Production process for producing flow-state self-compacting backfill solidified soil by using solidifying material, application and equipment thereof

A solidification material and production process technology, applied in soil protection, filling, solid waste management, etc., can solve problems such as poor economic benefits, uneven mixing of mechanical equipment, large footprint of processing equipment, etc., to save resources Effect

A solidification material and production process technology, applied in soil protection, filling, solid waste management, etc., can solve problems such as poor economic benefits, uneven mixing of mechanical equipment, large footprint of processing equipment, etc., to save resources Effect

CN114716205APending Publication Date: 2022-07-08中建三局四川建筑装备有限公司 +1

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  • Production process for producing flow-state self-compacting backfill solidified soil by using solidifying material, application and equipment thereof
  • Production process for producing flow-state self-compacting backfill solidified soil by using solidifying material, application and equipment thereof
  • Production process for producing flow-state self-compacting backfill solidified soil by using solidifying material, application and equipment thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0057] Embodiment 1: according to the following material proportions, prepare fluid state self-compacting backfill solidified soil:

[0058] Sand, 75%;

[0059] Catalyst (air-entraining agent, naphthalene-based water reducing agent, expansion agent), 7.92%;

[0060] Curing agent (hydroxypropyl methylcellulose), 0.08%;

[0061] Auxiliary cementitious material (Portland cement), 17%;

[0062] Water: about 15% of total mass

[0063] Slump: 250mm

[0064] Compressive strength test: The best moisture content is the static pressure test, the degree of compaction is 96%, the standard curing, the average unconfined compressive strength is 1.23Mpa at the age of 7 days and the unconfined compressive strength at the age of 28 days is 1.23Mpa. The average limit compressive strength is 3.04Mpa.

Embodiment 2

[0065] Embodiment 2: according to the following material proportions, prepare fluid state self-compacting backfill solidified soil:

[0066] Sand, 75%;

[0067] Catalyst (air-entraining agent, polycarboxylic acid-based water reducing agent, expansion agent), 7.92%;

[0068] Curing agent (hydroxypropyl methylcellulose), 0.08%;

[0069] Auxiliary cementitious material (Portland cement), 17%;

[0070] Water: about 15% of total mass

[0071] Slump: 258mm

[0072] Compressive strength test: The best moisture content is the static pressure test, the degree of compaction is 96%, the standard curing, the average unconfined compressive strength at 7 days of age is 1.14Mpa and the average of unconfined compressive strength at 28 days of age is 1.14Mpa. The average limit compressive strength is 2.84Mpa.

Embodiment 3

[0073] Embodiment 3: prepare fluid state self-compacting backfill solidified soil according to the following material ratios:

[0074] Sand, 75%;

[0075] Catalyst (air-entraining agent, naphthalene-based water reducing agent, expansion agent), 7.92%;

[0076] Curing agent (hydroxypropyl methylcellulose), 0.08%;

[0077] Auxiliary cementitious materials (Portland cement, fly ash), 17%;

[0078] Water: about 15% of total mass

[0079] Slump: 254mm

[0080] Compressive strength test: The best moisture content is the static pressure test, the degree of compaction is 96%, the standard health care, the average unconfined compressive strength at 7 days of age is 0.98Mpa and the average of unconfined compressive strength at 28 days of age is 0.98Mpa. The average limit compressive strength is 2.65Mpa.

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Abstract

The invention discloses a production process, application and equipment for producing flow-state self-compacting backfill solidified soil by using a solidifying material, which comprises the following steps: taking soil, sludge and building residue soil as main solidifying materials, taking a catalyst and a solidifying agent as catalytic materials, taking tailings such as Portland cement, fly ash, phosphogypsum and lithium slag as auxiliary cementing materials, and adding a certain proportion of water, the mixture which has flowability and self-compaction performance and has certain strength and impermeability after being cured is formed, and the mixture can be widely applied to fertilizer groove backfilling, foundation reinforcement, road subgrade backfilling, mine goaf backfilling, municipal pipe gallery backfilling and wall decoration; according to different requirements of component properties of soil and strength of a finished product, the mass percent of each component material is as follows: 70-80% of soil; 5%-10% of a catalyst; 0.05% to 0.10% of a curing agent; 10%-20% of an auxiliary cementing material; the flowability and the water required by the reaction process are met. The material not only has high strength, but also has good flowability and water stability, is convenient to construct, is green and environment-friendly, and has a good application prospect.

Description

technical field [0001] The invention relates to the technical field of backfilling solidified soil processing, in particular to a production process, application and equipment for producing fluid self-compacting backfilling solidified soil by using solidified materials. Background technique [0002] Due to the increasing number of engineering construction, with the rapid development of engineering construction, a large amount of construction waste, excavated soil, dregs, and silt generated by river management have been generated. The traditional method is to stack, discard or Landfill has not been effectively recycled and utilized, thus causing a lot of waste of land resources and soil resources. [0003] On the other hand, in the process of construction of various projects, there are often needs to improve and reinforce soil, such as foundation treatment, roadbed reinforcement, etc., as well as trenches and mine backfill operations. For these construction needs, the common...

Claims

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Application Information

Patent Timeline
08 Jul 2022
Publication
CN114716205A
IPC
C04B28/04; E02D3/12; E02D17/18; B02C4/08; B02C23/10
CPC
C04B28/04; E02D17/18; E02D3/12; B02C4/08; B02C23/10; C04B2201/50; C04B2111/00017; C04B2111/00724
Inventors
侯春明; 任志平