• Title/Summary/Keyword: Construction waterproofing

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A fundamental study of slurry management for slurry shield TBM by sea water influence (해수의 영향에 따른 이수식 TBM의 슬러리 관리를 위한 기초적 연구)

  • Kim, Dae-Young;Lee, Jae-won;Jung, Jae-Hoon;Kang, Han-Byul;Jee, Sung-Hyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.19 no.3
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    • pp.463-473
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    • 2017
  • Bentonite swells when it comes into contact with water and makes it a viscous fluid. Thus it is widely used in civil engineering works for waterproofing. Utilizing the properties of bentonite, the slurry shield TBM supports excavated face with pressurized slurry as well as transporting excavated muck. When bentonite is in contact with seawater, due to the change of double layer thickness, its expandability and viscosity are lowered. This may cause problems for excavation stability and muck discharge due to the increase of sea water inflow when Slurry TBM is used under sea water conditions. In this study, the change of slurry condition caused by the inflow of sea water during tunnel excavation with Slurry TBM was investigated and a slurry management guideline was proposed. For this purpose, a laboratory test was carried out based on the slurry management criterions applied in the field, and a method applicable to the field where sea water is affected has been proposed.

Causes of Asphalt Waterproofing Membrane Dissolution due to the Addition of the Solvent in Hybrid Water-proofing System (복합방수공법에 있어서 용제 첨가에 따른 아스팔트층 용해원인에 관한 연구)

  • Kim, Dong-Bum;Seo, Hyun-Jae;Song, Je-Young;Kwak, Kyu-Sung;Bae, Kee-Sun;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05a
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    • pp.53-56
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    • 2010
  • In this study, we conducted an impact assessment of the amount of volatile organic solvents addition on hybrid water-proofing system of urethane waterproof coating material and modified asphalt sheet. Also, we conducted a comparative assessment of whether modified asphalt sheet is dissolved or not and oil leakage by dissolution in order to perform a comparative analysis of characteristics of the impact on modified asphalt sheet according to the volatility of volatile organic solvents included in urethane waterproof coating material. The test was carried out by adding the same amount of organic solvents into each experimental group which is subject to volatility and non-volatility of organic solvents, respectively. The results of the test showed that in both experimental groups modified asphalt sheet was dissolved when adding over 10 percent of organic solvents regardless of volatility, and oil leakage observed only in the experimental group subject to volatility.

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A Study on the Joint Performance Change of Self-Admixed Waterproofing Sheet by Induced Bonding of Asphalt Compound (아스팔트 컴파운드 간 접합을 유도한 자착식 방수 시트의 시트 간 접합부 성능 변화 연구)

  • Kim, Dong-Bum;Kim, Sun-Do;Park, Jin-Sang;Ko, Sam Seog;Kim, Byoung-Il;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.234-235
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    • 2017
  • The bonding of the asphalt-based waterproof sheet is carried out in such a manner that the sheet and the sheet are adhered together and the lower adhesive layer of one sheet is adhered to the upper film layer of the other sheet, and the asphalt layer and the PE or HDPE film layer are bonded. When the joints are formed in the form of junctions between heterogeneous materials and exposed to the concrete joint movements and other deteriorating factors, the integrity of the joints can deteriorate and problems such as lifting and peeling off of the joints can occur. Therefore, this study was carried out to prevent unstable joint adhesion of the asphalt compound and film layer and to prevent defects in the adhesion between self - adhesive waterproof sheets. The self-adhesive waterproof sheet of this study can maximize bond stability by inducing bond between asphalt compounds during sheet-to-sheet bonding, thereby improving bonding strength.

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The Leakage Reduction of Natural Inorganic Powder Compound Applying Subsurface Structural Weak Part (지하구조물 취약부에 적용한 천연 무기질계 분말형 혼화제의 누수저감효과)

  • Yoon, Sung-Hwan;Seo, Hyun-Jae;Lee, Hye-Ryung;Park, Jin-Sang;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.19-22
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    • 2011
  • For underground structures that are exposed to environmental conditions, the declination of the durability of concrete occurs easily because of leakages from high hydraulic pressure and the frequent contact of water due to environmental factors. Therefore this study is to confirm that the leakage reduction of natural inorgnic powder compound applying subsurface structural weak part and make the performance improvement of concrete as an objective. The test was done by making the rebar, flat tie, nail and film infiltration and each of its water tank and cylindrical test body then after pouring water to each of the test body, the test observe the change of the water tank surface absorbed condition and leakage of each specimen with respect to time. As a conclusion, the test was observed that this water proofing admixture has better watertightness from the beginning of the setting time(when it hardens), the ettringite and the thaumasite generates a large quantity of hydration products that controls the formation in a large opening and the CSH produced by pozzolan reaction makes a dent at this opening.

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Stress-strain Analysis of Waterproof Layer through Behavioral Response Performance Test (거동대응성능 시험을 통한 방수층의 응력-변형률 분석 연구)

  • Song, Je-Young;Jung, Suk-Joo;Seo, Hyun-Jae;Lee, Jung-Hun;Kim, Byoungil;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.92-93
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    • 2020
  • The test method to be developed is to determine whether the waterproof layer applied to the leak-prone part such as cracks and joints has defects such as tearing or lifting of the waterproof layer due to the influence generated from the behavior of the structure under complex deterioration conditions. This is to evaluate the performance of the waterproofing method afterwards. Therefore, by notifying only the pass or fail, the unique mechanical properties of the material or method used are notified to the test client to limit the physical properties of the test body, thereby determining and supplementing the weaknesses of the user material in advance to improve the high quality. We want to prevent damage from water leakage through production and distribution of materials.

