• Korean Journal of Labor Studies
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• v.14 no.2
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• pp.309-346
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• 2008

이 논문에서는 호주에서 한국계 이주자가 다수 취업하고 있는 건설산업의 타일직종의 사례를 중심으로 한국계 이주노동자의 노동실태를 밝힌다. 건설현장의 사례조사를 통해 중층적 하청구조의 말단에 편성된 타일노동조직인 노무재하청업체의 작업방식 및 생산성관리, 숙련구분 및 임금결정, 임금수준 등 기타 노동조건을 구체적으로 규명한다. 그리고 이를 호주의 노사관계에서 제도화된 자영청부방식 및 자영청부공의 노동조건 등과 비교한다. 사례조사는 2006년도에 시드니지역 상업용 건축부문의 타일시공현장 두 곳을 대상으로 이뤄졌다. 두 곳의 건축현장 모두 노조가 활동하는 현장임에도 불구하고 한국계 이주 타일노동자는 공식적인 노사관계제도가 적용되지 않는 무협약상태에 있다. 건설산업의 최저 노동조건이라고 할 수 있는 전국재정 마저도 적용되고 있지 않다. 그들이 공식적인 노사관계제도의 적용으로부터 배제된 근본적인 이유는 타일회사로부터 타일시공을 다시 하수급하는 한국계의 노무재하청업체(오야까따)에 고용되어 있기 때문이다. 타일회사나 빌더는 1990년대 후반부터 다수 유입되기 시작한 한국계 타일공을 이와 같은 노무 재하청방식으로 사용하고 있는 것이다. 건설노조는 확대되는 노무재하청에 대해 한국계 타일노동자를 대상으로 한 여권조사, 임시고용비자 및 타일청부면허 취득 캠페인 등의 활동을 통해 불법취업자의 사용을 금지하는 한편 한국의 타일기능공을 자영타일공으로 전환시켜 노사관계 질서를 세우려 하였다. 그러나 이러한 노조의 활동에도 불구하고 기업협약에 의해서 명문으로 금지되고 있는 노무재하청의 관행이 전혀 개선되지 않고 있다. 노무재하청 관행에 대한 건설노조 정책의 가장 곤란한 문제점은 노무재하청을 행하는 당사자인 재하청업자를 한국계 타일노동자 조합조직의 중심으로 하고 있으며, 또 하지 않을 수 없는 점에 있음을 양국 간의 숙련구분 및 임금제도 비교분석을 통해 밝혔다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.05a
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• pp.106-107
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• 2014

This study dealt with an experimental study on development of tile grout cement complied with international standards criteria. Tile Grout Cement is divided two grade, 1 type and 2 type, in KS F 1592:2011. International Standards(ISO) is divided 9 grade. performance evaluation for cement content was measured according to KS L ISO 13007. water absorption test results are based on the cement content 30% were satisfied with International Standards criteria. strength test results are based on the cement content 25% were satisfied with International Standards criteria.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2016.05a
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• pp.175-176
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• 2016

In this study, research is in order to prevent the defects that occur when the polished tiles construction. For material to be used when the polishing tile construction, trying to evaluate the shrinkage characteristics when the environmental conditions change. Depending on the material used for the shrinkage characteristics evaluation results, the difference between the change values of the length of the drying shrinkage becomes large. Therefore, there is a need for the construction method with consideration of the characteristics of the materials used.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.11a
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• pp.165-166
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• 2017

The purpose of this study is to investigate the effect of tile adhesion failure due to weak adhesion with concrete admixture (FA, SP) on walls. The test specimens were divided into four types : (1) OPC 100% (2) OPC 80%+FA 20% (3) OPC 80%+SP 20% (4) OPC 60%+SP 40%, each adhered on a 650 × 650mm wall with 200mm thickness capable of attaching two insulation tiles (300 × 600mm). The tests were carried out on the four types of walls by mortar bedding application method, and after 4 weeks of curing period, adhesion strength test was carried out. The adhesion strength difference was investigated between the concrete wall with added admixture (FA, SP) and general concrete wall.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2022.04a
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• pp.29-30
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• 2022

Tile defects in apartment houses are caused by a combination of various factors. These factors cannot be specified, and it is difficult to determine the exact cause because a number of causes are intertwined. In addition, because the climate of Korea is different by season, the coefficient of thermal expansion between materials is different, which is a major cause of tile defects. Therefore, this study analyzed the difference between the construction location and the period of defect occurrence according to the types of tile defects caused by environmental differences between indoor and outdoor environments. Two-way ANOVA was used, indoor and outdoor spaces were selected, and defect types were selected accordingly to show the difference in the occurrence period of each defect.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2022.11a
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• pp.67-68
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• 2022

The area inside the apartment building where tiles are installed is applied as a finishing material for walls and floors, including exterior walls, balconies, hallways, bathrooms, and kitchens. As it is constructed in various spaces, differences in the type and period of occurrence of tile defects may appear, which is caused by heterogeneous characteristics between materials and external causes. Therefore, in this study, two-way ANOVA was used to figure out the relationship between the defect occurrence type and the period depending on the type of tile construction in the apartment building.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.05a
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• pp.217-218
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• 2023

In modern architecture, tiles are used as a decorative material to enhance the appearance of buildings. However, defects occurring during tile installation affect not only the appearance of the building, but also its maintenance. This study aims to investigate stable tile installation by producing tile modules using the floating mortar method and conducting freeze-thaw tests to measure their adhesion strength. Test results showed that the adhesion strength increased as the mesh size decreased, except for S3 mesh. This study highlights the importance of research on tile installation to solve problems related to building appearance and maintenance.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.05a
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• pp.171-172
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• 2023

In order to reduce crack defects caused by the behavior of concrete during floor tile construction, this paper introduced a hybrid floor adhesion system that first constructs an organic adhesive with crack correspondence and attaches tiles with inorganic mortar.

• Journal of Korean Society of Steel Construction
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• v.20 no.1
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• pp.121-129
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• 2008

study proposes a new key-segment closing method using thermal effect as a substitute to the process of set-back and reset-back for the FCM construction of a partially earth-anchored cable-stayed bridge. The proposed method is to artificially heat up the inside of girders located in the main span before closing the key-segment in a cantilever state. Then, the heat is removed after finishing the closure in a continuous bridge state. Using the changes in boundary conditions and structural systems, the proposed method can generate new member forces that reflect the advantage of the partially earth-anchored cable system. From the construction sequence analysis, it is found that the proposed method increases the efficiency of a partially earth-anchored cable-stayed bridge by reducing the compressive axial forces on the girders.

• Korean Architects
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• no.7 s.160
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• pp.65-67
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• 1982