필로티 공간은 일반적인 건축부재와 달리 부재가 외기와 접해 있고 실내에서 발생 가능한 화재와 가연물의 종류 및 배치 등이 달라 다양한 화재의 위험으로부터 노출되어 있다. 필로티 구조는 기둥으로만 이루어진 사방이 트인 구조로 인해 화 재가 발생할 경우 화재피해를 입은 기둥은 강도 및 강성이 저감되고 부재의 저항성이 저하되므로 단시간 안에 온도가 상승하여 구조체에 영향을 미친다. 이러한 문제점이 발생한다면 건축물 파손으로 인해 피난로를 차단당하여 많은 인명피해가 일어날 것 으로 사료된다. 본 연구에서는 다가구주택의 필로티 공간에서 화재 발생으로 인해 철근콘크리트 기둥에 미치는 화재영향을 확 인하고자, 기둥 국부화재실험을 통해 보강재에 따른 RC 기둥의 온도분포 및 파괴양상을 검토하였다.

In this study, the use of natural raw material and an inorganic binder such as vermiculite, perlite board prepared by using the inorganic was to prepare a switchboard casing. The characteristics of the basic physical properties such as compression strength of a board made of the inorganic material to the pre-study evaluation therefor.

Recently, in our country has been heightened awareness of the performance of non-combustible construction materialsand eco-friendly. In addition, bottom ash can be used as a high-value, but it is a situation that is buried. Therefore, thebasic experimental study results on the development possibility of eco-friendly nonflammable floor finishing materialsusing the bottom ash, which is an industrial byproduct, are as follows: (1) As a test result of the compressive strengthof mortar conducted to review the use possibility of bottom ash as a floor finishing material, the standard mix that didnot use bottom ash showed 31.3MPa, a 25% replacement mix showed 33.7MPa and a 50% replacement mix showed33.6MPa. Consequently, higher results of the compressive strength of mortar were demonstrated up to the 50%replacement mix, compared to the standard mix. (2) As a flow test result by addition of superplasticizer, the flow was215mm in the 0.2% added mix, and 253mm in the 0.4% added mix. However, material separation was confirmed inthe case of the 0.4% added mix. Therefore, the addition meeting 190mm set forth in the KS F 4041 was 0.2%. (3) Asa result of bond strength test to review bond strength with concrete structure, it was 1.26MPa in case polymer powdercontent was 2%, except for 1.02MPa of basic mix, and it was 1.75MPa in the case of 4%, and all these met1.2MPaand more of bond strength set forth in the KS. (4) As a result of a wear resistance experiment conducted to review theuse possibility as a floor finishing material for parking lot, the mix meeting 0.15mg/mm2 or less of wear resistance setforth in the KS F 4041 was the case of 4% of polymer powder addition, which showed 0.13mg/mm2.