地下工程防水科技與施工案例之探討 - cdps.com.t · 海峽兩岸...

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海峽兩岸 岩土工程/地工技術 交流研討會(2002 4 22-24 日,上海)論文集 地下工程防水科技與施工案例之探討 洪明瑞 1 袁榮宏 2 葉清松 1 施正元 1 張惠文 3 郭來松 4 1 明志技術學院營建管理系 2 台灣馳發實業股份公司 3 中央大學土木工程學系 4 清雲技術學院土木系 摘要 地下電廠、儲油槽、污水處理廠、隧道以及地下車站等結構體之防水工程,傳統上係於 開挖壁體背面舖設不透水布後再回填粒料;惟此施工方式往往因防水材本身之劣化、搬運與 施工過程之破損以及舖設或搭接方式不當等因素而形成滲漏途徑,進而造成壁體之漏水或析 晶現象,導致空間使用品質與效能之降低。有鑑於此,本文針對在諸多地區已廣泛應用之「結 晶滲透型防水材」塗膜工法,將其特有之結晶滲透與裂縫癒合等能力在地下結構體之使用、 防水效能以及工程案例等相關問題,作一簡要的介紹與探討,期能有助於工程師在設計分析 上之選擇與參考,以提昇國內地下工程防水施工之品質。 DISSCUSION OF WATERPROOFING TECHNIQUE AND CONSTRUCTION CASE FOR UNDERGROUND ENGINEERING HOUNG M.J. 1 YUAN J.H. 2 YEH C.S. 1 SHIH J.Y. 1 CHANG H.W. 3 KUO L. S. 4 1 MINGCHI INSTITUTE OF TECHNOLOGY 2 RESOUNDING ADVANCE ENT. CO., LTD. 3 NATIONAL CENTRAL UNIVERSITY 4 CHINGYUN INSTITUTE OF TECHNOLOGY ABSTRACT Traditional waterproofing method for underground power plants, oil storage tanks, sewage plants, tunnels and substations is to apply an impervious membrane onto the external face of a wall and back filled with soil. However, it may not be effective if the waterproofing material deteriorates with time, or if the membrane is damaged during handling, or due to improper overlapping. This Paper introduces a waterproofing technique by crystallization, which has been used extensively around the world. Discussion is focused on the mechanisms of crystallization permeation and crack self-repair. Several cases used in Taiwan are reported. It is hoped that the concepts and engineering practice of waterproofing by crystallization will be helpful to engineers. 一、前言 隨著社會經濟之發展與生活形態之演變,世界各國都會區鐵路地下化工程、大眾捷 運系統以及地下車站、地下污水處理廠、地下電廠、儲油槽以及隧道等重大建設陸續地 推案,顯示人類活動範疇有逐漸往地下空間發展的趨勢;然對於具有大量水、土壓力作 用之地下結構而言,防水品質的良窳不但攸關著建物之使用性能,更與工程設施本身之 壽命週期息息相關。理論上,若混凝土配比、施工、養護以及品管等作業得宜,混凝土 Page 1 of 1

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  • / 2002 4 22-24

    1 2 1 1 3 4

    1

    2

    3

    4

    DISSCUSION OF WATERPROOFING TECHNIQUE AND CONSTRUCTION CASE FOR UNDERGROUND ENGINEERING

    HOUNG M.J.1 YUAN J.H.2 YEH C.S.1 SHIH J.Y.1 CHANG H.W.3 KUO L. S.4

    1MINGCHI INSTITUTE OF TECHNOLOGY 2 RESOUNDING ADVANCE ENT. CO., LTD. 3NATIONAL CENTRAL UNIVERSITY 4CHINGYUN INSTITUTE OF TECHNOLOGY

    ABSTRACT Traditional waterproofing method for underground power plants, oil storage tanks,

    sewage plants, tunnels and substations is to apply an impervious membrane onto the

    external face of a wall and back filled with soil. However, it may not be effective if the

    waterproofing material deteriorates with time, or if the membrane is damaged during handling,

    or due to improper overlapping. This Paper introduces a waterproofing technique by

    crystallization, which has been used extensively around the world. Discussion is focused on

    the mechanisms of crystallization permeation and crack self-repair. Several cases used in

    Taiwan are reported. It is hoped that the concepts and engineering practice of waterproofing

    by crystallization will be helpful to engineers.

    Page 1 of 1

  • ShrinkageCreepFissure

    Efflorescence

    Waterproofing by Crystallization

    2.1 Body

    WaterproofOutsideFilament

    ACI 515.1R-79

    Waterproofing Barrier SystemsDampproofing BarrierProtective BarrierDecorative Paint Barrier

    Ponding WaterproofingDampproofing

    Page 2 of 2

  • Bentonite

    2.2

    2.3

    0.001 liter/m2/day 0.01 liter/m2/day

    0.1 liter/m2/day 0.5 liter/m2/day 1.0 liter/m2/day

    GIRNAU, 1985

    [ 1991]

    BARTD.CWMATAMARTA 0.71~0.82 liter/m2/day 1.7 liter/m2/day0.19 liter/m2/day[1991]TRTSCEDM, Rev.9ABCS.T.S/S.S

    Page 3 of 3

  • TRTS Admixture

    National Roofing Contractors Association NRCAACINo. ACI 504.1 R-82

    A

    B C B

    B A

    B B

    C

    2.4 A A A

    B C C

    C

    B A B

    C

    NRCA

    TRTSTRTSP.C

    Membrane

    CRD 48-96

    DIN 1048

    TRTS

    Hot asphalt or coal tar membranes Modified bitumen membranes Butyl, EPDM, or PVC membranes Fluid-applied elastomeric materials Hot rubberized asphalt materials Bentonite waterproofing

