JPH1192250A - Production of hardened mortar product and mortar - Google Patents

Production of hardened mortar product and mortar

Info

Publication number
JPH1192250A
JPH1192250A JP25479297A JP25479297A JPH1192250A JP H1192250 A JPH1192250 A JP H1192250A JP 25479297 A JP25479297 A JP 25479297A JP 25479297 A JP25479297 A JP 25479297A JP H1192250 A JPH1192250 A JP H1192250A
Authority
JP
Japan
Prior art keywords
mortar
cement
thermoplastic resin
hardened
cured
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
Application number
JP25479297A
Other languages
Japanese (ja)
Inventor
Toshio Kondo
敏夫 近藤
Tadashi Hattori
服部  正
Takashi Kobayashi
敬 小林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ABC Trading Co Ltd
Original Assignee
ABC Trading Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ABC Trading Co Ltd filed Critical ABC Trading Co Ltd
Priority to JP25479297A priority Critical patent/JPH1192250A/en
Publication of JPH1192250A publication Critical patent/JPH1192250A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/009After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/80After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only ceramics
    • C04B41/81Coating or impregnation
    • C04B41/82Coating or impregnation with organic materials
    • C04B41/83Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a hardened mortar product, capable of improving the water permeability to be a factor causing the deterioration in the mortar and maintaining the water repellency at the initial execution and having a great resisting power even for chemical and physical erosion or the like. SOLUTION: This hardened mortar product is obtained by compounding a substrate containing a cement mixed with an aggregate or a pigment or the like with a powdery thermoplastic resin in an amount of preferably about 5-30 wt.% based on the cement, providing a mortar, placing the resultant mortar, curing the placed mortar for a prescribed period, hardening the cured mortar and then heating the hardened product at a temperature for enabling the thermoplastic resin to melt. The powdery thermoplastic resin is uniformly diffused and mixed among the cement and aggregate and heated after the curing and hardening and the molten resin is uniformly filled and solidified in voids among the respective materials such as the hardened cement to reinforce the hardened mortar product.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、撥水性を有し、化
学的及び物理的な損食や風化、摩擦等に対しても大きな
抵抗力を有するモルタル硬化体の製造方法及びモルタル
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a mortar cured product having water repellency and having a large resistance to chemical and physical damage, weathering, friction and the like.

【0002】[0002]

【従来の技術】打設されたモルタルが劣化する要因とし
ては、モルタル自体の内的要因と、モルタルがさらされ
る環境による外的要因とがあるが、これらに対する耐久
性を高めるため、従来よりモルタルに種々の改質手段が
施されている。例えば、内的要因ではモルタルの透水性
が大きく関係し、水の移動により溶質物でモルタル表面
を白華させたり、内部でアルカリ骨材反応を引き起こし
たりする。また浸食性液体(酸性雨等)の浸透により浸
食或いは化学反応変化による異常膨張を起こし、ひび割
れを生じさせたりすることがある。これらを防止するた
め、硬化したモルタル表面に撥水剤を塗布し、モルタル
に液体が浸透し難いようにしている。また、外的要因と
しての圧縮や曲げに対する耐衝撃性や摩耗、化学的損食
等に対する耐久性を高めるため、モルタルに水分散型樹
脂や補強繊維を混練したり、ポリマーセメントモルタル
を用いたりしている。また、化学的損食等に対する耐久
性と共に装飾性を向上させるため、モルタル打設後、モ
ルタル表面に着色塗料を塗布し、モルタルを発色させる
ようにしている。
2. Description of the Related Art Deterioration of a cast mortar includes internal factors of the mortar itself and external factors due to an environment to which the mortar is exposed. Are provided with various reforming means. For example, the internal factor is largely related to the water permeability of the mortar, and the movement of water causes the solute to whiten the mortar surface or cause an alkali-aggregate reaction inside. In addition, penetration of an erosive liquid (such as acid rain) may cause erosion or abnormal expansion due to a chemical reaction change, thereby causing cracking. In order to prevent these, a water repellent is applied to the surface of the cured mortar so that the liquid does not easily penetrate the mortar. In addition, in order to increase the impact resistance against compression and bending as external factors, and the durability against abrasion, chemical corrosion, etc., water-dispersed resin or reinforcing fibers are kneaded in the mortar, or polymer cement mortar is used. ing. Further, in order to improve the decorativeness as well as the durability against chemical damage and the like, after the mortar is cast, a coloring paint is applied to the mortar surface so that the mortar is colored.

