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Journal of Peking University (Health Sciences) ›› 2020, Vol. 52 ›› Issue (6): 1117-1123. doi: 10.19723/j.issn.1671-167X.2020.06.022

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Curing method affecting the formation of oxygen inhibition layer on the surface of resin cement

Wen-xin CHEN,Xu-dong BAO(),Lin YUE   

  1. Department of Cariology and Endodontology, Peking University School and Hospital of Stomatology & National Clinical Research Center for Oral Diseases & National Engineering Laboratory for Digital and Material Technology of Stomatology & Beijing Key Laboratory of Digital Stomatology, Beijing 100081, China
  • Received:2019-04-24 Online:2020-12-18 Published:2020-12-13
  • Contact: Xu-dong BAO E-mail:dentistbao@126.com

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Abstract:

Objective: To explore the conversion of resin monomer, the change of inorganic component and the influencing factors on the oxygen inhibition layer formed on the cured surface of resin cement. Methods: Three kinds of resin cement were divided into three groups: (1) light-cured group: RelyX Veneer, NX3 (light-cured), Variolink N; (2) dual-cured group: RelyX U200 Automix, NX3 (dual-cured), Multilink Speed; (3) chemically-cured group, and the above 3 types of dual-cured resin cement cured without illumination could be used as chemically-cured resin cement. Each sample was provided with and without oxygen exposure of two matching surfaces, cured respectively, and the variables of light intensity and illumination time were set in the light-cured group and the dual-cured group. Scanning electron microscopy was used to observe the samples’ surface morphology. Energy dispersive spectrometer was used to analyze the samples’ composition of surface elements. Confocal Raman spectroscopy was used to measure the monomer conversion of resin cement and to obtain the thickness of the oxygen inhibition layer. Results: (1) On the surface of cured resin cement, the weight percentage of oxygen element in the aerobic side was higher than that in the anaerobic side (P<0.05), and the weight percentage of inorganic element was lower than that in the anaerobic side (P<0.05). (2) The surface monomer conversion of the cured resin cement on the aerobic surface was significantly lower than that on the anaerobic surface (P<0.05), and the surface monomer conversion on the aerobic surface and the anaerobic surface was the lowest in the chemically-cured group (P<0.05), the dual-cured group was the highest (P<0.05), and the light-cured group was between them. With the increase of light intensity or illumination time, the surface monomer conversion increased (P<0.05). (3) The thickness of the oxygen inhibition layer was the thickest in the chemically-cured group [(40.27±2.81) μm](P<0.05), the thinnest in the dual-cured group [(21.87±5.42) μm](P<0.05) and light-cured group [(23.73±3.84) μm] was between them. With the increase of light intensity or illumination time, the thickness of the oxygen inhibition layer of resin cement decreased (P<0.05). Conclusion: When resin cement is exposed to oxygen, it will form an oxygen inhibition layer, its surface’s inorganic filler is less, the surface monomer conversion is lower. The surface monomer conversion and the thickness of oxygen inhibition layer are affected by curing mode and illumination factors.

Key words: Resin cement, Oxygen inhibition layer, Monomer conversion

CLC Number: 

  • R783.1

Figure 1

Overhead view of the sample"

Figure 2

Side view of the sample PTFE, polytetia fluoroethylene."

Figure 3

An example of Raman spectra of resin cement"

Figure 4

Scanning electron microscopy of cured surface of resin cement (×10 000) A, B, light-cured resin cement; A, variolink N, oxygen exposed side; B, variolink N, anaerobic side; C, D, dual-cured resin cement; C, multilink speed, oxygen exposed side; D, multilink speed, anaerobic side; E, F, chemically-cured resin cement; E, multilink speed, oxygen exposed side; F, multilink speed, anaerobic side."

Table 1

Surface monomer conversion of cured resin cement on aerobic surface and anaerobic surface"

Curing method Resin cement Aerobic surface/% Anaerobic surface/% t P
Light-cured RelyX Veneer 48.80±1.31 72.96±1.94 21.332 <0.001
NX3 49.36±3.96 68.69±3.68 7.589 <0.001
Variolink N 51.25±2.44 65.07±3.14 7.021 <0.001
Dual-cured RelyX U200 Automix 56.68±2.49 75.64±2.05 11.036 <0.001
NX3 56.38±2.11 74.58±4.24 8.328 <0.001
Multilink Speed 49.96±4.19 71.82±3.08 7.758 <0.001
Chemically-cured RelyX U200 Automix 45.65±1.69 65.22±2.43 13.613 <0.001
NX3 46.96±3.93 63.93±2.45 6.632 <0.001
Multilink Speed 41.85±1.74 67.71±3.12 15.437 <0.001

Table 2

Effect of light intensity and illumination time on surface monomer conversion of light-cured resin cement /%"

Items 10 s 20 s 40 s 60 s F P
800 mW/cm2 39.62±3.01 42.74±2.75 43.19±0.93 46.21±2.36 10.887 0.001
1 000 mW/cm2 47.80±5.16 48.95±1.85 47.46±1.48 47.97±2.28 0.356 0.786
1 200 mW/cm2 48.29±1.40 48.80±1.31 47.72±0.67 48.49±4.31 0.722 0.553
F 15.002 17.052 0.049 1.740
P <0.001 <0.001 0.952 0.217

Table 3

Effect of light intensity and illumination time on surface monomer conversion of dual-cured resin cement /%"

Items 10 s 20 s 40 s 60 s F P
800 mW/cm2 51.28±1.87 52.36±1.11 52.08±2.74 58.06±1.79 12.523 <0.001
1 000 mW/cm2 58.15±1.54 57.88±2.92 58.13±1.51 57.23±1.14 0.256 0.856
1 200 mW/cm2 57.81±1.96 56.68±2.49 59.95±1.66 59.88±3.68 1.970 0.159
F 34.699 7.937 20.345 1.527
P <0.001 0.006 <0.001 0.257

Figure 5

Monomer conversion of resin cement A, anaerobic surface; B, aerobic surface."

Table 4

Effect of light intensity and illumination time on oxygen inhibition layer thickness of light-cured resin cement /μm"

Items 10 s 20 s 40 s 60 s F P
800 mW/cm2 31.20±1.79 26.40±2.19 26.40±3.58 19.20±1.79 8.917 <0.001
1 000 mW/cm2 23.20±1.79 22.40±1.79 24.80±1.79 19.20±1.79 7.704 0.002
1 200 mW/cm2 21.60±2.19 20.80±3.35 20.80±1.79 17.60±2.19 2.622 0.086
F 35.429 6.167 6.500 1.143
P <0.001 0.014 0.012 0.351

Table 5

Effect of light intensity and illumination time on oxygen inhibition layer thickness of dual-cured resin cement /μm"

Items 10 s 20 s 40 s 60 s F P
800 mW/cm2 26.40±2.19 24.80±1.79 23.2±1.79 19.2±3.35 8.524 <0.001
1 000 mW/cm2 20.80±1.79 19.20±5.22 20.00±2.83 19.20±3.35 0.237 0.870
1 200 mW/cm2 20.00±2.83 17.60±2.19 17.60±2.19 17.60±2.19 0.471 0.636
F 11.400 6.091 7.400 1.286
P 0.002 0.015 0.008 0.313
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