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High-durability and high-bearing-capacity concrete pipe pile

A concrete pipe pile, durability technology, applied in sheet pile wall, construction, infrastructure engineering and other directions, can solve the problems of high construction cost, high maintenance cost, poor durability, etc., to improve load resistance, save steel consumption, improve The effect of mechanical properties

Active Publication Date: 2014-07-09
黄贺明
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In order to improve the durability and bearing capacity of concrete pipe piles, most of the traditional concrete pipe piles increase the amount of steel and increase the thickness of pipe piles to improve their load resistance and impermeability. This technical measure makes the pipe piles very heavy , and uneconomical, the construction cost is very high, and the more critical pipe pile has little effect on resisting high cold, high alkali and high sulfate, the maintenance cost is high during project operation, and the durability is poor

Method used

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Examples

Experimental program
Comparison scheme
Effect test

specific Embodiment 1

[0030] Specific embodiment 1: prepare raw material according to the following ratio: 710 parts of ordinary Portland cement; Average particle diameter 0.30um, Sio 2 185 parts of silicon powder with a content ≥ 92%; 1150 parts of quartz sand with a particle size of 0.16-1.25mm; 14 parts of superplasticizer; 175 parts of water; 110 parts of copper-plated steel fiber with a diameter of 0.18-0.25mm and a length of 11-15mm .

[0031] After the above-mentioned raw materials are equipped, prepare according to the following steps:

[0032] ① Add the copper-plated steel fiber and quartz sand with limited formula into the mixer and stir for 1 to 1.5 minutes until uniform to make spare materials;

[0033] ②Add the cement and silica fume specified in the formula and 30% of the formula water to the spare materials and continue to stir for 0.5-1.0 minutes until uniform and ready for use;

[0034] ③ Mix the high-efficiency water reducer and the remaining water in the above formula evenly, t...

specific Embodiment 2

[0038] Specific embodiment 2: prepare raw material according to the following ratio: 685 parts of ordinary Portland cement; Average particle diameter 0.30um, Sio 2 170 parts of silicon powder with a content ≥ 92%; 1100 parts of quartz sand with a particle size of 0.16-1.25mm; 13 parts of high-efficiency water reducer; 165 parts of water; 90 parts of copper-coated steel fibers with a diameter of 0.18-0.25mm and a length of 11-15mm , the preparation steps are the same as in Example 1.

specific Embodiment 3

[0039] Specific embodiment 3: prepare raw material according to the following ratio: 760 parts of ordinary Portland cement; Average particle diameter 0.30um, Sio 2 200 parts of silicon powder with a content ≥ 92%; 1190 parts of quartz sand with a particle size of 0.16-1.25mm; 15 parts of superplasticizer; 190 parts of water; 150 parts of copper-plated steel fiber with a diameter of 0.18-0.25mm and a length of 11-15mm , the preparation steps are the same as in Example 1.

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PUM

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Abstract

The invention discloses a high-durability and high-bearing-capacity concrete pipe pile, which is characterized by comprising the following raw material in part by mass: 685 to 760 parts of common silicate cement, 170 to 200 parts of silicon powder with an average particle size of 0.30 mu m and a SiO2 content of more than or equal to 92 percent, 1,100 to 1,190 parts of quartz sand with a particle size between 0.16 to 1.25mm, 13 to 15 parts of superplasticizer, 165 to 190 parts of water, and 90 to 150 parts of copper-plated steel fibers with a diameter between 0.18 and 0.25mm and a length between 11 and 15mm. The preparation process of the pipe pile is to uniformly stir the steel fiber and fine quartz sand and the concrete, silicon powder, water and superplasticizer in turn to obtain a mixture, fill the mixture into a mold, form with vibrating, cure in a steam environment with a temperature between 75 and 95 DEG C and a humidity of not less than 95 percent for 36 to 48 hours and demold. The pipe pile has the advantages of high antifatigue performance and corrosion-resistance performance and small cross section thickness.

Description

technical field [0001] The invention relates to a concrete pipe pile with high durability and high bearing capacity applied to tunnels and subways and a preparation method for the pipe pile. Background technique [0002] With the rapid development of my country's economy, the construction of railways, road tunnels, and urban subways has increased rapidly, and the demand for concrete pipe piles suitable for the construction of railways, road tunnels, and urban subways has also increased. In order to improve the durability and bearing capacity of concrete pipe piles, most of the traditional concrete pipe piles increase the amount of steel and increase the thickness of pipe piles to improve their load resistance and impermeability. This technical measure makes the pipe piles very heavy , It is not economical, and the construction cost is very high. The more critical pipe pile has little effect on resisting high cold, high alkali and high sulfate, and the maintenance cost is hig...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04E02D5/30
Inventor 黄贺明党智斌
Owner 黄贺明
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