【0003】[0003]

【発明が解決しようとする課題】上記改質手段はモルタ
ルの用途に応じて適宜に施されるが、各々次のような問
題点があった。撥水剤を塗布してモルタルの透水性を改
善する場合、撥水剤の撥水作用が経時的に劣化すること
から、所定の撥水作用を奏するよう定期的に撥水剤を塗
布し直さなければならなかった。また、水分散型樹脂又
は補強繊維を混練してモルタルの物理的強度を改善する
場合、水分散型樹脂及び補強繊維の選択性により、限定
された組み合わせのセメントや骨材を用いなければ利用
することができなかった。また、ポリマーモルタルを用
いる場合、分散性や耐酸性に優れたポリマーを選定する
ことで、モルタル内部空隙を小さくして曲げ、圧縮強さ
を高め、化学抵抗性を増すことができるが、ポリマー自
体可塑的性質を示すため、硬化したモルタル表面にゴミ
や塵、汚れ等が付着し易く、且つ付着したこれら汚染物
を除去し難かった。さらに、塗料を塗布して耐久性及び
装飾性を改善する場合にも、上記撥水剤と同様、定期的
に塗料を再塗布しなければならなかった。
The above-mentioned reforming means is appropriately applied according to the use of the mortar, but each has the following problems. When applying a water repellent to improve the water permeability of the mortar, the water repellency of the water repellent deteriorates with time, so the water repellent must be re-applied periodically to achieve the desired water repellency. I had to. In addition, when improving the physical strength of the mortar by kneading the water-dispersed resin or the reinforcing fiber, the selectivity of the water-dispersed resin and the reinforcing fiber is used unless a limited combination of cement and aggregate is used. I couldn't do that. In addition, when using polymer mortar, selecting a polymer with excellent dispersibility and acid resistance can reduce the internal voids in the mortar, increase bending, increase compressive strength, and increase chemical resistance. Because of the plasticity, dirt, dust, dirt, and the like easily adhere to the cured mortar surface, and it is difficult to remove these contaminants. In addition, when the paint is applied to improve durability and decorativeness, the paint must be reapplied periodically as in the case of the water repellent.

