JPH0941612A - Execution method of corrosion resistant film of polyethylene resin on concrete surface - Google Patents
Execution method of corrosion resistant film of polyethylene resin on concrete surfaceInfo
- Publication number
- JPH0941612A JPH0941612A JP7224479A JP22447995A JPH0941612A JP H0941612 A JPH0941612 A JP H0941612A JP 7224479 A JP7224479 A JP 7224479A JP 22447995 A JP22447995 A JP 22447995A JP H0941612 A JPH0941612 A JP H0941612A
- Authority
- JP
- Japan
- Prior art keywords
- polyethylene resin
- lining
- concrete
- corrosion resistant
- concrete surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Finishing Walls (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】腐食性、浸蝕性ガス、または、液
体、強酸・強アルカリ等からコンクリートの表面を保護
するポリエチレン、または、ポリエチレン系被膜ライニ
ングの施工法に関する[Industrial application] Polyethylene for protecting concrete surface from corrosive or corrosive gas, liquid, strong acid, strong alkali, etc.
【0002】[0002]
【従来の技術】ポリエチレンはその性質上現場で被加工
物にシート状または紛体塗装塗膜として施工する場合
に、接着性が悪く、とくにコンクリート表面にライニン
グ材として施工した場合、浮き、脱落等が起こりやすい
ため、耐蝕性を有するライニング材であるにも拘らず利
用面で制約があっため、あまり利用されずむしろ他のエ
ポキシ、ウレタン系のライニングが主に使われていた2. Description of the Related Art Due to its nature, polyethylene has poor adhesiveness when applied as a sheet-like or powder coating film on a work piece at the site, and especially when applied as a lining material on concrete surface, polyethylene does not float or fall off. Since it is likely to occur, there is a restriction in terms of use despite the fact that it is a corrosion resistant lining material, so it is not used often and other epoxy and urethane linings were mainly used.
【0003】[0003]
【発明が解決しようとする課題】ポリエチレン樹脂、ま
たは、ポリエチレン系樹脂の被膜ライニング(2)を溶
射法または加熱接着法で施工する場合に、この樹脂ライ
ニング(2)とコンクリート(1)との接着性を増す対
策をとるとともに、更に、その被膜ライニング(2)に
浮きが起こったり、脱落の恐れがあることを想定して事
前に、その被膜ライニング(2)とコンクリート(1)
とを機械的に止めた上で、しかも防食性を保持した現場
での施工法を提供することを目的とするWhen a polyethylene resin or a polyethylene resin coating lining (2) is applied by a thermal spraying method or a heat bonding method, the resin lining (2) and the concrete (1) are bonded together. In addition to taking measures to increase the property, the coating lining (2) and the concrete (1) are preliminarily assumed on the assumption that the coating lining (2) may float or fall off.
The purpose of the invention is to provide a construction method at the site where the corrosion resistance is retained after mechanically stopping
【0004】[0004]
【課題を解決するための手段】コンクリート(1)の表
面の凹凸を均すためとその面への接着性を増すためにプ
ライマー(5)を塗布する[Means for Solving the Problems] A primer (5) is applied to even and uneven the surface of concrete (1) and to increase the adhesion to the surface.
【0005】プライマー(5)が十分乾燥した後、その
上に、ポリエチレン樹脂、または、ポリエチレン系樹脂
の被膜ライニング(2)を溶射法、または、加熱接着法
で形成するAfter the primer (5) is sufficiently dried, a polyethylene resin or polyethylene resin coating lining (2) is formed thereon by a thermal spraying method or a heat bonding method.
【0006】次に、その形成した被膜ライニング(2)
を上からそれを貫通して止めアンカー(3)をコンクリ
ート(1)内部に入るまで打ち込んで止めるNext, the formed coating lining (2)
Pierce it from above and stop it by driving anchor (3) into concrete (1).
【0007】この止めアンカー(3)を打ち込んだ部分
はポリエチレン樹脂、または、ポリエチレン系樹脂の被
膜ライニング(2)に貫通穴が開くことになるため、こ
の部分へ止めアンカー(3)を中心にして上部より十分
覆い隠すように、ポリエチレン樹脂、または、ポリエチ
レン系樹脂の被膜ライニング(4)を溶射法、または、
加熱接着法で施工するSince a through hole will be opened in the coating lining (2) of polyethylene resin or polyethylene resin in the portion where the fixing anchor (3) is driven, the fixing anchor (3) is mainly formed in this portion. Polyethylene resin or polyethylene resin coating lining (4) so as to cover the upper part sufficiently by thermal spraying, or
Apply by heat bonding method
【0008】以上の施工法はコンクリートの壁面を主に
説明したが、本工法は壁面に限られるものではなく天井
面等あらゆる面に適用可能であるThe above-mentioned construction method has been explained mainly on concrete wall surfaces, but this construction method is not limited to wall surfaces and can be applied to all surfaces such as ceiling surfaces.
