• Title/Summary/Keyword: 경량포장체

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Behavior characteristics of Light-Weight Pavement Using Centrifuge Test (원심모형실험을 이용한 경량포장체의 거동특성)

  • Kim, Seong-Kyum;Lee, Kwan-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.10
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    • pp.5176-5183
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    • 2013
  • In general, Korean Lightweight Concrete used Heat insulating material for building and filler for civil construction, backfill material for tunnel, office floor fillers, lightweight blocks and so on. These expand the range of use ALC(autoclaved lightweight concrete) on the soft-ground at regular intervals during road construction by installing piles used as substrates for the process is under study. In this study, behavior characteristics on the soft-ground of pavement analysis was used to test the geo-Centrifuge. Prototype pavement reduced to 1/30 slab form of the composition as kaolinite model tests were conducted in the soft ground. Pile Arrangement (having 36 component pile with an array of $3{\times}12$) was used to group of piles. Tests of gravity 30 level the centrifugal force acting Light-weight pavement models. Based on the Prototype pavement of the behavior characteristics of pavement behavior characteristics were estimated. FMA analysis of the 10 times as big 39.4kg (actual load 35 ton) of the lateral load is applied to the case 7.8mm (actual behavior 23.4mm) behavior was fine.

An Analysis of Pile Foundation Load Transfer for Lightweight Pavement System in Clay Soil using Lab Chamber Test (모형챔버시험을 이용한 점성토 지반에 설치된 경량포장체용 기초의 하중전달 특성)

  • Lee, Kwan-Ho;Shin, Kwang-Ho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.3
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    • pp.545-550
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    • 2016
  • The main purpose of this study is to analyze and evaluate the feasibility of ligthweight pavement system with pile foundation on soft soil by laboratory small chamber test. In order to verify the stability of lightweight pavement system, the 1/30 scaled downed model system was tested at lab. The soft soil condition was simulated and group piles for skin friction resistance were used. Within the limited lab test, the settlements of pavement system were 0.86 mm for Case A, 0.70 mm for Case B, and 0.50 mm for Case C. The converted maximum settlement differential settlement were 25.8 mm and 10.8 mm. These values meet the inside of specification of Bridge Design Guide in Korea. The use of lightweight pavement systems on soft soils could be an alternative construction method on soft soils to reduce the challenges of conventional design and constructions.

PU/Rockwool Hybrid 발포체의 연소특성

  • 강영구;곽봉신
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2000.06a
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    • pp.156-159
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    • 2000
  • 경량소재로 사용되는 polyurethane은 난연화 및 강도유지를 위해 난연제, 섬유 및 무기충진제 등을 첨가하거나 고밀도화하여 사용하며 발포시켜 경량화하여 성형된다. Polyurethane 발포체는 자동차 내장재, 건축 구조재, 건축 내외장재, 가구재, 포장재료, 신발, 의류 제품, 단열재 등 다양하게 사용되고 있다. 이러한 polyurethane 발포체는 제조 및 가공의 편리함에 비해 화재발생시 연기발생량이 많고 연소가 용이하여 화재를 전파하는 매개물의 역할을 하여 피해를 더욱 가중시키는 취약점을 가지고 있다. (중략)

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Load Transfer Characteristics of Pile Foundation for Lightweight Pavement in Sand Soil using Laboratory Chamber Test (모형챔버시험을 이용한 사질토 지반의 경량포장체용 기초의 하중전달 특성)

  • Shin, Kwang-Ho;Hwang, Cheol-Bi;Jeon, Sang-Ryeol;Lee, Kwan-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.7
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    • pp.4588-4594
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    • 2014
  • In this study, small scaled (1/30) laboratory chamber tests of the pile foundation for a lightweight concrete pavement system were carried out to evaluate the safety of a pile foundation on sandy soil. The testing ground was simulated in the field and a standard pile-loading test was conducted. The test piles were divided into 3 types, Cases A, B and C, which is the location from the center of the slab by applying a vertical load. The interval between the piles was set to 8 cm. As a result of the pile foundation model test, the pavement settled when the vertical load was increased to 12kg from 1.5kg in sandy soil ground, particularly the maximum settlement of 0.04mm. Judging from the model chamber test, Case A showed compressive deformation, whereas Case B represented the compression and tensile forces with increasing vertical load. Case C showed an increase in tensile strain.

난연 및 전기전도성 폐PET/PE 복합 발포체의 제조 및 특성

  • 송종혁;강영구
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2001.11a
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    • pp.242-247
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    • 2001
  • Foam Plastics, cellular plastics, expanded plastics, plastic foam 등 여러 가지 이름으로 불리우고 있는 발포플라스틱은 plastic matrix 내에 무수한 cell이 open 형태 혹은 closed 형태로 존재하는 플라스틱 재료이며/sup 1)/ 원료플라스틱 보다 경량성, 열전도성, 충격흡수성 등 제반물성이 우수하여 포장재료, 보온재, 완충재 및 각종 구조재료로써 널리 사용되고 있으며 소재 plastic의 특성에 따라 PE, PP, PVC, PS, ABS 등 다양하게 개발되어 있다.(중략)

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Recycling of Used PET-Bottles (폐PET병의 리싸이클링)

  • 허종오
    • Resources Recycling
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    • v.6 no.2
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    • pp.42-46
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    • 1997
  • The paper reviews various aspects of recycling of used PET bottles. First, it lists the kinds of PET bottles and the amounts used in Korea. It also reviews the recychng pallcics and culrent recycling status of various countncs such as the USA, Tawan. Japm and Karca. A brief flowsheel of recycling process for PET bottles is prescntzd. Problzms assodated with recychng thesc bottlcs arc discussed and various impravements rcqu~red in make such a recycling process better are also suggested and d~scussed.

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