【0004】すなわち、各改質手段は、モルタル硬化後
に処理を施すものはモルタルの品質維持のため定期的な
補修が必要となり、繊維やポリマー等を混練した複合モ
ルタルを用いるものは汎用的な用途での利用ができない
ものであった。そこで、本発明はこのような問題点に鑑
み、特に劣化を誘発する要因となる透水性の改善を図
り、所定の撥水性を維持して従来例の如き定期的な補修
を不要とし、必要十分な強度を有すると共に化学的及び
物理的な損食や風化、摩擦等に対しても大きな抵抗力を
有するモルタル硬化体の製造方法、及びこれに利用する
モルタルを提供することを課題とする。
[0004] That is, as for each modifying means, those which are treated after the mortar is hardened require regular repair to maintain the quality of the mortar, and those using a composite mortar kneaded with fiber, polymer, etc. are used for general purpose. It could not be used in. Accordingly, the present invention has been made in view of such a problem, in particular, by improving water permeability, which is a factor inducing deterioration, maintaining a predetermined water repellency, and eliminating the need for periodic repairs as in the conventional example. It is an object of the present invention to provide a method for producing a mortar cured product having high strength and high resistance to chemical and physical damage, weathering, friction, and the like, and a mortar used for the method.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
本発明のモルタル硬化体の製造方法は、セメントを主体
とした基材に粉末の熱可塑性樹脂を配合してなるモルタ
ルを用い、これを打設し、所定期間養生後、上記熱可塑
性樹脂を溶融させ得る温度で加熱することを特徴とする
ものである。本発明によれば、粉末の熱可塑性樹脂を用
いているので、これがセメントや骨材等の間に均一的に
拡散して混合され、また、均一的に混合されることによ
って各材料間の空隙が小さくなり、打設したモルタルの
表面及び内部を高密度のものとする。そして、一旦硬化
したモルタルを加熱し、熱可塑性樹脂を溶融することに
より、溶融した樹脂が硬化したセメントや骨材等の各材
料間の空隙に均一に充填し、且つ空隙を閉塞する形状に
変形してこれら材料に固化する。従って、モルタルの表
面及び内部で液体が浸透し難くなり、モルタルの劣化を
誘発する主要因である透水性が改善され、モルタル表面
の白化や浸透液による内部の侵食等を抑止することがで
きる。また、適量の熱可塑性樹脂を混合することによ
り、同体積のモルタル硬化体よりも軽量となる。
Means for Solving the Problems In order to solve the above problems, a method for producing a cured mortar of the present invention uses a mortar obtained by mixing a powdery thermoplastic resin with a base material mainly composed of cement. It is characterized by heating at a temperature at which the thermoplastic resin can be melted after casting and curing for a predetermined period. According to the present invention, since the powdered thermoplastic resin is used, it is uniformly diffused and mixed between cement, aggregate, and the like, and is uniformly mixed, so that the gap between each material is formed. And the surface and the interior of the mortar that has been cast are made dense. Then, by heating the mortar once cured and melting the thermoplastic resin, the molten resin uniformly fills the gaps between each material such as the hardened cement and aggregate, and deforms into a shape that closes the gaps And solidifies into these materials. Therefore, the liquid hardly permeates on the surface and inside of the mortar, the water permeability which is a main factor inducing the deterioration of the mortar is improved, and the whitening of the mortar surface and the erosion of the inside by the penetrating liquid can be suppressed. Further, by mixing an appropriate amount of the thermoplastic resin, the weight becomes lower than that of the mortar cured body having the same volume.

【0006】上記モルタルは、粉末の熱可塑性樹脂をセ
メントに対して約5〜30重量%の割合で配合したもの
を用いることが好ましい。粉末の熱可塑性樹脂の配合
は、セメントに対して5重量%よりも少ないと十分な撥
水効果が得られず、30重量%よりも多いと撥水効果は
得られるが、モルタル打設後溶融加熱前に割れやすくな
る等、物理的強度が低下して取り扱い難くなるため上記
範囲が適当である。なお、基材はセメントを主体とする
ものであれば、骨材や顔料等適宜な成分の材料を適宜な
割合でセメントに配合して用いることができる。
It is preferable to use a mortar obtained by mixing a thermoplastic resin powder in an amount of about 5 to 30% by weight with respect to cement. If the amount of the thermoplastic resin powder is less than 5% by weight of the cement, a sufficient water repellent effect cannot be obtained, and if the amount is more than 30% by weight, the water repellent effect can be obtained. The above range is appropriate because the physical strength is reduced and the material is difficult to handle, for example, it is easily broken before heating. In addition, as long as the base material is mainly composed of cement, it is possible to mix and use materials of appropriate components such as aggregates and pigments in an appropriate ratio.