【0009】[0009]
【作用】当該ポリエチレン樹脂、または、ポリエチレン
系樹脂の被膜ライニング(2)はポリエチレン系重合被
膜になって、コンクリート面を完全に覆っているため、
耐薬品性は勿論、液体又は気体の透過性がなく、コンク
リートの防食をする[Function] Since the polyethylene resin or the polyethylene resin coating lining (2) is a polyethylene polymer coating and completely covers the concrete surface,
Not only chemical resistance but also liquid or gas impermeable, concrete corrosion protection
【0010】プライマー(5)はコンクリート(1)の
凹凸面均しと接着性を、更に、その上に施工するポリエ
チレ樹脂、または、ポリエチレン系樹脂の被膜ライニン
グ(2)との接着性をも向上させるThe primer (5) improves the evenness of the uneven surface of the concrete (1) and the adhesiveness, and further improves the adhesiveness with the polyethylene resin or polyethylene resin coating lining (2) applied thereon. Let
【0011】止めアンカー(3)はポリエチレン樹脂、
または、ポリエチレン系樹脂の被膜ライニング(2)が
コンクリート(1)の面から浮き、または剥離等が生じ
た際に剥落・脱落するのを未然に防止するThe stop anchor (3) is a polyethylene resin,
Alternatively, the polyethylene resin coating lining (2) is prevented from coming off when the surface of the concrete (1) floats or peels off.
【0012】止めアンカー(3)を打ち込んだ貫通口を
その止めアンカーの上からポリエチレン樹脂、または、
ポリエチレン系樹脂の被膜ライニング(4)で覆うこと
により、当然液体または気体のコンクリート面への侵入
が阻止され、結果としてコンクリート(1)は保護され
るFrom the top of the anchor through the through-hole into which the anchor (3) has been driven, or
Covering with the polyethylene resin coating lining (4) naturally prevents liquid or gas from entering the concrete surface, resulting in protection of the concrete (1).
【0013】[0013]
【発明の効果】コンクリート(1)に被膜ライニングを
溶射法、または、加熱接着法で施工した上に、さらに止
めアンカーを打ち込んであるため長期間の防食被膜ライ
ニングとして信頼性が著しく向上するEFFECTS OF THE INVENTION Since the coating lining is applied to the concrete (1) by the thermal spraying method or the heat-bonding method, and further the fixing anchor is driven in, the reliability is remarkably improved as a long-term anticorrosion coating lining.
【0014】特に、コンクリート構造物に起こりやすい
背面水圧が加わっても、また、コンクリートにクラック
が入った場合でもポリエチレン樹脂の性質上材料の伸び
率が大きく、また、止めアンカーを使用する工法上の特
徴から、当該ポリエチレン樹脂、または、ポリエチレン
系樹脂の被膜ライニング(2)または(4)が剥がれた
り、破れたり、脱落する現象が起らないIn particular, even if a backside water pressure, which tends to occur in a concrete structure, is applied, or even if concrete cracks, the elongation rate of the material is large due to the nature of the polyethylene resin, and in the construction method using a stop anchor. Due to its characteristics, the phenomenon that the polyethylene resin or the coating lining (2) or (4) of the polyethylene resin is not peeled off, torn or dropped does not occur.
【0015】本溶射法または加熱接着法によって施工さ
れたポリエチレン樹脂、または、ポリエチレン系樹脂の
被膜ライニング(2)、または、(4)は被膜ライニン
グ自身に損傷ができた場合には同様の施工法にて、その
箇所を修復できるので現場で簡単に補修施工が行えるIf the coating lining (2) or (4) of polyethylene resin or polyethylene resin applied by the thermal spraying method or the heat-bonding method is damaged, the same application method is applied. At that point, the part can be repaired, so repair work can be done easily onsite.
【図1】本施工法の実施例を示す縦断面図であるFIG. 1 is a vertical sectional view showing an example of the present construction method.
【図2】本施工法の実施例を示す側面図であるFIG. 2 is a side view showing an example of the present construction method.
