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A Confined Tube Grouting Pile Suitable for Underground Chloride Erosion Environment

A cast-in-place pile and environmental technology, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems of endangering the bearing capacity and various performances of the pile body, threatening the safety of the superstructure, affecting the quality of the pile body, etc. The effect of good salt erosion performance, reasonable structure combination and stable bearing capacity

Active Publication Date: 2021-05-07
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Under these environmental conditions, the corrosion of aggressive ions will cause non-negligible damage to the pile body, seriously affect the quality of the pile body, endanger the bearing capacity and various performances of the pile body, and as time goes on, the damage phenomenon will continue. Aggravated, bringing serious safety hazards and seriously threatening the safety of the superstructure
[0004] Due to the limitations of the existing cast-in-situ pile construction technology, its forming quality is closely related to the surrounding environmental factors, especially when it is in a chloride-salt erosion environment, there will inevitably be chloride ions in the pile body during pouring, maintenance and pile use. Intrusion, endangering the safety of the pile body, and there are serious safety hazards

Method used

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  • A Confined Tube Grouting Pile Suitable for Underground Chloride Erosion Environment

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] Production process and implementation effect performance test of constrained pipe grouting piles suitable for underground chloride erosion environment

[0033] 1. Production process of constrained tubular piles for underground chloride erosion environment

[0034] (1) Preparation of fiber-reinforced cement-based composite constrained tube

[0035] 1) The powder material is prepared according to the ratio of fiber content to 5% of the mass percentage of cement. The polymer emulsion accounts for 10% of the powder material, the amount of water reducer accounts for 1% of the powder material, and the water-cement ratio is 0.3. Stir Preparation of fiber-reinforced cement-based composite slurry. The cement is P.O 52.5 Portland cement, the organic fiber is polypropylene fiber, the polymer emulsion is styrene-butadiene latex, and the water reducer is polycarboxylic acid.

[0036] 2) According to the design parameters of outer diameter, wall thickness and pipe length of φ500*22...

Embodiment 2

[0053] Embodiment 2. is basically the same as Example 1, and the difference is that the fiber content accounts for 8% of the cement, the polymer emulsion accounts for 15% of the powder material, the superplasticizer accounts for 2% of the powder material, and the water The gray ratio is 0.40.

[0054] The organic fiber adopts polyacrylonitrile fiber, ultra-high molecular weight polyethylene fiber, polyvinyl alcohol fiber, polyester fiber or polyoxymethylene fiber, and there is no substantial difference in performance. The polymer emulsion adopts styrene-butadiene latex, acrylate emulsion, vinyl acetate emulsion or ethylene-vinyl acetate copolymer emulsion. The water reducing agent adopts polycarboxylic acid, naphthalene series or aliphatic high-efficiency water reducing agent.

Embodiment 3

[0055] Embodiment 3. is basically the same as Example 1, and the difference is that the fiber content accounts for 5% of the cement, the polymer emulsion accounts for 5% of the powder material, the superplasticizer accounts for 1.5% of the powder material, and the water The gray ratio is 0.25.

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Abstract

The invention discloses a constrained pipe cast-in-situ pile suitable for underground chloride-salt erosion environment and a preparation method thereof. The constrained pipe adopts fiber-reinforced polymer modified cement-based composite material and is prefabricated according to a centrifugal process. During on-site construction, holes are artificially formed, placed in restraint pipes, and then steel cages are placed in the pipes according to the design requirements and concrete is poured, and it is prepared after curing and hardening. The invention utilizes the restraint pipe with high resistance to chloride ion penetration to isolate the concrete poured inside from the external erosive environment, ensuring the integrity of the internal reinforced concrete structure and various mechanical performance parameters, thereby meeting the requirements of the underground chlorine salt erosive environment. Requirements for the durability of the pile structure. The pile body of the invention has high forming quality, reasonable structure combination, fully exerted mechanical properties of materials, and high pile body bearing capacity.

Description

technical field [0001] The invention relates to a constrained pipe cast-in-place pile, in particular to a restrained pipe cast-in-place pile suitable for underground chlorine-salt erosion environment. Background technique: [0002] As an important form of foundation, the pile foundation can pass through the entire weak foundation soil layer to the soil layer with good geology, overcome the negative impact brought by the bad soil layer, and provide a higher bearing capacity for the upper structure. Therefore, it is widely used in the foundations of various modern buildings and structures. [0003] China has a vast territory, complex and diverse natural environments, and complex and diverse service environments for pile foundations. Marine and offshore chloride ion erosion environments and inland salt lakes and saline-alkali land sulfate corrosion environments are very common. Concrete structures suffer from different erosion damage degrees and mechanisms in different erosion...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04E02D5/60E02D5/38C04B111/70C04B111/20
CPCC04B28/04C04B2111/20C04B2111/70C04B2201/50E02D5/38E02D5/60C04B16/06C04B2103/0045C04B2103/302C04B16/0633C04B24/2611C04B14/06C04B14/02
Inventor 姬永生石博文刘本琳张莉吴守荣徐圣楠张领雷黄国栋刘丽丽李军李果刘志勇
Owner CHINA UNIV OF MINING & TECH
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