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High-strength prefabricated reinforced concrete hollow square pile

A technology of reinforced concrete and hollow square piles, which is applied in the field of high-strength prefabricated reinforced concrete hollow square piles, which can solve the problems of large construction compaction effect and low bearing capacity of single piles, and achieve strength improvement, high bearing capacity of single piles, and high strength high effect

Inactive Publication Date: 2016-02-24
JIANGSU XINGSHA CONSTR ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the two techniques have the common disadvantages of low bearing capacity of single piles and large soil squeezing effect during construction. The protection of surrounding road pipelines and adjacent buildings must be fully considered during construction.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] High-strength prefabricated reinforced concrete hollow square pile. The hollow square pile includes an upper section pile and a lower section pile. The centers of the upper section pile and the lower section pile are equipped with grouting holes. Both the upper section pile and the lower section pile include the following weight components Raw materials: 3 parts of basalt fiber, 2 parts of steel fiber, 4 parts of glass fiber, 100 parts of cement, 90 parts of fly ash, 900 parts of 10-15mm particle size gravel, 200 parts of 15-20mm gravel, 800 parts of sand, 130 parts of water, 1.5 parts of sulfamate-based superplasticizer, 10 parts of bentonite, 0.5 parts of superplasticizer, 1 part of air-entraining agent, 0.1 part of defoamer, 0.2 part of rosin soap, 0.05 part of tackifier and 0.3 parts of calcium stearate. Wherein, the steel fibers are common steel fibers.

[0021] The length of basalt fiber is 6-20mm, and the diameter of single filament is 7-15um; the length of stee...

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PUM

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Abstract

The invention discloses a high-strength prefabricated reinforced concrete hollow square pile comprising an upper-segment pile and a lower-segment pile, and a grouting hole is formed in the center of each of the upper-segment pile and the lower-segment pile; the hollow square pile is characterized in that the upper-segment pile and the lower-segment pile each comprise the following raw materials in parts by weight: 3 parts of basalt fibers, 2 parts of steel fibers, 4 parts of glass fibers, 100 parts of cement, 90 parts of fly ash, 900 parts of gravels with the particle size of 10-15 mm, 200 parts of gravels with the particle size of 15-20 mm, 800 parts of sand, 130 parts of water, 1.5 parts of an amino-sulfonate high-efficiency water-reducing agent, 10 parts of bentonite, 0.5 part of a super plasticizer, 1 part of an air entraining agent, 0.1 part of a defoaming agent, 0.2 part of a rosin soap, 0.05 part of a tackifier, and 0.3 part of calcium stearate. The high-strength prefabricated reinforced concrete hollow square pile has higher single-pile bearing capacity, and has the strength improved by 50% or more compared with concrete of the prior art.

Description

technical field [0001] The invention relates to a high-strength prefabricated reinforced concrete hollow square pile. Background technique [0002] Concrete is a living building material. With the continuous development of concrete composition materials, people's understanding of material composite technology has been continuously improved. The performance requirements of concrete are not limited to compressive strength, but on the basis of strength, more attention is paid to the balance and coordination of comprehensive indicators such as durability and deformation performance of concrete. The requirements for various performance indicators of concrete are more clear, detailed and specific than before. At the same time, the improvement of the level of construction equipment and the continuous emergence and promotion of new construction techniques have made concrete technology adapt to different design, construction and use requirements, and has developed rapidly. [0003...

Claims

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Application Information

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IPC IPC(8): C04B28/00C04B14/46C04B14/48C04B14/42
Inventor 赵卫政张习上钱邦栋徐春荣
Owner JIANGSU XINGSHA CONSTR ENG GRP