【0007】配合する熱可塑性樹脂としては、ポリエチ
レン樹脂、ポリアミド樹脂、エラスチックポリアミド樹
脂等の種々の成分の樹脂を、硬化したモルタルが十分な
強度を維持できる範囲内で適宜に選択して用いることが
できる。また、上記割合で熱可塑性樹脂を配合すればモ
ルタル硬化体に撥水性を付与することができるが、配合
する熱可塑性樹脂の種類によっては、圧縮や曲げに対す
るモルタルの物理的強度を高めたり、モルタル表面を緻
密に形成して汚染され難くしたり、或いは添加された着
色顔料との結合によってヌレ発色性を良好にしたりする
ことができる。例えば、ポリエチレン樹脂を配合したも
のは撥水性、ヌレ発色性に優れたものとなり、ポリアミ
ド樹脂を配合したものは曲げ・圧縮に対して強いものと
なる。粉末の熱可塑性樹脂を配合したモルタルを打設
後、これを加熱する温度は、熱可塑性樹脂が溶融可能な
100〜250℃とすることができる。250℃以上に
加熱すると硬化したモルタルの強度が低下する虞れがあ
るため上記範囲が適当である。加熱は、使用する熱可塑
性樹脂の融点や混合量、モルタルの形状や大きさ等によ
り、適宜な加熱方式によって、樹脂が溶融し得る適宜な
時間行なうことができる。
As the thermoplastic resin to be blended, resins of various components such as polyethylene resin, polyamide resin and elastic polyamide resin are appropriately selected and used within a range where the cured mortar can maintain sufficient strength. it can. In addition, if a thermoplastic resin is blended in the above ratio, water repellency can be imparted to the mortar cured body, but depending on the type of the thermoplastic resin to be blended, the physical strength of the mortar against compression or bending may be increased or the mortar may be increased. The surface can be formed densely to make it less likely to be stained, or it can be improved in wetting color development by bonding with an added coloring pigment. For example, those containing a polyethylene resin are excellent in water repellency and slim color development, and those containing a polyamide resin are resistant to bending and compression. After casting the mortar containing the powdered thermoplastic resin, the temperature for heating the mortar can be 100 to 250 ° C. at which the thermoplastic resin can be melted. The above range is appropriate because heating to 250 ° C. or higher may reduce the strength of the cured mortar. The heating can be performed for an appropriate time during which the resin can be melted by an appropriate heating method depending on the melting point and the amount of the thermoplastic resin used, the shape and size of the mortar, and the like.

【0008】[0008]

【発明の実施の形態】実施例に基づき本発明を説明す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described based on embodiments.

【0009】[0009]

【実施例1】セメントと骨材(鹿島砂4号)を混合して
なる基材を二つ形成し、それぞれにセメントに対して6
重量%と24重量%の粉末のポリアミド樹脂を配合し、
均一に混合した後、水を50部投入し、モルタルとし
た。セメントと、骨材と樹脂の総量とは重量比が1対2
となるように配合した(表1参照)。両モルタルを打設
して7日間養生し、十分に硬化した後に、温度調節機能
付きの電気炉内で、240℃の加熱温度で2時間加熱
し、その後冷却してモルタル硬化体を得た。
Embodiment 1 Two substrates were formed by mixing cement and aggregate (Kashima Sand No. 4), and each of the substrates was 6 to cement.
Weight% and 24 weight% of powdered polyamide resin,
After uniform mixing, 50 parts of water was charged to form a mortar. The weight ratio of cement, aggregate and resin is 1: 2
(See Table 1). After both mortars were cast and cured for 7 days and cured sufficiently, they were heated at a heating temperature of 240 ° C. for 2 hours in an electric furnace with a temperature control function, and then cooled to obtain a cured mortar.

【0010】[0010]

【実施例2】上記と同材料及び同配合の二つの基材に、
セメントに対して6重量%及び24重量%の粉末のポリ
エチレン樹脂をそれぞれ配合し、均一に混合した後、水
を50部投入し、モルタルとした。セメントと、骨材と
樹脂の総量とは重量比が1対2となるように配合した
(表1参照)。両モルタルを打設して7日間養生し、十
分に硬化した後に、温度調節機能付きの電気炉内で、2
20℃の加熱温度で1.5時間加熱し、その後冷却して
モルタル硬化体を得た。
Example 2 Two substrates of the same material and the same composition as above
6% by weight and 24% by weight of powdered polyethylene resin were blended with the cement, respectively, mixed uniformly, and then 50 parts of water was added to obtain a mortar. The cement, the aggregate and the total amount of the resin were blended so that the weight ratio was 1: 2 (see Table 1). After both mortars were cast and cured for 7 days and cured sufficiently, they were placed in an electric furnace with a temperature control function for 2 days.
The mixture was heated at a heating temperature of 20 ° C. for 1.5 hours and then cooled to obtain a cured mortar.

