JP2006132299A - Construction method for preventing deterioration in concrete structure and the like - Google Patents

Construction method for preventing deterioration in concrete structure and the like Download PDF

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JP2006132299A
JP2006132299A JP2004353337A JP2004353337A JP2006132299A JP 2006132299 A JP2006132299 A JP 2006132299A JP 2004353337 A JP2004353337 A JP 2004353337A JP 2004353337 A JP2004353337 A JP 2004353337A JP 2006132299 A JP2006132299 A JP 2006132299A
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concrete
permeable
concrete structure
deterioration
solution
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Noriyasu Shioda
哲康 塩田
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Nikko KK
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Nikko KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method (T&C) for preventing a deterioration in a concrete structure and the like, which are made highly durable by forming a dense impermeable layer on a material surface layer part. <P>SOLUTION: After the application of a permeable inorganic reactive improved material (crystal sealer) which is composed of an alkali silicate solution permeating through a porous material such as concrete and mortar, a permeable inorganic solution (silicone-based waterproof agent), which is composed of permeable curing silicone, is applied in a superposed manner after a lapse of a predetermined time. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、コンクリート構造物等の劣化防止に関するものである。  The present invention relates to prevention of deterioration of concrete structures and the like.

従来コンクリート構造物等の劣化の防止法としては、塗装による表面保護やコンクリートの高品質化及び防蝕被覆鉄筋を使用するなどの方法が実施されていた。(例えば特許文献1など)  Conventionally, methods for preventing deterioration of concrete structures and the like have been implemented such as surface protection by painting, quality improvement of concrete, and use of corrosion-resistant coated reinforcing bars. (For example, Patent Document 1)

特開2001−180993号公報 耐候性を備えたコンクリート中性化防止法及びそのセメント組成JP, 2001-180993, A Concrete neutralization prevention method with weather resistance and its cement composition 「建設技術審査照明報告書 土木系材料・製品・技術 T&C防食(建技審証第0403号)」財団法人 土木研究センター 2005年5月"Construction Technology Examination Lighting Report Civil Engineering Materials / Products / Technology T & C Corrosion Prevention (Construction Engineering Examination No. 0403)" Civil Engineering Research Center May 2005

コンクリート構造物の劣化の原因は、凍害によるスケーリング(表面剥離)やコンクリート表面にから浸透する物質(例えば塩分や酸性雨など)がコンクリートの劣化を進行させるなどの環境要因とコンクリートなどの材料の品質要因及び施工に関する要因がある。
更にこれらの要因が複合することによってコンクリート強度の低下と同時に補強鉄筋が腐食・膨張することによりコンクリート内部にひび割れが発生し、急速に劣化が進行し破壊に至るケースも多くみられる。
これを防止するために表面をエポキシ塗装などにより被覆し凍害防止や塩分等の進入を防ぐ方法が採用されていた。また高品質コンクリートの使用や鉄筋コンクリートにおいては鉄筋の被りを多くとることや、エポキシ樹脂被覆した防蝕鉄筋などを使用することが実施されていた。
これらの工法は以下のような欠点があった。
コンクリート表面の塗装は波浪、風雨、漂砂などにより時間の経過ともにその効果が減少して特に有機系の塗膜はコンクリート面と剥離するケースが多い。従って数年毎に再塗布が必要で大きな維持管理費用を必要とする。また、高品質コンクリートの使用や、鉄筋の被りを大きくしたり防蝕鉄筋の使用などは工事費用を大幅に増加する要因となる。
The causes of deterioration of concrete structures are environmental factors such as scaling due to frost damage (surface peeling) and substances that permeate into the concrete surface (for example, salt and acid rain) cause deterioration of the concrete and the quality of materials such as concrete. There are factors and factors related to construction.
Furthermore, when these factors are combined, there are many cases where cracks are generated inside the concrete due to corrosion and expansion of the reinforcing bars at the same time as the concrete strength decreases, and the deterioration rapidly progresses to breakage.
In order to prevent this, a method has been adopted in which the surface is covered with epoxy coating to prevent frost damage and to prevent entry of salt. In addition, the use of high-quality concrete or reinforced concrete has been practiced to cover a large amount of reinforcing bars or to use corrosion-resistant reinforcing bars coated with epoxy resin.
These methods have the following drawbacks.
The effect of coating concrete surfaces decreases over time due to waves, wind and rain, sand drift, etc. In particular, organic coatings often peel off from concrete surfaces. Therefore, recoating is required every several years, and a large maintenance cost is required. In addition, the use of high-quality concrete, the increase in the covering of reinforcing bars, and the use of anti-corrosion reinforcing bars are factors that significantly increase construction costs.

本発明は、従来の工法が有していた問題を解決しようとするものであり、ライフサイクルコストを含めて安価に安全にコンクリート構造物の耐久性を向上させることを目的としたものである。  An object of the present invention is to solve the problems of conventional construction methods, and an object thereof is to improve the durability of a concrete structure safely and inexpensively including a life cycle cost.

