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Prefabricated mushroom-shaped pile cap for pile-supported reinforced embankment

A reinforced embankment and mushroom-shaped technology, which is applied in the field of geotechnical engineering foundation treatment, can solve the problems of poor quality controllability, easy damage, and long maintenance time, so as to improve the pile-soil load ratio and increase the pile-soil settlement difference , Improve the effect of construction efficiency

Inactive Publication Date: 2021-01-15
JINLING INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In order to improve the above shortcomings of time-consuming maintenance of cast-in-place pile caps and poor quality controllability, the industry has proposed a variety of prefabricated pile cap devices for composite foundations, providing more possibilities for improving pile cap installation efficiency and quality control
However, the improved form of the existing pile cap only considers the characteristics of "prefabricated assembly", and the top surface of the pile cap is flat, without further consideration of how to promote the soil arch effect and reinforcement effect in the pile-supported reinforced embankment
In addition, the geotechnical reinforcement laid on the top of the pile will deflect under the upper load in the later stage, and the local strain of the geotechnical reinforcement at the edge of the pile cap will increase sharply, which is not only prone to damage, but also not conducive to the overall strength of the geotechnical reinforcement.

Method used

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  • Prefabricated mushroom-shaped pile cap for pile-supported reinforced embankment
  • Prefabricated mushroom-shaped pile cap for pile-supported reinforced embankment
  • Prefabricated mushroom-shaped pile cap for pile-supported reinforced embankment

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Embodiment Construction

[0029] The present invention will be further described below in conjunction with the accompanying drawings and specific preferred embodiments.

[0030] Such as figure 1 As shown, an assembled mushroom-shaped pile cap of a pile-supported reinforced embankment is characterized in that: the prefabricated pile cap 1 includes an abutment 1.1, and the upper surface of the abutment 1.1 protrudes upwards to form an arc surface, and the described The curved surface evenly extends from the top of the upper surface of the abutment 1.1 to the edge of the upper surface of the abutment 1.1;

[0031] The lower surface of the abutment 1.1 is provided with a reserved pile hole 12, and the top of the rigid pile 2 is embedded in the reserved pile hole 12 to be detachably connected with the prefabricated pile cap 1;

[0032] The upper surface of the abutment 1.1 is in close contact with the geotechnical reinforcement 5 .

[0033] After the upper surface of the prefabricated pile cap 1 protrudes...

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Abstract

The invention discloses a prefabricated mushroom-shaped pile cap for a pile-supported reinforced embankment. The prefabricated mushroom-shaped pile cap is characterized in that a prefabricated pile cap comprises a base platform, wherein the upper surface of the base platform protrudes upwards to form a cambered surface, and the cambered surface uniformly and excessively extends to the edge of theupper surface of the base platform from the top of the upper surface of the base platform; a reserved pile hole is formed in the lower surface of the base platform, and the top end of a rigid pile isembedded into the reserved pile hole to be detachably connected with the prefabricated pile cap; and the upper surface of the base platform is tightly attached to a geotechnical reinforcing rib. The pile cap structure can form an arc-shaped structure at the top end of the rigid pile of the pile-supported reinforced embankment, promotes the deformation of the geotechnical reinforcing rib, can promote the exertion of the soil arching effect and the reinforcement effect, and can prevent the geotechnical reinforcement from being damaged at the edge of the pile cap due to overlarge local strain.

Description

technical field [0001] The invention relates to the technical field of geotechnical engineering foundation treatment, in particular to an assembled mushroom-shaped pile cap of a pile-supported reinforced embankment. Background technique [0002] The pile-supported reinforced embankment mainly includes two parts: the lower rigid pile composite foundation and the upper reinforced embankment. Most of the embankment load and traffic load are transferred to the rigid piles through the embankment soil arch effect and reinforcement effect, and then transferred to the foundation. Therefore, the pile-supported reinforced embankment has the advantages of fast construction, high bearing capacity, small total settlement and good stability, and is widely used Soft soil foundation treatment projects along (high-speed) railways and (high-speed) highways. Setting "pile caps" (or "caps") on the pile tops can concentrate more embankment loads on the pile tops, expand the pile-to-soil load ra...

Claims

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Application Information

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IPC IPC(8): E02D5/22E01C3/00
CPCE01C3/00E02D5/22
Inventor 姜彦彬王艳芳薛涛樊文虎刘聃金辰华姜昊天
Owner JINLING INST OF TECH
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