【0011】[0011]

【比較例】100部のセメントと200部の骨材(鹿島
砂4号)を基材とし、均一に混合した後、水を50部投
入し、モルタルとした。このモルタルを打設して7日間
養生し、十分に硬化させてモルタル硬化体を得た。な
お、各実施例及び比較例のモルタルの比重は表1の通り
であり、各実施例のモルタルが比較例のモルタルよりも
軽量であった。
COMPARATIVE EXAMPLE 100 parts of cement and 200 parts of aggregate (Kashima Sand No. 4) were used as base materials, mixed uniformly, and then 50 parts of water was added to form a mortar. The mortar was cast and cured for 7 days, and sufficiently cured to obtain a cured mortar. The specific gravity of the mortar of each example and the comparative example is as shown in Table 1, and the mortar of each example was lighter than the mortar of the comparative example.

【0012】試験1 透水性試験 両実施例及び比較例のモルタル硬化体の透水性を、JI
S A 6909「建築用仕上塗材の透水試験B法」に
準拠して試験した。モルタルを水平に保持した状態で、
メスピペットを連結した漏斗をシーリング剤によって止
め付け、モルタル表面から高さ約250mmまで水を入
れ、この水が2mlピペット内を降下し、モルタル内に
透水するに要した時間を測定した。その結果は表2の通
りであった。
Test 1 Water permeability test The water permeability of the mortar cured products of both Examples and Comparative Examples was measured by JI
The test was performed in accordance with SA 6909, "Permeability test B method for architectural finish coating materials". While holding the mortar horizontally,
The funnel to which the female pipette was connected was fastened with a sealing agent, water was poured to a height of about 250 mm from the surface of the mortar, and the time required for this water to descend in the 2-ml pipette and permeate the mortar was measured. Table 2 shows the results.

【0013】試験2 曲げ強さ試験 両実施例及び比較例のモルタル硬化体の曲げ強さを、J
IS R 5201「セメントの物理試験方法」に準拠
して試験した。各例で供試体となる三つのモルタル硬化
体を40×40×160mmの寸法で形成し、各々の供
試体を、100mm離した一対の支点に横架して支持
し、その中間(二等分点)に加圧して最大荷重を測定
し、各々曲げ強さを算出した。その結果は表2の通りで
あった。
Test 2 Flexural strength test The flexural strength of the mortar cured products of both Examples and Comparative Examples was measured by J
The test was performed according to IS R5201 “Physical test method for cement”. In each case, three mortar cured products serving as specimens were formed with dimensions of 40 × 40 × 160 mm, and each specimen was supported on a pair of fulcrums 100 mm apart from each other, and the middle (two equal parts) ), The maximum load was measured, and the bending strength was calculated for each. Table 2 shows the results.

【0014】試験3 圧縮強さ試験 両実施例及び比較例のモルタル硬化体の圧縮強さを、J
IS R 5201「セメントの物理試験方法」に準拠
して試験した。曲げ強さ試験で二分割された供試体の各
分割片を、40mm四方の荷重用加圧板を用い、これに
載荷して最大荷重を測定し、各々圧縮強さを算出した。
その結果は表2の通りであった。
Test 3 Compressive strength test The compressive strength of the mortar cured products of both Examples and Comparative Examples was
The test was performed according to IS R5201 “Physical test method for cement”. Each test piece divided into two by the bending strength test was loaded on a 40 mm square load pressing plate, and the maximum load was measured, and the compressive strength was calculated for each.
Table 2 shows the results.

