JP2005231375A - Method of aging concrete object - Google Patents

Method of aging concrete object Download PDF

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JP2005231375A
JP2005231375A JP2005125876A JP2005125876A JP2005231375A JP 2005231375 A JP2005231375 A JP 2005231375A JP 2005125876 A JP2005125876 A JP 2005125876A JP 2005125876 A JP2005125876 A JP 2005125876A JP 2005231375 A JP2005231375 A JP 2005231375A
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sheet
adhesive
concrete
curing
concrete body
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JP4360342B2 (en
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Takayoshi Hirata
隆祥 平田
Hiroyuki Kawashima
宏幸 川島
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Obayashi Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To maintain a surface of concrete object in a constant moist state. <P>SOLUTION: A sheet 12 is pasted after the removal of a mold on a poured and formed concrete object 10 when its strength reaches a predetermined value. The sheet 12 has a moisture-impermeable synthetic resin film 12a of a predetermined thickness and an adhesive 12b applied on one face of the synthetic resin film 12a. On pasting the sheet 12 on the concrete object 10, the sheet 12 is pasted on the surface of concrete object 10 with the adhesive 12b. An acrylic adhesive is used in the adhesive 12b. When the sheet 12 is pasted, moisture is prevented from evaporating off the concrete object 10 by the moisture-impermeable synthetic resin film 12a, and the concrete object 10 is maintained in the moist state for a long period of time. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、コンクリート体の養生方法に関し、特に、湿潤養生の改良技術に関するものである。   The present invention relates to a method for curing a concrete body, and more particularly to a technique for improving wet curing.

コンクリート構造物には、コンクリートの打設,硬化後に所定の強度や耐久性を発揮することが要求されている。コンクリートは、硬化中に低温,乾燥,急激な温度変化などの有害な影響を受けると、強度や耐久性が低下する。このため、コンクリート表面を保護して、強度や耐久性を十分に発揮させるべく、養生を行う必要がある。   Concrete structures are required to exhibit a predetermined strength and durability after the concrete is placed and cured. When concrete is affected by harmful effects such as low temperature, drying, and sudden temperature changes during curing, the strength and durability of the concrete decrease. For this reason, it is necessary to perform curing in order to protect the concrete surface and to fully exhibit strength and durability.

この種のコンクリートの養生方法では、コンクリート表面を適度な湿潤状態に保つことが望ましく、従来から行われている養生方法は、せき板を長期間存置する方法と、コンクリートが所定の強度になった時点で、せき板を撤去した後に、養生を行う方法とに大別される。   In this type of concrete curing method, it is desirable to keep the concrete surface in a moderately moist state. Conventional curing methods include a method in which the slats are left for a long time and the concrete has a predetermined strength. At the time, it is roughly divided into a method of curing after removing the board.

後者の養生方法には、(1)コンクリート表面に水を溜める湛水養生方法、(2)コンクリート体を水中に浸漬する水中養生方法、(3)直射日光や風などによる表面の乾燥を防止するために、シートで覆う養生方法、(4)散水を行って、コンクリート表面から水分の逸散を防止する養生方法、(5)コンクリート表面にパラフィンなどで膜を形成し、水の蒸発を防ぐ膜養生方法がある。   The latter curing method includes (1) a submerged curing method for storing water on the concrete surface, (2) an underwater curing method for immersing the concrete body in water, and (3) preventing the surface from being dried by direct sunlight or wind. (4) Curing method to prevent the escape of moisture from the concrete surface by spraying water, (5) Forming a film with paraffin on the concrete surface to prevent water evaporation There is a curing method.

ところで、近年、コンクリート構造物の大型化に伴い、中庸熱セメントや高ビーライトセメントなどの低発熱型のセメントを用いることが多くなっている。このようなセメントを使用すると、セメントの特性上、通常の場合よりも長期間の養生が要求されているが、前述した従来の養生方法には、いずれも以下に説明するような技術的な課題があった。   By the way, in recent years, with the increase in the size of concrete structures, low heat generation type cements such as medium heat cement and high belite cement are often used. When such a cement is used, curing is required for a longer period of time than usual due to the characteristics of the cement. However, the conventional curing methods described above are technical problems as described below. was there.

