexi earthquake (1933) and the Wenchuan earthquake (2008). Therefore, its terrain, geological conditions, climate and ecolo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/50E02D5/58E02D17/20
Inventor 陶连金边金安军海黄凯平
Owner BEIJING UNIV OF TECH
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