【0015】試験結果から明らかなように、透水性は、
実施例1,2の何れのモルタル硬化体も比較例よりも低
下しており、液体が浸透し難い構造となっていた。これ
は、加熱によって溶融した樹脂がモルタル表面及び内部
の細孔や空隙を閉塞するように充填し、固化したためで
あると考えられる。また、実施例1,2及び比較例の各
モルタル硬化体の上面に水を滴下したところ、水は実施
例1,2ではモルタル表面で楕円球形となり、比較例で
はモルタル表面でつぶれて広がり、実施例1,2のモル
タル表面に撥水性が付与されていることが確認された。
As is clear from the test results, the water permeability is
The cured mortar of each of Examples 1 and 2 was lower than that of the comparative example, and had a structure in which liquid hardly penetrated. This is considered to be because the resin melted by heating filled and solidified the mortar surface and internal pores and voids so as to close them. Further, when water was dropped on the upper surface of each of the mortar hardened bodies of Examples 1 and 2 and the comparative example, the water became an elliptical sphere on the mortar surface in Examples 1 and 2, and collapsed and spread on the mortar surface in the comparative example. It was confirmed that the mortar surfaces of Examples 1 and 2 had water repellency.

【0016】曲げ強さは、実施例1,2の何れのモルタ
ル硬化体も比較例よりも大きくなっていた。これは、セ
メントや骨材が熱可塑性樹脂を介して結合しており、樹
脂の弾性によってモルタル全体に弾性が付与されたため
であると考えられる。一方、圧縮強さは、実施例1で熱
可塑性樹脂を24重量%配合したモルタル硬化体は比較
例よりも大きく、6重量%配合のものは略同じであり、
実施例2のものは比較例の測定結果よりも下回った。こ
れらから、モルタルに配合する樹脂の種類や配合量によ
り強度にバラツキが生じ、実施例1の樹脂及び配合量で
は、曲げ・圧縮強さを含めた物理的強度として比較例よ
りも大となった。なお、実施例1で24重量%配合のも
のの圧縮強さが6重量%配合のものよりも大きくなった
のは、ポリアミド樹脂がセメントに対するヌレが良いた
め、6重量%配合のものよりも樹脂の混合量の多い24
重量%配合のものが、より一体化したためであると考え
られる。
The flexural strength of each of the mortar cured products of Examples 1 and 2 was higher than that of Comparative Example. It is considered that this is because the cement and the aggregate are bonded via the thermoplastic resin, and the elasticity of the resin has given elasticity to the entire mortar. On the other hand, the compressive strength of the mortar cured product containing 24% by weight of the thermoplastic resin in Example 1 is larger than that of the comparative example, and that of the mortar containing 6% by weight is almost the same.
The result of Example 2 was lower than the measurement result of Comparative Example. From these, the strength varied depending on the type and amount of the resin mixed in the mortar, and the resin and the compounding amount of Example 1 became larger than the comparative example as the physical strength including the bending and compressive strength. . In Example 1, the reason why the compressive strength of the composition of 24% by weight was higher than that of the composition of 6% by weight was that the polyamide resin had better wettability with respect to cement, and thus the resin had a higher compressive strength than the composition of 6% by weight. 24 with a large amount of mixing
This is considered to be due to the fact that the blending by weight% was more integrated.

【0017】実施例1,2の各モルタル硬化体の上面に
チューインガムを擦りつけたところ、モルタル表面に付
着することはなく、容易に除去できた。これは、溶融樹
脂の再固化によってモルタル表面が緻密に形成されたた
めであると考えられる。一方、同様に比較例のモルタル
硬化体の上面にチューインガムを擦りつけたところ、表
面に付着し、除去し難かった。
When the chewing gum was rubbed on the upper surface of each cured mortar of Examples 1 and 2, it did not adhere to the surface of the mortar and could be easily removed. This is considered to be because the mortar surface was densely formed by re-solidification of the molten resin. On the other hand, when the chewing gum was similarly rubbed on the upper surface of the cured mortar of the comparative example, it adhered to the surface and was difficult to remove.