すなわち、せき板を長期間存置する養生方法では、型枠の転用が制限されるので、施工性に劣り、一般的には、あまり採用されていない。一方、(1)の湛水および(2)の水中養生方法は、適用できるコンクリート体に制限があって、一般的でない。また、(3)シートで覆う養生方法では、直射日光や風による乾燥は、防げるものの、水分の逸散を防止することができず、長期間湿潤状態に保つことができない。   That is, in the curing method in which the siding plate is left for a long period of time, the diversion of the formwork is limited, so that the workability is inferior and is generally not so often employed. On the other hand, the flooded water of (1) and the underwater curing method of (2) are not general because there are limitations on the applicable concrete body. Further, (3) In the curing method of covering with a sheet, although drying by direct sunlight or wind can be prevented, it is not possible to prevent moisture from escaping and it cannot be kept wet for a long time.

さらに、(4)散水を行う養生方法では、散水を適正に行うと、長期間湿潤状態に保つこともできるが、乾湿の繰り返しにより、表面に亀甲状のひび割れが発生することもあり、表面の吸水状態の違いにより、仕上がり面が斑になり、美観上好ましくない。   Furthermore, (4) In the curing method of watering, if watering is performed properly, it can be kept in a wet state for a long period of time, but turtle-shaped cracks may occur on the surface due to repeated drying and wetting. Due to the difference in the water absorption state, the finished surface becomes uneven, which is not preferable in view of beauty.

またさらに、(5)膜養生方法では、コンクリート体の表面に被膜を形成するため、垂直壁状のコンクリート体に採用すると、被膜形成剤が垂れるなどの問題があって、均一な被膜を形成することが難しく、長期間一定の湿潤状態を保つことが困難であった。   Further, (5) in the film curing method, a film is formed on the surface of the concrete body. Therefore, when the film curing method is applied to a vertical wall-shaped concrete body, there is a problem that the film forming agent hangs down and a uniform film is formed. It was difficult to maintain a constant moist state for a long time.

本発明は、このような従来の問題点に鑑みてなされたものであって、その目的とするところは、長期間湿潤状態に保つことができるとともに、垂直状の壁面などにも適用できる自由度のあるコンクリート体の養生方法を提供することにある。   The present invention has been made in view of such conventional problems. The object of the present invention is to maintain a moist state for a long period of time and to a degree of freedom applicable to vertical wall surfaces and the like. It is in providing the curing method of a concrete body with.

上記目的を達成するために、本発明は、型枠内にコンクリートを打設して、前記型枠を撤去して形成するコンクリート体の表面に、接着剤と水分不透過性の合成樹脂フィルムからなるシートを貼着するコンクリート体の養生方法において、前記接着剤をアクリル系接着剤とするようにした。   In order to achieve the above object, the present invention provides an adhesive and a moisture-impermeable synthetic resin film on the surface of a concrete body formed by placing concrete in a mold and removing the mold. In the curing method of the concrete body to which the sheet is attached, the adhesive is an acrylic adhesive.

このように構成されたコンクリート体の養生方法によれば、型枠の撤去後に、コンクリート体の表面に接着剤と水分不透過性の合成樹脂フィルムからなるシートを貼着するので、コンクリート体から蒸発逸散しようとする水分は、フィルムにより阻止され、コンクリート体を長期間湿潤状態に保つことができる。   According to the curing method for a concrete body configured in this way, a sheet made of an adhesive and a water-impermeable synthetic resin film is stuck on the surface of the concrete body after the formwork is removed. Moisture that tends to escape is blocked by the film, and the concrete body can be kept moist for a long time.

この場合、接着剤と合成樹脂フィルムとからなるシートは、工場生産が可能であって、合成樹脂フィルムは、均一な厚さに簡単に形成することができるので、シートを貼着した全領域で、均質な蒸発逸散防止効果が得られる。   In this case, the sheet made of the adhesive and the synthetic resin film can be produced at the factory, and the synthetic resin film can be easily formed to have a uniform thickness. A uniform evaporation dissipation prevention effect can be obtained.

また、接着剤の材質および厚みなどを適宜選択することにより、シートの貼着後数ヶ月程度で接着力が低下するようにすれば、自然にシートが剥がれるようにすることもできる。   In addition, by appropriately selecting the material and thickness of the adhesive, the sheet can be peeled off naturally if the adhesive force is reduced within a few months after the sheet is attached.

本発明で用いるアクリル系接着剤は、強アルカリであるコンクリートでも接着が可能で、しかも、コンクリート体の表面が濡れた状態でも接着することが可能で、かつ、引き剥がしに対する強度が小さいので、簡単に剥がすことができる。   The acrylic adhesive used in the present invention can be bonded even with strong alkali concrete, and can be bonded even when the surface of the concrete body is wet, and it has a low strength against peeling, so it is easy. Can be peeled off.