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A Study on the Performance Evaluation Method of Waterproofing-Seal as Leakage Cracks Repairing Material using on the Underground Structure (지하구조물에 적용하는 누수균열 보수용 방수씰의 성능평가 방법에 관한 연구)

  • Kwon Shi Won;Kwon Kee Joo;Lee Jong Yong;Oh Sang-Keun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.652-655
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    • 2004
  • In these days, repair materials for leakage cannot help but being taken in temporary way without any noticeable countermeasure. This kind of repair is socially criticized many times that is defective construction even if tills costs a lot. It was not arrange the standard for performance evaluation test method and quality maintenance for materials, even it has been used various injection repairing agent. In conclusion, We suggest that the test method for repair materials for leakage to establish the leakage repairing technology as increase of structure demand, so that the necessity of the establishment of the quality control standard and the performance testing way on the relevant water-proof seal is increasing a lot to regulate the water-proof technology and the leakage repair technology.

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A Study on the Properties of Concrete Mixed with Pozzolan Inorganic Polymer(PIP) Waterproof Admixture (인공 무기계 구체방수재를 혼입한 콘크리트의 물성에 관한 연구)

  • Chung, Jee-Seung;Shin, Hwa-Cheol;Kim, Jin-Gu
    • Journal of the Korean Society of Safety
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    • v.31 no.4
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    • pp.82-89
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    • 2016
  • In this paper, various of experiments were performed for checking the usefulness of Pozzolan Inorganic Polymer(PIP) Waterproof Admixture. The results of the experiment enabled to set the optimum mixture ratio of PIP waterproof admixture as 3.5%. Then, the test specimen mixed with PIP waterproof admixture was produced and consider whether meeting the quality standard of waterproofing admixture for concrete (KS F 4926) From the results, all the items such as mechanical properties and durability were meet the quality standard of KS. The PIP waterproof admixture concrete shows the high resistance of absorption, permeability and chloride ion penetration thanks to its internal components such as siliceous powder, zinc stearate and dispersive polymer.

Developed Ethernet based image control system for deep-sea ROV (심해용 ROV를 위한 수중 원격 영상제어 시스템 개발)

  • Kim, Hyun-Hee;Jeong, Ki-Min;Park, Chul-Soo;Lee, Kyung-Chang;Hwang, Yeong-Yeun
    • Journal of the Korean Society of Industry Convergence
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    • v.21 no.6
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    • pp.389-394
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    • 2018
  • Remotely operated vehicle(ROV) and autonomous underwater vehicle(AUV) have been used for underwater surveys, underwater exploration, resource harvesting, offshore plant maintenance and repair, and underwater construction. It is hard for people to work in the deep sea. Therefore, we need a vision control system of underwater submersible that can replace human eyes. However, many people have difficulty in developing a deep-sea image control system due to the deep sea special environment such as high pressure, brine, waterproofing and communication. In this paper, we will develop an Ethernet based remote image control system that can control the image mounted on ROV.

A Study on the Defect Causes Type for Poly-Urethane Waterproofing in Roof (옥상 방수에 있어서 폴리우레탄 도막방수의 하자발생 유형에 관한 연구)

  • Shin, Hyung-John
    • Korean Journal of Construction Engineering and Management
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    • v.6 no.3 s.25
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    • pp.128-134
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    • 2005
  • Up to now, the various water proofing methods and materials have been developed. For the water proofing methods, poly-urethane membrane method is one of the commonly used and increase market share in water proofing industry due to it's many advantages. However, in spite of it's many advantages over other water proofing methods, water proofing defect occurs frequently. With this respect, the study investigate water proofing defect causes in roof water proofing. The study investigate 13 water proofing construction site in Sunchon city in oder to find urethane membrane defection causes and their type. As a results of the study, the followings are founded. 1) Among various water proofing defection causes, problems of water remain phenomenon due to surface horizontal level defect which occupy $25\;\%$ of total defect causes is the most commonly occur. 2) The second defect cause which occupy $15\;\%$ of total defect causes is the swell up phenomenon due to surface dry problem. For the prevention of water proofing defection in roof using urethane membrane, the followings are recommended. 1) Faultless surface treatment before using urethane membrane 2) Develop improved urethane membrane material 3) Improve urethane membrane construction technique

Questions and Solutions on Repair of Lime-Soil Consolidation in Traditional Buildings (전통 건축물 석회다짐층 보수 시공시의 문제점 및 개선 방안)

  • Kim, Jin-Man;Kwak, Eun-Gu;Suh, Man-Cheol;Cho, Heon-Young
    • 한국문화재보존과학회:학술대회논문집
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    • 2002.02a
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    • pp.21-31
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    • 2002
  • Lime-soil consolidations are very important as structural material, bonding material, waterproofing material, and finishing material in korea traditional buildings. In this study, we investigated site application trouble in korea traditional buildings being repaired or restored, and propose following solutions. 1) To diminish quality variation occurred by slaking quick-lime in site, it is desirable to use slaked-lime for lime-soil consolidation. 2) For uniform construction of lime-soil consolidation, we would recommend builders to use mixer to be uniform mixture, premixed type materials and compacting machine in field, 3) and to use rigid suitable temporary construction as scaffold for preventing traditional buildings from additional damage occurred in demolition and construction of a layer of lime-soil consolidation of a roofing. 4) For suitable repair of traditional buildings, it is necessary to specify definitely materials and construction methods suggested by the standard specifications for repair of the cultural property.

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