【0018】また、実施例2の6重量%の熱可塑性樹脂
を配合したモルタルと同様の配合比でモルタルを混練す
ると共に、着色顔料を添加したところ、打設及び加熱し
て得られたモルタル硬化体は、熱可塑性樹脂の作用によ
ってヌレ色となって発色性が良好なものとなった。一
方、同様に比較例のモルタルに着色顔料を添加・混練、
打設して得られたモルタル硬化体は、ヌレ色とはならな
かった。
The mortar was kneaded at the same mixing ratio as that of the mortar containing 6% by weight of the thermoplastic resin of Example 2, and a coloring pigment was added. The body became slimy due to the action of the thermoplastic resin and had good color developability. On the other hand, a color pigment was similarly added and kneaded to the mortar of the comparative example,
The mortar cured product obtained by casting did not become wet.

【0019】[0019]

【発明の効果】本発明の製造方法によれば、撥水性に優
れたモルタル硬化体が得られると共に、モルタルに配合
する熱可塑性樹脂の種類や配合量によって、モルタル硬
化体を、化学的及び物理的な損食や風化、摩擦等に対し
ても大きな抵抗力を有し、耐久性に優れたものとするこ
とができる。
According to the production method of the present invention, a mortar cured product having excellent water repellency can be obtained, and the mortar cured product can be chemically and physically cured depending on the type and the amount of the thermoplastic resin to be mixed into the mortar. It has a large resistance to severe corrosion, weathering, friction, and the like, and can have excellent durability.

【0020】[0020]

【表1】 [Table 1]

【0021】[0021]

【表2】 [Table 2]

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 セメントを主体とした基材に粉末の熱可
塑性樹脂を配合してなるモルタルを打設し、所定期間養
生後、上記熱可塑性樹脂を溶融させ得る温度で加熱する
ことを特徴とするモルタル硬化体の製造方法。
A mortar obtained by mixing a powdery thermoplastic resin into a base material mainly composed of cement, and after curing for a predetermined period, is heated at a temperature at which the thermoplastic resin can be melted. For producing a cured mortar.
【請求項2】 粉末の熱可塑性樹脂をセメントに対して
約5〜30重量%の割合で配合してなるモルタルを用い
る請求項1に記載のモルタル硬化体の製造方法。
2. The method for producing a cured mortar according to claim 1, wherein a mortar obtained by blending a powdered thermoplastic resin in a proportion of about 5 to 30% by weight with respect to cement is used.
【請求項3】 粉末の熱可塑性樹脂をセメントに対して
約5〜30重量%の割合で配合してなるモルタル。
3. A mortar comprising a powdered thermoplastic resin in a proportion of about 5 to 30% by weight based on cement.
【請求項4】 粉末の熱可塑性樹脂をセメントに対して
約5〜30重量%の割合で配合してなり、打設後に上記
熱可塑性樹脂を加熱溶融させて使用するモルタル。
4. A mortar in which a powdery thermoplastic resin is blended at a ratio of about 5 to 30% by weight with respect to cement, and the thermoplastic resin is heated and melted after casting.
JP25479297A 1997-09-19 1997-09-19 Production of hardened mortar product and mortar Pending JPH1192250A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25479297A JPH1192250A (en) 1997-09-19 1997-09-19 Production of hardened mortar product and mortar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25479297A JPH1192250A (en) 1997-09-19 1997-09-19 Production of hardened mortar product and mortar

Publications (1)

Publication Number Publication Date
JPH1192250A true JPH1192250A (en) 1999-04-06

Family

ID=17269961

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25479297A Pending JPH1192250A (en) 1997-09-19 1997-09-19 Production of hardened mortar product and mortar

Country Status (1)

Country Link
JP (1) JPH1192250A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110466101A (en) * 2019-06-27 2019-11-19 广西鸿生源环保股份有限公司 A method of NEW TYPE OF COMPOSITE well lid is suppressed using consumer waste regenerated plastics

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110466101A (en) * 2019-06-27 2019-11-19 广西鸿生源环保股份有限公司 A method of NEW TYPE OF COMPOSITE well lid is suppressed using consumer waste regenerated plastics

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