以上、実施例で詳細に説明したように、本発明にかかるコンクリート体の養生方法によれば、コンクリート体の表面を湿潤状態に保って長期間養生することができるので、強度および耐久性に優れた高品質のコンクリートが得られるとともに、アクリル系接着剤は、強アルカリでも、濡れた状態でも接着が可能で、かつ、引き剥がし強度が小さいので、シートの貼着および取外し作業も簡単に行え、施工能率も向上する。   As described above in detail in the examples, according to the method for curing a concrete body according to the present invention, the surface of the concrete body can be cured for a long time while being kept in a moist state, and thus excellent in strength and durability. High-quality concrete can be obtained, and acrylic adhesives can be bonded even in a strong alkali or in a wet state, and the peel strength is small, so the sheet can be easily attached and removed, Construction efficiency is also improved.

以下、本発明の好適な実施の形態について、添付図面に基づいて詳細に説明する。図1は、本発明にかかるコンクリート体の養生方法の一実施例を示している。同図に示す養生方法は、本発明を垂直の壁面を有するコンクリート体10に適用した場合を示している。コンクリート体10は、図示省略の型枠を設置して、型枠内にコンクリートを打設することにより形成される。   DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, preferred embodiments of the invention will be described in detail with reference to the accompanying drawings. FIG. 1 shows an embodiment of a concrete body curing method according to the present invention. The curing method shown in the figure shows a case where the present invention is applied to a concrete body 10 having a vertical wall surface. The concrete body 10 is formed by installing a mold (not shown) and placing concrete in the mold.

コンクリート体10の強度が所定の値に到達すると、型枠を撤去して、シート12の貼着が行われる。図1は、この貼着後の断面図である。同図に示すシート12は、所定厚みの水分不透過性の合成樹脂フィルム12aと、この合成樹脂フィルム12aの一面に接着された接着剤12bとを備えている。   When the strength of the concrete body 10 reaches a predetermined value, the formwork is removed and the sheet 12 is adhered. FIG. 1 is a cross-sectional view after the sticking. The sheet 12 shown in the figure includes a moisture-impermeable synthetic resin film 12a having a predetermined thickness and an adhesive 12b bonded to one surface of the synthetic resin film 12a.

合成樹脂フィルム12aは、例えば、高密度ないしは低密度ポエチレンなどであってもよい。   The synthetic resin film 12a may be, for example, high density or low density polyethylene.

シート12をコンクリート体10に貼着する際には、接着剤12bによって、シート12がコンクリート体10の全表面を覆うようにして貼着する。接着剤12bは、アクリル系接着剤が用いられる。この場合、接着剤12bは、シート12の全面に設けても良いし、部分的に設けても良い。シート12を貼着すると、コンクリート体10から蒸発逸散しようとする水分は、水分不透過性の合成樹脂フィルム12aにより阻止され、コンクリート体10を長期間湿潤状態に保つことができる。   When sticking the sheet 12 to the concrete body 10, the sheet 12 is stuck by the adhesive 12 b so as to cover the entire surface of the concrete body 10. An acrylic adhesive is used for the adhesive 12b. In this case, the adhesive 12b may be provided on the entire surface of the sheet 12, or may be provided partially. When the sheet 12 is pasted, the moisture that evaporates away from the concrete body 10 is blocked by the moisture-impermeable synthetic resin film 12a, and the concrete body 10 can be kept wet for a long period of time.

この場合、接着剤12bと合成樹脂フィルム12aとからなるシート12は、工場生産が可能であって、合成樹脂フィルム12aは、均一な厚さに簡単に形成することができるので、シート12を貼着した全領域で、均質な蒸発逸散防止効果が得られる。   In this case, the sheet 12 composed of the adhesive 12b and the synthetic resin film 12a can be manufactured at the factory, and the synthetic resin film 12a can be easily formed to have a uniform thickness. A uniform evaporation-dissipation prevention effect can be obtained over the entire wearing area.

また、接着剤12bの材質および厚みなどを適宜選択することにより、シート12の貼着後数ヶ月程度で接着力が低下するようにすれば、自然にシート12が剥がれるようにすることもできる。   In addition, if the adhesive force is reduced within a few months after the sheet 12 is adhered by appropriately selecting the material and thickness of the adhesive 12b, the sheet 12 can be peeled naturally.

