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Lime silica sand silicate cement and use technique method thereof in tubular pile production

A technology of portland cement and silica sand, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, can solve the problems of not being popularized and used, low concrete strength, immature technology, etc., and achieve good economic benefits and Effects of social benefits, good gelling properties, and good early-strength properties

Inactive Publication Date: 2011-09-14
嘉兴学院管桩应用技术研究所
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Invention patents ZL 93101616.9, ZL95116762.6, ZL98122869.0, ZL03113121.2, ZL03112836.X, ZL03113366.5, ZL03112837.8, ZL03113220.0, ZL03113256.1, ZL5.311 for ferrite in cement Pipe pile cement, high-strength pipe pile cement, finely ground construction sand, ground slag, ground steel slag, ground silica sand, etc. replace cement or part of cement to produce pipe piles and other technical methods, because these technical methods are used in the production of pipe piles. The early strength is low or the production is relatively complicated or the technology is immature, so some patented technologies have not been well promoted and used

Method used

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Embodiment 1

[0008] Embodiment 1. AB type prestressed high-strength concrete pipe piles (that is, PHC piles, whose concrete design strength is C80 grade) are produced with an outer diameter of 400 mm and a wall thickness of 90 mm. Portland cement clinker (wherein C 3 A content 5.5%), silica sand (of which SiO 2 Content 93%), slag, gypsum, etc. are mixed in a certain proportion and then ground to a specific surface area of ​​420m 2 / kg means that the lime silica sand portland cement has been synthesized. The admixture of Portland cement clinker, silica sand and quicklime in lime silica sand Portland cement is 66%: 30%: 4% by mass percentage, and the admixture of gypsum in cement is calculated as 6% of the total amount of the above three components, SO in cement 3 was 2.8%. Mix silica sand portland cement together with sand, gravel and concrete high-efficiency water reducer in a forced concrete mixer for 150 seconds, and then feed the mixture into the lower part of the pipe pile steel fo...

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PUM

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Abstract

The invention provides lime silica sand silicate cement and a use technique method thereof in tubular pile production. The lime silica sand silicate cement is obtained by the following steps: mixing lime silicate cement clinker, silica sand, quicklime, gypsum and the like in a certain proportion; and then grinding. The use technique method is as follows: the cement is used for replacing high-label silicate cement or ordinary silicate cement, and a tubular pile is produced by using a steam maintenance process. By using the cement, the concrete in the tubular pile under the normal-pressure maintenance condition has good early strength property, and the strength of the concrete in the tubular pile under the autoclave maintenance condition.

Description

technical field [0001] The invention relates to a production technical method of concrete pipe piles. Background technique [0002] In the prior art, pretensioned prestressed concrete pipe piles ("pipe piles" for short) include: prestressed concrete pipe piles (i.e. PC piles, the concrete design strength is C60 grade), prestressed high-strength concrete pipe piles (i.e. PHC piles , the concrete design strength is C80 grade), prestressed concrete thin-walled pipe piles (ie PTC piles, the concrete design strength is C60 grade). The cementitious material used in the production of pipe piles is portland cement above grade 42.5 or ordinary portland cement. Invention patents ZL 93101616.9, ZL95116762.6, ZL98122869.0, ZL03113121.2, ZL03112836.X, ZL03113366.5, ZL03112837.8, ZL03113220.0, ZL03113256.1, ZL5.311 for ferrite in cement Pipe pile cement, high-strength pipe pile cement, finely ground construction sand, ground slag, ground steel slag, ground silica sand, etc. replace ceme...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/14E02D5/58E02D5/30
Inventor 蒋元海
Owner 嘉兴学院管桩应用技术研究所
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