    Slab-On-

    Grade

    Metallic waterproofing Cementitious waterproofing Crystalline waterproofing

    Hot asphalt or coal tar membranes Modified bitumen membranes Butyl, EPDM, or PVC membranes Fluid-applied elastomeric materials Metallic waterproofing Cementitious waterproofing Crystalline waterproofing

    Hot rubberized asphalt materials Asphalt emulsion and chopped glass materials Bentonite waterproofing

    (Walls Below

    -Grade)

    Metallic waterproofing Cementitious waterproofing Crystalline waterproofing

    Hot asphalt or coal tar membranes Modified bitumen membranes Butyl, EPDM, or PVC membranes Fluid-applied elastomeric materials Hot rubberized asphalt materials

    (Suspended

    Decks)

    Vehicle traffic deck coatings Pedestrain traffic deck coatings

    Page 4 of 4

  • [1996]CNSASTMJISDINFTMSBSICNLA

    ResinousJetting

    10,000

    3.1

    Activeness

    Ca(OH)2

    [XYPEX,2000] XYPEX

    Page 5 of 5

  • Catalytic Compound

    Chelate Ligand Combined with Calcium, L Ca

    Ca2+

    L2-

    SiO32-Ca2+SiO32-

    CaSiO3(nH2O)Ca2+L2-

    Ca(OH)2Ca2+L2-Ca2+

    CaSiO3(nH2O)

    Cement Crystal Increasing Zone(High Density of Silicic Ion)

    Central Research Laboratory of Nikki ShojiSEM50mm (1) (2) (3)26

    3.2

    3.2.1

    (1)

    (2)

    (3) 26

    LCa Ca2+ L2-

    L2-

    Diffusion

    SiO32-

    CaSiO3(nH2O) CaSiO3(nH2O) CaSiO3(nH2O) .

    Unhydrated Cement Cement Gel

    Ca(OH)2, etc Ca2+ High Density Zone

    Ca2+LCa

    Diffusion

    Xypex

    L2-

    Page 6 of 6

  • 20

    UV UV

    NSF

    185 1,530 40 180 pH 2.0 12.0 1 30

    Yasuo, M. etc.,1992 2~5mm

    ASTM C39 1981

    20%

    CRD C48

    123m

    175

    10m

    N691967

    5.76104

    3.2.2

    3.3

    3.3.1

    (1) (2) (3)

    (4) (5)

    3.3.2

    Page 7 of 7

  • (1) (2) (3) (4) (5) (6) (7) (8)(9)(10) [XYPEX,2000] Construction Specification InstituteCSI 07160 Cementitious Crystalline Waterproofing

    (1)

    3.3.3

    (1)(2) (3) (4)(5)(6)

    (7)

    (2)

    (3)

    (4)

    3.4

    23Hokutoh1972

    40,00040%0.1~0.2mm 1994830 1995 7 4 10

    [Shigemichi,1996] 1.2kgf/cm2

    16

    300cc/min (5)

    2.JIS A1107

    Page 8 of 8

  • 28%

    3.1,000

    SETSCO Xypex Petrography PFM Polarising and Fluorescent Microscope3101420Xypex20~25mmCrack Width 0.4mm

    3.5 Chloride

    IonCarbonationDeterioration

    [Masaaki2001] (1)CapillaryWater Tightness(2) )Permeability10-12m/s (3)

    [XYPEX,2000] [Yasuo, M.1992]

    Page 9 of 9

  • 15.3km887903UK32+200UK32+210

    CSI-07160Xypex

    1.2.U3.XypexPatch PlugUXypex4.

    UK32+200 (1)90412(2)90412(3) 90412 (4)90412 (5)90416 (6)90420

    (1) (2)

    (3)

    (4) (5)

    (6)

    UK32+200 Page 10 of 10

  • UK32+210 (1)90412 (2)90412 (3)90412 (4)90413 (5)90413 (6)90420

    (1) (2)

    (3)

    (4)

    (5)

    (6)

    UK32+210

    Page 11 of 11

  • 921

    Xypex

    (2001)

    24-300 (1991)498-106

    (1996)1578-92 (1998)

    1-250 ACI 515.1R-79(2000), A Guide to the Use of Waterproofing, Dampproofing,

    Protective, and Decorative Barrier Systems for Concrete, ACI Manual of Concrete Practice Part 5-2000, pp.515.1R-1~515.1R-44.

    Masaaki, I.(2001), Newest Development of Concrete Structure Anti-Corrosion Material in Japan, 117-125

    Kayano, and Thiyaea (1998), Petrographic Examination of Concrete Core, B23880/XLP, SETSCO SERVICES PTE LTD, Singapore, pp.1-5.

    Kayano, and Thiyaea (1998), Petrographic Examination of Concrete Core, B23689/XLP/1-2, SETSCO SERVICES PTE LTD, Singapore, pp.1-5.

    NRCA (1989), NRCA Roofing and Waterproofing Manual. Shigemichi. M., Yuzuru. K., and Moichi. H., (1996) Repairing of Heavily Cracked

    Reinforced Concrete Bridge Deck Slab from Underside, 51st Annual Meeting of the Civil Engineering Society of Japan.

    XYPEX(2000)Concrete Waterproofing by Crystallization1-12

    Yasuo, M., Masoru, F., and Yukinobu, N. (1992), An Enhancement in the Nature of Concrete with a Multiplicative Cement Crystal Type Concrete Material, 48th Annual Meeting of the Civil Engineering Society of Japan.

    Page 12 of 12