図2は、本発明にかかる養生方法(シート養生)と、従来の養生方法、標準養生(20℃の水中養生),気中養生(20℃の室温養生),膜養生(被膜形成剤パラフィン)で、コンクリート体をそれぞれ養生した場合の、一軸圧縮強度の試験結果である。この試験では、以下に示すコンクリート材料を使用し、以下に示すコンクリート配合とした。   FIG. 2 shows a curing method (sheet curing) according to the present invention, a conventional curing method, a standard curing (20 ° C. underwater curing), an air curing (20 ° C. room temperature curing), and a film curing (film forming agent paraffin). And it is a test result of uniaxial compressive strength when each concrete body is cured. In this test, the following concrete materials were used, and the concrete composition shown below was used.

Figure 2005231375
Figure 2005231375

Figure 2005231375
Figure 2005231375

本発明のシート養生に使用したシート12は、ポリプロピレンを原料とした合成樹脂フィルム12aであり、厚みが0.065mmで、引張強度が5.3kg/25mm、破断時の伸びが600%であった。また、接着剤12bには、180℃のピール接着力が430gf/25mmのアクリル系接着剤を使用した。   The sheet 12 used for sheet curing of the present invention was a synthetic resin film 12a made of polypropylene as a raw material, had a thickness of 0.065 mm, a tensile strength of 5.3 kg / 25 mm, and an elongation at break of 600%. . As the adhesive 12b, an acrylic adhesive having a peel adhesive force of 180 ° C. of 430 gf / 25 mm was used.

図2に示した試験結果から明らかなように、本発明の養生方法によれば、気中養生および膜養生の場合よりも、材齢28日では、圧縮強度が約1割程度大きくなるとともに、材齢91日では、圧縮強度が約3割程度大きくなることが確認された。   As apparent from the test results shown in FIG. 2, according to the curing method of the present invention, the compressive strength is increased by about 10% at the age of 28 days compared to the case of air curing and film curing, It was confirmed that the compressive strength was increased by about 30% at the age of 91 days.

なお、上記実施例では、垂直の壁面を有するコンクリート体10に本発明を適用した場合を例示したが、本発明の実施は、これに限定されることはなく、例えば、角型断面の柱などにも適用することができる。   In addition, although the case where this invention was applied to the concrete body 10 which has a vertical wall surface was illustrated in the said Example, implementation of this invention is not limited to this, For example, a pillar of a square cross section etc. It can also be applied to.

本発明にかかるコンクリート体の養生方法の一実施例を示す施工状態の断面図である。It is sectional drawing of the construction state which shows one Example of the curing method of the concrete body concerning this invention. 本発明の養生方法と従来の養生方法とにおける圧縮強度の測定結果を示すグラフである。It is a graph which shows the measurement result of the compressive strength in the curing method of this invention, and the conventional curing method.

符号の説明Explanation of symbols

10,10a コンクリート体
12 シート
12a 合成樹脂フィルム
12b 接着剤
10, 10a Concrete body 12 Sheet 12a Synthetic resin film 12b Adhesive

Claims (2)

型枠内にコンクリートを打設して、前記型枠を撤去して形成するコンクリート体の表面に、接着剤と水分不透過性の合成樹脂フィルムからなるシートを貼着するコンクリート体の養生方法において、
前記接着剤をアクリル系接着剤とすることを特徴とするコンクリート体の養生方法。
In a concrete body curing method in which concrete is placed in a formwork, and a sheet made of an adhesive and a moisture-impermeable synthetic resin film is adhered to the surface of the concrete body formed by removing the formwork. ,
A method for curing a concrete body, wherein the adhesive is an acrylic adhesive.
前記アクリル系接着剤は、180℃のピール接着力が430gf/25mmとすることを特徴とする請求項1記載のコンクリート体の養生方法。 The method for curing a concrete body according to claim 1, wherein the acrylic adhesive has a peel adhesive strength at 180 ° C of 430 gf / 25 mm.
JP2005125876A 2005-04-25 2005-04-25 Curing method for concrete body Expired - Fee Related JP4360342B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008156927A (en) * 2006-12-25 2008-07-10 Kajima Corp Method of curing tunnel lining concrete
JP2012112214A (en) * 2010-11-26 2012-06-14 Shimizu Corp Air layer forming sheet and concrete curing method
JP2013542817A (en) * 2010-11-19 2013-11-28 インターフェイス オースト ピーティワイ リミテッド Alkaline hydrolysis resistant adhesive

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008156927A (en) * 2006-12-25 2008-07-10 Kajima Corp Method of curing tunnel lining concrete
JP2013542817A (en) * 2010-11-19 2013-11-28 インターフェイス オースト ピーティワイ リミテッド Alkaline hydrolysis resistant adhesive
JP2012112214A (en) * 2010-11-26 2012-06-14 Shimizu Corp Air layer forming sheet and concrete curing method

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