そして、本発明は上記目的を達成するために、コンクリートやモルタルなどの多孔質素材に浸透する珪酸アルカリ溶液を成分とする浸透性無機質反応型改良材(クリスタルシーラー)を塗布した後、一定の時間経過後、浸透性硬化型シリコーンを成分とする浸透性無機質溶液(テリオスシーラー)を重ねて塗布する。上記作業により素材表層部に緻密な不透水層を形成する事によるコンクリート構造物等の劣化防止工法(T&C)を提供する。  In order to achieve the above object, the present invention applies a permeable inorganic reaction type improving material (crystal sealer) containing an alkali silicate solution that penetrates into a porous material such as concrete or mortar, and then applies a certain time. After the elapse of time, a permeable inorganic solution (terios sealer) containing permeable curable silicone as a component is applied in layers. Provided is a method for preventing deterioration of concrete structures (T & C) by forming a dense water-impermeable layer on the surface layer of the material by the above operation.

先ず、珪酸化合物をコンクリート表面に塗布することにより、珪酸イオンがコンクリート表層部に浸透・拡散してゆき、コンクリート中のカルシュームイオン等とのイオン置換反応により生成された珪酸カルシュームを主体とする不溶性物質により、毛細管空隙を充填し、表層部コンクリート組成を緻密化する。
次に、シリコン系の防水材を塗布することにより、防水材が基材内に浸透し、コンクリート表装部に耐久性のある吸水防止層を形成する。
上記2つの改質材の組み合わせは、容易に作業することが出来、その結果1種類の塗布に比べ、コンクリート中の細孔を無機不溶性物質により、さらに充填することが可能になる。同時にコンクリート表装部に発生する剥離応力に対しても、対抗性が向上し劣化を抑制する機能を有するものである。
First, by applying a silicate compound to the concrete surface, the silicate ions permeate and diffuse into the concrete surface layer, and the insoluble material mainly consists of silicate calcium produced by ion substitution reaction with the calcium ions in the concrete. By filling the capillary gap, the surface layer concrete composition is densified.
Next, by applying a silicon-based waterproofing material, the waterproofing material penetrates into the base material, and a durable water absorption preventing layer is formed on the concrete cover portion.
The combination of the two modifiers can be easily operated, and as a result, the pores in the concrete can be further filled with an inorganic insoluble substance as compared with one type of application. At the same time, it has a function to improve the resistance against the peeling stress generated in the concrete cover and suppress the deterioration.

発明の課題Problems of the Invention

本発明は、二つの異なる浸透性塗料を、時間差を設けて塗布することによってコンクリート躯体内部表層部に無機質の安定した耐久性のある不透水層を形成し、スケーリングなどの抵抗性を高めるものである。
以下本発明の実施の形態を図1〜図8に基づいて説明する。
In the present invention, two different permeable paints are applied with a time lag to form a stable and durable impermeable layer of inorganic material on the inner surface of the concrete frame, thereby enhancing resistance such as scaling. is there.
Hereinafter, embodiments of the present invention will be described with reference to FIGS.

図1は本発明の施工の手順を示したものであり、図2は具体的な施工事例の説明写真である。手順は最初に対象構造物の調査を行い、表面のレイタンス、汚れ、付着物の除去などの素地調整を行う。コンクリートの表面が乾燥した状態でクリスタルシーラーを塗布し3日間養生を行う。次にテリオスシーラー塗布し4時間養生を行い施工が完了する。
施工は特殊な機器や装置を必要とせず、施工は比較的単純作業であり、塗料の飛散も微量で且つ環境汚染物質を含んでいない。また、作業期間が短期間であり、さらに高所作業が極端に少なく安全性が高く、周辺への塗料飛散にたいする防護も簡単である。
FIG. 1 shows the construction procedure of the present invention, and FIG. 2 is an explanatory photograph of a concrete construction example. In the procedure, the target structure is first examined, and the substrate is adjusted to remove surface latency, dirt, and deposits. With the concrete surface dry, apply crystal sealer and cure for 3 days. Next, Terios sealer is applied and cured for 4 hours to complete the construction.
Construction does not require special equipment or equipment, construction is relatively simple work, and the amount of paint scattered is small and does not contain environmental pollutants. In addition, the work period is short, the work at a high place is extremely small, the safety is high, and the protection against the scattering of paint to the surroundings is easy.

図3は、本発明によるコンクリート表面処理(T&C)と無処理の場合のスケーリング量とサイクル数の関係を示したものである。図4はその状況写真を示す。
これによると明かにT&C処理したコンクリートのスケーリングに対する抵抗性を確認できる。
FIG. 3 shows the relationship between the amount of scaling and the number of cycles in the case of concrete surface treatment (T & C) according to the present invention and no treatment. FIG. 4 shows a picture of the situation.
According to this, the resistance to scaling of the concrete subjected to the T & C treatment can be confirmed.

図5は本発明によるコンクリート表面処理(T&C)と無処理の場合の硬度比較結果を示す。図6は本発明のT&Cのコンクリート内部への浸透深さを示す。これらの結果からコンクリート表面処理(T&C)によって硬度の上昇と浸透深さを確認できる。  FIG. 5 shows a hardness comparison result between the concrete surface treatment (T & C) and the non-treatment according to the present invention. FIG. 6 shows the penetration depth of the T & C of the present invention into the concrete. From these results, increase in hardness and penetration depth can be confirmed by concrete surface treatment (T & C).

