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Gold Science and Technology ›› 2021, Vol. 29 ›› Issue (4): 573-581.doi: 10.11872/j.issn.1005-2518.2021.04.201

• Mining Technology and Mine Management • Previous Articles    

Optimization of Aggregate Gradation of Paste Filling Material Prepared by Construction Waste

Long HAI(),Bo XU,Xin ZHAO   

  1. School of Mechanics and Engineering,Liaoning Technical University,Fuxin 123000,Liaoning,China
  • Received:2020-11-24 Revised:2021-02-28 Online:2021-08-31 Published:2021-10-08

Abstract:

Paishanlou gold mine uses crushed stone and cement slurry spray cementation filling technology,and the cement consumption accounts for more than 15%.Due to the poor water absorption of the crushed stone,the gaps between the particles are large and interconnected,a considerable part of the cement slurry is lost,which not only causes waste of materials,but also seriously pollutes the underground environment.In order to solve the problem of the lack of filling materials,the Paishanlou gold mine investigated the conditions of the source of aggregates near the gold mine.Then construction waste piled up on the southern edge of Fuxin City was processed and crushed into underground paste filling material aggregates.Portland cement was used as a cementing material,and a scientific and reasonable material ratio was designed to fill the goaf.By using construction waste,while solving the problem of insufficient sources of underground filling materials,it reduces various hazards caused by a large amount of construction waste.Not only can it bring significant economic benefits to the enterprise,but also make full use of bulk solid waste,resulting in huge environmental and social benefits.Using the method of geotechnical test,the universal hardness of the concrete block was measured to be 3.74,which is a medium firm rock,and the difficulty of breaking is moderately small.The universal hardness of the brick is 1.17,which is a relatively soft rock and easy to break.The apparent density of the material is 2.137,which is less than 2.6~2.8 of general rocks.The natural moisture content is 3.56% and it is in a relatively dry state.The water absorption rate is 9.3%.In view of the lack of intermediate particle size of construction waste in primary crushing,a new crushing process was proposed:1/3 of the coarse aggregate after primary crushing is crushed to less than 15 mm and backmixed to obtain a well-graded aggregate.Good gradation is beneficial to the workability,water requirement and fluidity of the slurry.Aiming at the strength and fluidity of paste filling materials,construction waste is used to prepare aggregates,ordinary cement is used as cementing material,and fly ash is used as additives to prepare paste materials that meet fluidity and strength requirements.Uniaxial compressive strength tests and slurry slump test were conducted.The results show that when preparing aggregates from construction waste, 15% fly ash,10% cement,and 78% slurry mass concentration are the optimal mix ratios.The uniaxial compressive strength of the filling body is 1.15 MPa at 3 d and 3.5 MPa at 28 d.The moisture content is 27%~28%, and the slump is 21.5 cm to 24.0 cm.It can meet the requirements of the strength and fluidity of the paste material.

Key words: gradation optimization, crushing process, construction waste, paste material, uniaxial compressive strength, slump

CLC Number: 

  • X705

Table 1

Performance parameter of Yingshan brand P·O42.5 common portland cement"

参数名称数值参数名称数值
初凝时间/min21028 d抗折强度/MPa9.9
终凝时间/min30028 d抗压强度/MPa44.3
3 d抗折强度/MPa4.8体积安定性合格
3 d抗压强度/MPa21.4标准稠度用水量/%27.5

Table 2

Test scheme of gradation optimization"

破碎方案编号粗骨料(5~25 mm)占比最大粒径/mm
11/210
21/310
31/215
41/315

Table 3

Gradation optimization of construction waste"

破碎方案编号骨料负累计百分含量/%CuCc
25 mm20 mm10 mm5 mm2 mm1 mm0.5 mm0.25 mm0.074 mm
110080726646423122639.10.50
210078695941372722551.50.60
310074625135322521470.30.85
410069584530272117368.12.31

Fig.1

Gradation optimization of aggregate"

Table 4

Grading situation of construction waste and fly ash"

混合骨料配比骨料负累计百分含量/%CuCc
25 mm20 mm10 mm5 mm2 mm1 mm0.5 mm0.25 mm0.074 mm
粉煤灰10%10077674334312319777.21.2
粉煤灰15%10070605035322521890.31.1
粉煤灰20%10074645136342825101011.1

Fig.2

Gradation curves after adding fly ash aggregate"

Fig.3

Slump of paste material under different moisture content"

Fig.4

Influence of aggregate gradation on slurry slump"

Fig.5

Influence of fly ash content on slurry slump"

Table 5

Proportioning test and results"

试验组号破碎方案编号水泥掺量/%粉煤灰掺量/%不同养护时间下的单轴抗压强度/MPa
1 d3 d7 d14 d28 d
126100.570.761.001.301.82
228150.591.021.602.102.64
3210200.671.141.802.353.21
436150.550.811.501.411.98
538200.641.011.832.152.72
6310100.601.152.002.743.50
746200.380.921.251.602.13
848100.531.001.582.002.60
9410150.731.232.052.823.55

Fig.6

Influence of aggregate gradation on the compressive strength of paste materials"

Fig.7

Influence of fly ash content on the compressive strength of paste materials"

Fig.8

Flow chart for preparing paste filling materials from construction waste"

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