• Title/Summary/Keyword: Polymer Concrete(PC)

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Waterproofing technology for PC double arch tunnel using synthetic rubber polymer gel and cooper sheet for root barrier (합성고무 폴리머 겔과 구리 방근시트를 이용한 P.C 쌍아치 터널 구조물 방수기술)

  • Lee, Jong-Yong;Park, Sang-Tai;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.44-45
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    • 2020
  • The purpose of this study was to contemplate the effectual waterproofing materials and construction methods for the restoration of underground infrastructures using precast arches(PC-Arch). Until now, there were no proper waterproofing guidelines for waterproofing precast arch tunnel when restoring cultural heritage or building underground infrastructures for noise control. Asphalt membrane sheets were commonly used, but the efficacy of waterproofing done on the precast segment was vulnerable. This study aims to examine the Synthetic Rubber Polymerised Gel(SRPG) proposed in ISO TR 16475, a guideline for the repair of water-leakages, and to demonstrate field applicability based on the waterproofing solution used on the road improvement project in front of Changgyeonggung Palace in Yulgok-ro, Seoul, Republic of Korea.

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An Experimental Study on Transfer Length of Domestic CFRP Tendon (국내 CFRP 긴장재의 전달길이에 관한 실험적 연구)

  • Jung, Woo-Tai;Park, Young-Hwan
    • Journal of the Korea Concrete Institute
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    • v.21 no.3
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    • pp.303-310
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    • 2009
  • CFRP(carbon fiber reinforced polymer) tendons can be used as an alternative to solve the corrosion problem of steel tendons. Material properties of CFRP tendons such as bond strength, transfer length, and development length should be determined in order to apply to concrete structures. First of all, in case of application for pretension concrete members with CFRP tendons, transfer length is an important factor. A total of 9 beams have been cast to determine transfer length and development length of domestic CFRP tendon in this paper. Test results revealed that transfer length of the prestressing 25% and 50% are 34D, 55D respectively. Also, transfer length has increased as the prestressing force has increased. A change was observed in transfer length of developed CFRP tendon after 9 weeks. ${\alpha}_t$ of developed CFRP tendon was 2.3 similar to the steel strand.

Mechanical and Durability Properties of Partial-Depth Patch Materials using Polymer Materials for Concrete Pavement (단면보수용 콘크리트 패치재료의 역학적 특성 및 내구성 실험)

  • Yang, Sung-Chul;Hwang, In-Dong;Han, Seong-Hwan;Kim, Seong-Min
    • International Journal of Highway Engineering
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    • v.11 no.3
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    • pp.23-32
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    • 2009
  • In this paper an experimental program was launched to determine the mechanical and durability properties of spall repair materials (RCC: 3 items, PCC: 2 items, PC: 3 items). Test items were mechanical property tests such as setting times, strengths, modulus of elasticity, plastic shrinkage, and durability tests such as dynamic modulus ratio, bond property with freeze-thaw, water absorption, chemical resistance, ultraviolet exposure. Modulus of the PC products exhibits ductile while the modulus is in the order of RCC > PCC > PC. At early ages the PC products experience higher plastic shrinkage than others, henceforth stable at 28 days. Other test results such as dynamic modulus ratio, absorption, and chemical resistance show that the PCs are superior to the PCCs and the RCCs. Except for PC-2, all patch materials had bond strength more than 1.3MPa after freeze-thaw cycles of 200~300 while the PCs and the PCCs seem to be better than the RCCs. With 500 hours of ultraviolet exposure, all patch materials showed to have no crack or deterioration at the surface.

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Bond Performance of Magnesium Potassium Phosphate Cement Mortar according to Moisture Condition of Substrate (바탕면 함수조건에 따른 마그네시아 인산칼륨 시멘트 모르타르의 부착성능)

  • Kang, Suk-Pyo;Kim, Jae-Hwan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.1
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    • pp.15-22
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    • 2017
  • This study focuses on the investigation of bond strength of magnesium potassium phosphate cement mortar(MKPC) according to moisture condition of substrate. Tensile bond test, shear bond test and interfacial bond test are adopted for evaluating the adhesion characteristics of MKPC to conventional cement mortar substrate. The main experimental variables are test methods and moisture levels of substrate. Because the moisture condition of the substrate may be critical to achieving bond, optimum moisture condition for a conventional concrete substrate has evaluated in this study. The results are as follows ; The effects of moisture condition at substrate into the bonding of MKPC are less different than polymer cement mortar and epoxy mortar. But the saturated and surface dry condition is the most appropriate moisture level among the considered, followed by saturated condition and wet condition. Thus, an adequate moisture level of substrate for MKPC is essential for good bond strength.