1 コンクリート 2 ポリエチレン樹脂、または、ポリエチレン系樹脂の
被膜ライニング 3 止めアンカー 4 ポリエチレン樹脂、または、ポリエチレン系樹脂の
被膜ライニング 5 プライマー1 Concrete 2 Polyethylene resin or polyethylene resin coating lining 3 Fixing anchor 4 Polyethylene resin or polyethylene resin coating lining 5 Primer
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04F 13/08 101 8913−2E E04F 13/08 101H ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location E04F 13/08 101 8913-2E E04F 13/08 101H
Claims (1)
ン樹脂、または、ポリエチレン系樹脂の被膜ライニング
(2)を溶射法、または、加熱接着法で形成し、その被
膜ライニング(2)の脱落防止のため、止めアンカー
(3)をその被膜ライニングの上からコンクリート壁面
に打ち込んで止め、その止めアンカー(3)の上から、
ポリエチレン樹脂、または、ポリエチレン系樹脂の被膜
ライニング(4)で覆い隠すように溶射法または加熱接
着法でライニングするコンクリート壁面の防食ライニン
グ施工法1. A polyethylene resin or polyethylene resin coating lining (2) is formed on the wall surface of concrete (1) by a thermal spraying method or a heat bonding method to prevent the coating lining (2) from falling off. , Stop anchor (3) is driven into the concrete wall from above the coating lining to stop, and from above the stop anchor (3),
Anticorrosion lining construction method for concrete wall surface lining with polyethylene resin or polyethylene resin coating lining (4) by thermal spraying method or heat bonding method
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7224479A JPH0941612A (en) | 1995-07-28 | 1995-07-28 | Execution method of corrosion resistant film of polyethylene resin on concrete surface |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7224479A JPH0941612A (en) | 1995-07-28 | 1995-07-28 | Execution method of corrosion resistant film of polyethylene resin on concrete surface |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0941612A true JPH0941612A (en) | 1997-02-10 |
Family
ID=16814447
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7224479A Pending JPH0941612A (en) | 1995-07-28 | 1995-07-28 | Execution method of corrosion resistant film of polyethylene resin on concrete surface |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0941612A (en) |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010037211A1 (en) * | 2008-10-01 | 2010-04-08 | Cfs Concrete Forming Systems Inc. | Apparatus and methods for lining concrete structures with flexible liners of textile or the like |
US8844241B2 (en) | 2007-04-02 | 2014-09-30 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for providing linings on concrete structures |
US8943774B2 (en) | 2009-04-27 | 2015-02-03 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9080337B2 (en) | 2007-11-09 | 2015-07-14 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
US9206614B2 (en) | 2011-11-24 | 2015-12-08 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with engaging and abutting connections |
US9273479B2 (en) | 2009-01-07 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9273477B2 (en) | 2009-02-18 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
US9315987B2 (en) | 2012-01-05 | 2016-04-19 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
US9441365B2 (en) | 2011-11-24 | 2016-09-13 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with anti-deformation panels |
US9453345B2 (en) | 2012-01-05 | 2016-09-27 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
US9783991B2 (en) | 2013-12-06 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Structure cladding trim components and methods for fabrication and use of same |
US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
US10022825B2 (en) | 2010-07-06 | 2018-07-17 | Cfs Concrete Forming Systems Inc. | Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures |
US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
US11053676B2 (en) | 2015-12-31 | 2021-07-06 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
US11180915B2 (en) | 2017-04-03 | 2021-11-23 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
US11512483B2 (en) | 2017-12-22 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
US11674322B2 (en) | 2019-02-08 | 2023-06-13 | Cfs Concrete Forming Systems Inc. | Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
JP2024051193A (en) * | 2022-09-30 | 2024-04-11 | 株式会社アル・テックス | Paint peeling prevention structure of exterior material such as exterior wall or roof material coated with photocatalyst |
-
1995
- 1995-07-28 JP JP7224479A patent/JPH0941612A/en active Pending
Cited By (30)
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US8844241B2 (en) | 2007-04-02 | 2014-09-30 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for providing linings on concrete structures |
US9080337B2 (en) | 2007-11-09 | 2015-07-14 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
US10280636B2 (en) | 2007-11-09 | 2019-05-07 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
WO2010037211A1 (en) * | 2008-10-01 | 2010-04-08 | Cfs Concrete Forming Systems Inc. | Apparatus and methods for lining concrete structures with flexible liners of textile or the like |
US12037801B2 (en) | 2009-01-07 | 2024-07-16 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9879436B2 (en) | 2009-01-07 | 2018-01-30 | Cfs Concrete Forming Systems Inc | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9273479B2 (en) | 2009-01-07 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US10662661B2 (en) | 2009-01-07 | 2020-05-26 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9359780B2 (en) | 2009-01-07 | 2016-06-07 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US11512484B2 (en) | 2009-01-07 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9273477B2 (en) | 2009-02-18 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
US8943774B2 (en) | 2009-04-27 | 2015-02-03 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US10022825B2 (en) | 2010-07-06 | 2018-07-17 | Cfs Concrete Forming Systems Inc. | Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures |
US9441365B2 (en) | 2011-11-24 | 2016-09-13 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with anti-deformation panels |
US9206614B2 (en) | 2011-11-24 | 2015-12-08 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with engaging and abutting connections |
US9315987B2 (en) | 2012-01-05 | 2016-04-19 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
US9790681B2 (en) | 2012-01-05 | 2017-10-17 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
US9453345B2 (en) | 2012-01-05 | 2016-09-27 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
US9784005B2 (en) | 2012-01-05 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
US9783991B2 (en) | 2013-12-06 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Structure cladding trim components and methods for fabrication and use of same |
US10450763B2 (en) | 2014-04-04 | 2019-10-22 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
US11499308B2 (en) | 2015-12-31 | 2022-11-15 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
US11053676B2 (en) | 2015-12-31 | 2021-07-06 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
US11180915B2 (en) | 2017-04-03 | 2021-11-23 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
US11821204B2 (en) | 2017-04-03 | 2023-11-21 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
US11512483B2 (en) | 2017-12-22 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
US11674322B2 (en) | 2019-02-08 | 2023-06-13 | Cfs Concrete Forming Systems Inc. | Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
JP2024051193A (en) * | 2022-09-30 | 2024-04-11 | 株式会社アル・テックス | Paint peeling prevention structure of exterior material such as exterior wall or roof material coated with photocatalyst |
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