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Multi-scale polypropylene fiber pumping concrete

A polypropylene fiber, pumping concrete technology, applied in the field of concrete building materials, can solve the problems of loss of suspension state, insufficient mechanical properties, poor crack resistance, etc., to improve mechanical properties and durability, good pumping performance, improve resistance cracking effect

Pending Publication Date: 2021-08-06
CHONGQING UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The performance requirements of pumped concrete are higher than those of ordinary concrete, and the slump is larger than that of ordinary concrete. At the same time, its fluidity during transportation in the mixer truck must be guaranteed. If there is a problem with the performance, it will occur on site due to poor fluidity. The problem of not pouring
At present, there are still a series of problems in pumping concrete that need to be solved urgently: (1) The suspension state of the stones in the cement is lost, they accumulate together, and then block the pipeline; (2) The concrete itself slumps due to the unreasonable design of the mix ratio (3) As the pumping speed increases, the pump pressure loss increases
(4) Its mechanical properties are not enough, the compressive strength and splitting tensile strength are not up to the standard, and the crack resistance is poor, which will lead to various diseases of the tunnel lining, such as lining cracking, lining corrosion, water leakage, etc., which are serious Affect the driving safety; and for the serious disease section, it is necessary to carry out disease treatment, the replacement of the second lining and even the replacement of the arch wall, resulting in huge economic losses
(5) Pumping fiber concrete is easy to agglomerate and cause pump blockage, or easy to bleed and segregate

Method used

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  • Multi-scale polypropylene fiber pumping concrete
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  • Multi-scale polypropylene fiber pumping concrete

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] Materials used:

[0026] The cement is P·O 42.5R from Chongqing Conch Cement Co., Ltd.;

[0027] The fine aggregate is machine-made sand produced by Chongqing Jinjing Building Materials Co., Ltd., with a fineness modulus of 2.6-3.0;

[0028] Coarse aggregate is crushed stone with a particle size of 5-25mm produced by Chongqing Jinjing Building Materials Co., Ltd., which is continuously graded; the particle size of the first coarse aggregate is 5-10mm, and the second particle size of the coarse aggregate is 10-25mm;

[0029] The water reducer is a polycarboxylate high-efficiency water reducer;

[0030] The preservative is Jiangsu Subote SBT-RMA (Ⅱ) high-efficiency concrete preservative.

[0031] Step 1: Determination of the proportion of basic materials (adaptation of slump and expansion).

[0032] Test 1: It consists of the following components by weight: 250 parts of cement, 180 parts of mineral powder, 70 parts of fly ash, 700 parts of sand, 210 parts of coarse agg...

Embodiment 2

[0037] The concrete prepared in Example 1, whose slump and expansion both meet the pumping requirements, was tested by the plate method, and a large number of cracks appeared. After several tests, it was found that the addition of polypropylene fibers improved its crack resistance.

[0038] Table 1 shows the physical properties of the polypropylene fiber used in the present invention. The polypropylene fiber 1 is from Beijing Rongnaier Engineering Materials Co., Ltd., the polypropylene fiber 2 is from Jiangsu Nantong Syntigram Monofilament Technology Co., Ltd., and the polypropylene fiber 3 is from Ningbo Produced by Dacheng New Materials Co., Ltd., it is a wavy, double-sided twill-type coarse polypropylene fiber.

[0039] Table 1 Polypropylene fiber physical properties

[0040]

[0041] Embodiment 2: be made up of the following components by weight: 300 parts of cement, 150 parts of mineral powder, 50 parts of fly ash, 664 parts of sand, 268 parts of coarse aggregate one,...

Embodiment 3

[0042] Embodiment 3: be made up of the following components by weight: 310 parts of cement, 150 parts of mineral powder, 50 parts of fly ash, 664 parts of sand, 268 parts of coarse aggregate one, 824.8 parts of coarse aggregate two, 168 parts of water, 6.6 parts of water reducer, 8 parts of preservative, 0.9 part of polypropylene fiber 2.

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Abstract

The invention relates to multi-scale polypropylene fiber pump concrete which is prepared from the following raw materials: cement, mineral powder, fly ash, sand, coarse aggregate, a water reducing agent, a preservative, polypropylene fibers and water. Through a large number of experiments, the appropriate proportion of all the components is optimized, and the concrete with high strength and good pumping performance is provided. The polypropylene fiber pump concrete disclosed by the invention has excellent slump, expansion, compressive strength, splitting tensile strength and early-stage crack resistance; and has good workability and good pumping performance, and can be used for on-site construction pumping.

Description

technical field [0001] The invention belongs to the technical field of concrete building materials, and in particular relates to a multi-scale polypropylene fiber pumped concrete. Background technique [0002] Pumped concrete is a kind of ready-mixed concrete that is poured with a concrete pump. Compared with ordinary concrete, pumped concrete speeds up the construction progress, saves labor and reduces the intensity of manual work, especially in more and more In the cast-in-place structure of high-rise buildings, a large amount of concrete needs to be transported horizontally and vertically to very high construction points. Moreover, the use of pumped concrete can also improve the construction quality, significantly reduce the construction cost, and obtain significant technical and economic benefits in the project, so the pumped concrete technology has been widely used. At present, pumped concrete has become the most widely used variety in ready-mixed concrete. [0003] T...

Claims

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Application Information

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IPC IPC(8): C04B28/04
CPCC04B28/04C04B2111/00146C04B2201/50C04B2201/52C04B18/08C04B18/141C04B14/06C04B16/0633C04B14/02C04B2103/302C04B2103/67
Inventor 梁宁慧周侃杨沛文卢国兴毛金旺任联玺
Owner CHONGQING UNIV
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