• Korean Architects
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• s.614
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• pp.28-31
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• 2020

(주)공간세라믹이 주최하는 공모전 '제1회 공간세라믹(점토벽돌) 건축상'이 지난 4월 1일 시작됐다. 총 상금 1억 원이 걸린 이 공모전에는 건축법 22조에 따라 올해 4월 1일부터 2021년 3월 31일 사이에 준공된 점토건축 활용 건축물이라면 공간세라믹 홈페이지를 통해 응모가 가능하다. 민간기업에서 개최하는 건축상 공모전이 드문 상황에서 반가운 소식이 아닐 수 없다. 게다가 벽돌 건축물을 다룬다고 한다. 수천 년 간 이어져온 오래된 친환경 건축 재료지만 과거에 비해 수요가 많이 줄어든 벽돌. 공모전을 개최된 계기가 무엇일까. 5월 13일 공간세라믹 본사에서 공모전 주최자 조백일 공간세라믹 대표를 만났다

• Journal of Korean Association for Spatial Structures
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• v.11 no.1
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• pp.97-104
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• 2011

This paper contains of descriptions of deterioration diagnosis of the surface and a coating layer for maintenance managements of large spatial structures with membrane structure. Membrane is a roofing material of the structures that its performance of durability including its performance of chemical resistance and corrosive resistance is considered to be highly important. In general, the items of diagnosis for maintenance managements such as membrane extensively include the diagnosis of deterioration of the membrane surface, of a coating layer of membrane, the diagnosis of deterioration between a coating layer and fiber, of overall surface of membrane, of the class of ropes, of reinforced belts, and of the cover of rubber. The object of this study that needs maintenance managements of the membrane with PVC and FIFE which are commonly used and shows the diagnosis results of deterioration of the surface and a coating layer.

• Journal of the Korean Solar Energy Society
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• v.26 no.4
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• pp.83-91
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• 2006

As a demand for sustainable development rises, the preference for earth house (earth construction) increases gradually. However, there are few data for predicting and evaluating the thermal environment and indoor air quality of earth house. Thus, this study aims to measure thermal properties(thermal conductivity, density and specific heat) and pollutants emission intensities(formaldehyde and volatile organic compounds) of current main earth construction materials and make a comparison between earth and cement construction materials. As results, quantitative thermal properties and pollutants emission intensities of current main earth construction materials are shown.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.04a
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• pp.248-251
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• 2011

연소가스분석을 통한 건축물 마감재료의 연소독성평가를 위해 독성지수 계산법(NES 713)을 활용하여 독성평가를 수행하였다. 가연성 건축재료(우레탄, 고무바닥재)를 대상으로 독성가스를 측정하기 위해 ISO19702에서 규정하는 FT-IR(퓨리에변환적외선분광분석기)을 이용하였으며, 화재 모델은 ISO5659의 Smoke Density Chamber를 사용하였다. 독성지수를 산정하기 위해 Cf(사람이 30분간 노출시에 사망할 수 있는 가스의 농도)를 기준으로 하였다. 본 연구를 통해 연소가스 독성지수 연구의 기초연구자료로 활용하고자 한다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.04a
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• pp.155-159
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• 2011

건축법에서 건축마감재료의 연소독성은 설치류(마우스)를 사용한 가스유해성시험으로 평가되고 있다. 최근 동물시험에 대한 최소화 및 대체시험개발의 필요성으로 인해 연소가스의 정량분석을 통한 독성지수연구가 요구되고 있다. 본 연구에서는 이미 철도차량에서 적용되고 있는 BS6853의 연소독성평가를 통해 기존 가스유해성시험결과의 상대적인 비교분석을 수행하여, 건축재료의 연소독성평가에 대한 다양한 가능성을 제시하고자 하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2019.11a
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• pp.222-223
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• 2019

Waterproofing techniques used in underground structures do not reflect material and construction environments, but rely only on material properties, which inevitably lead to their limits in durable life. In particular, the government intends to investigate the current underground water treatment method and analyze the problems in order to prevent serious corrosion and aging of structures caused by underground water leaks and poor construction.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2021.05a
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• pp.59-60
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• 2021

To measure the effect of the stress-strain dispersion across the installed waterproofing layer on the concrete surface, a strain gauge was attached to the gap between the waterproofing layer and the concrete structure at specified points of upper, center and bottom of the load-displacement simulation specimen, and the peak stress-strain at the displacement interface were measured and compared with stress-strain at other areas to analyze each material types' stress-strain dispersion ratio properties. Based on the results of the testing, it was shown that materials with high load-displacement resistance performance accordingly had high stress-strain dispersion ratio results, and the materials from highest performance to lowest performance were; CAS, SAS, PUC and CSC.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2021.11a
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• pp.210-211
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• 2021

This study introduces and demonstrates the application of an experimental regime for anti-seismic performance evaluation of waterproofing materials to used for concrete pile walls. Concrete pile walls are subject to high degree of seismic load, and the occurring stress can affect the waterproofing integrity of the structure, but there is currently no existing methodology or standard for evaluating this property of waterproofing materials. To propose and conduct this evaluation, a new testing apparatus was designed and manufactured intended to be able to test an installed waterproofing material's seismic resistance performance.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2021.11a
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• pp.212-213
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• 2021

As structure and the waterproofing material are compressed through the backfilling process after the waterproofing material is installed on the underground structure at the actual site, there is a difference between the behavioral response force of the waterproofing material in the compressed state and the behavioral response force in the non-constrained state. In this regard, we will analyze the limitations of the current structural behavioral response evaluation and suggest an improvement plan so that the future test and evaluation environment can be evaluated under conditions similar to the field.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.11a
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• pp.89-90
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• 2023

In this study, grout was poured into seawater to confirm the effect of similar marine environment and underwater erosion on the mechanical performance of domestically produced high-performance grout and compared with the existing strength. As a result of the compressive strength measurement, the specimen that simultaneously performed underwater drilling and seawater curing showed slow initial strength expression in both H1 and H2, and from the 7th day, it was confirmed to be within 2% of the existing intensity. It is believed that both grout were caused by disturbance with water during underwater drilling, and the same strength was subsequently shown as the existing strength.