図7は本発明によるコンクリート表面処理(T&C)と無処理の場合のコンクリートの吸水試験結果を示す。T&C処理したコンクリートの吸水率が大幅に改善され防水性を有することが確認できる。  FIG. 7 shows the results of water absorption test of concrete in the case of concrete surface treatment (T & C) and no treatment according to the present invention. It can be confirmed that the water absorption rate of the T & C-treated concrete is greatly improved and waterproof.

上述したように本発明は、単に2種類の無色の浸透性無機質塗料を表面に刷毛やスプレーで塗布するだけの作業であり、時間の経過と共にコンクリート内部に浸透し不透水層を形成する。従って下地と一体となり剥がれや膨れが無いことで外部からの有害物質などの進入を阻止することで構造物本体の耐久性をより高めることになる。  As described above, the present invention is simply an operation of applying two kinds of colorless permeable inorganic paints to the surface with a brush or a spray, and penetrates into the concrete over time to form an impermeable layer. Accordingly, the durability of the structure main body is further enhanced by preventing the entry of harmful substances from the outside by being integrated with the base and having no peeling or swelling.

従来の塗料は不透明な材料であることに比べ、本発明に使用する塗料は無色透明であるために、コンクリートの外観を一切変えることなく施工できる特徴がある。また必要に応じて着色する事もできる。  Since the conventional paint is an opaque material, the paint used in the present invention is colorless and transparent, and therefore has a feature that it can be applied without changing the appearance of the concrete at all. Moreover, it can also color as needed.

更に塗料が無機系で耐久性が長く内部に浸透し層を形成して安定した状態となるので、従来塗布工法の数倍以上の寿命がある。従って維持管理費用も従来工法に比べて大幅に低減できることである。  Furthermore, since the paint is inorganic and has a long durability and penetrates into the interior to form a layer and become stable, it has a life several times longer than that of the conventional coating method. Therefore, the maintenance cost can be greatly reduced compared to the conventional method.

本発明の施工の手順を示したフローチャート及び、コンクリート面施工要領を示したものThe flowchart which showed the procedure of the construction of the present invention, and the concrete surface construction procedure 本発明の具体的な施工事例の説明写真Explanation photograph of concrete construction example of the present invention 表面処理(T&C)と無処理の場合のスケーリング量とサイクル数の関係を示したものThe relationship between the amount of scaling and the number of cycles for surface treatment (T & C) and no treatment 表面処理(T&C)と無処理の場合の劣化状況写真Surface treatment (T & C) and no degradation photo 表面処理(T&C)と無処理の場合の微小硬度計によるビッカース硬さ比較結果Comparison of Vickers hardness with micro hardness tester for surface treatment (T & C) and no treatment 表面処理(T&C)と無処理の場合の塗料の浸透深さSurface penetration (T & C) and untreated depth of paint 表面処理(T&C)と無処理の場合のコンクリートの吸水率の比較結果Comparison results of water absorption rate of concrete with surface treatment (T & C) and no treatment 表面処理(T&C)材料の構成要素と材料の仕様Surface treatment (T & C) material components and material specifications

Claims (2)

コンクリートやモルタルなどの多孔質素材に浸透する珪酸アルカリ溶液を成分とする浸透性無機質反応型改良材(クリスタルシーラー)を塗布した後、一定の時間経過後、浸透性硬化型シリコーンを成分とする浸透性無機質溶液(テリオスシーラー)を重ねて塗布する。上記作業により素材表層部に緻密な不透水層を形成する事によるコンクリート構造物等の劣化防止工法。After applying a permeable inorganic reactive modifier (Crystal Sealer) that contains an alkali silicate solution that penetrates into porous materials such as concrete and mortar, after a certain period of time, penetration using permeable curable silicone as a component Apply an inorganic mineral solution (Terios sealer) in layers. Deterioration prevention method for concrete structures, etc. by forming a dense impermeable layer on the surface layer of the material by the above work. 請求項1の材料のそれぞれを単独に塗布することによって素材表層部に緻密な不透水層を形成する事によるコンクリート構造物等の劣化防止工法。A method for preventing deterioration of a concrete structure or the like by forming a dense water-impermeable layer on the surface layer of the material by individually applying each of the materials of claim 1.
JP2004353337A 2004-11-08 2004-11-08 Construction method for preventing deterioration in concrete structure and the like Pending JP2006132299A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009227556A (en) * 2008-03-25 2009-10-08 Ohbayashi Corp Surface treatment method for cement-based composition
US20120015199A1 (en) * 2010-07-15 2012-01-19 Nanotech Concrete Solutions LLC Method of Sealing Concrete and Sealed Product

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009227556A (en) * 2008-03-25 2009-10-08 Ohbayashi Corp Surface treatment method for cement-based composition
US20120015199A1 (en) * 2010-07-15 2012-01-19 Nanotech Concrete Solutions LLC Method of Sealing Concrete and Sealed Product

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