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Technical Measures for Preventing Concrete Segregation in Wet-Spray Trolleys

Release time:

2026-05-21

Source:

Author:


Summary:

Concrete segregation is a common issue in wet‑spraying operations, leading to reduced spray quality, increased rebound rates, and accelerated equipment wear. Systematic technical controls and standardized operational management can effectively prevent the occurrence of concrete segregation.

I. Mix Proportion Design and Optimization

Material Proportion Control

Scientific Design of Concrete Mix Proportions:

1.  The amount of cementitious material shall not be less than 400kg/m ³, ensure sufficient slurry volume

2.  The sand ratio is controlled at 50%-55% Scope: optimize particle gradation

3.  The water-cement ratio is strictly controlled at 0.4-0.45 between

4.  Add an appropriate amount of fly ash ( 15%-20% ) Improve workability

Admixture Selection

Proper use of functional admixtures:

Select a polycarboxylate-based high-performance water reducer.

Incorporating a thickening agent to enhance the cohesion of the slurry.

Use a slump-retaining agent to maintain workability.

Add fine fillers to fill the voids.

II. Mixing and Transportation Control

Stirring Process Control

Ensure uniform mixing:

Stirring time shall be no less than 90 seconds

The batching sequence shall be strictly followed in accordance with the specifications.

Keep the mixer speed within a reasonable range.

Regularly inspect the wear condition of the mixing blades.

Transportation Process Management

Anti-segregation measures during transportation:

1.  The transit time is kept within 1 Within an hour

2.  Keep the mixing tank maintained. 3-6r/min Slow rotation

3.  Avoid abrupt stops and starts, as well as severe jolts.

4.  After arrival, stir rapidly for no less than 2 minute

III. Equipment Operating Procedures

Pumping Parameter Settings

Properly set pumping parameters:

The pumping speed remains stable, avoiding sudden changes.

System pressure is maintained within the rated range.

Adjust the displacement in real time based on the slump value.

Avoid prolonged interruptions in pumping.

Equipment maintenance and upkeep

Maintain equipment in good condition:

1.  Regular inspection S Valve and pipe sealing condition

2.  Maintain the smoothness of the inner wall of the delivery cylinder.

3.  Replace worn piston assemblies promptly.

4.  Clean the hopper mixing device.

IV. On-site Construction Management

Spraying Operation Control

Key points for standardizing spraying operations:

Control the spray distance within 1-1.5 Meter range

Keep the nozzle perpendicular to the surface being sprayed.

Adopting a layered spraying process

Control the thickness of single-layer spraying

Environmental Factor Response

Measures for Handling Special Operating Conditions:

1.  Implement cooling measures during hot weather.

2.  Strengthen waterproofing protection during the rainy season.

3.  Optimized Mix Proportion for Long-Distance Pumping

4.  Vertically pumped concrete should have its sand ratio appropriately increased.

V. Quality Inspection and Monitoring

Process monitoring

Quality monitoring during construction:

Test the slump and spread of each truck.

Observation of concrete cohesion and water retention

Check for bleeding and segregation.

Record the readings of the pressure gauge and the flow meter.

Finished Goods Inspection

Jet Performance Testing and Evaluation:

1.  Rebound index testing

2.  Check the flatness of the sprayed surface.

3.  Take samples for strength testing.

4.  Assess the degree of compaction and uniformity

VI. Development of the Emergency Response Plan

Exception Handling

Emergency measures in the event of segregation:

Slight segregation; adjust the mix proportion and continue using it.

Moderately segregated concrete is returned to the mixing plant for reprocessing.

Severely segregated material shall be disposed of as waste.

Record the causes of segregation and the corrective measures.

Preventive measures have been improved.

Continuous Improvement of Prevention Plans:

1.  Analyze the causes of segregation incidents.

2.  Optimize mix design

3.  Improve construction techniques

4.  Strengthen personnel training

VII. Technical Training Management

Operator Training

Enhance Professional Skills:

Master the principles of mix design.

Familiar with equipment operating procedures.

Understand the material’s performance characteristics.

Possess problem-identification skills

Management System Development

Improve the management system:

1.  Develop standardized operating procedures.

2.  Establish a quality accountability system.

3.  Implement a performance appraisal system.

4.  Improve technical file management.

Conclusion

Preventing concrete segregation is a critical factor in ensuring the quality of shotcrete operations performed by wet‑spraying rigs. Through scientifically designed mix proportions, standardized equipment operation, rigorous construction management, and comprehensive quality control, the occurrence of segregation can be effectively mitigated. It is recommended to establish a full‑process quality monitoring system, enhance technical training for personnel, and continuously optimize construction procedures to ensure stable and reliable shotcrete quality. At the same time, emphasis should be placed on summarizing practical experience and fostering technological innovation to steadily elevate construction expertise, thereby providing robust assurance for project quality.