JPH10167795A - Inorganic lightweight mortal material - Google Patents

Inorganic lightweight mortal material

Info

Publication number
JPH10167795A
JPH10167795A JP34452596A JP34452596A JPH10167795A JP H10167795 A JPH10167795 A JP H10167795A JP 34452596 A JP34452596 A JP 34452596A JP 34452596 A JP34452596 A JP 34452596A JP H10167795 A JPH10167795 A JP H10167795A
Authority
JP
Japan
Prior art keywords
inorganic
weight
parts
lightweight
pulp sludge
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
JP34452596A
Other languages
Japanese (ja)
Inventor
Hideo Tanaka
秀男 田中
Kazuhisa Takeda
一久 武田
Masayuki Midorikawa
雅之 緑川
Shin Iwazawa
伸 岩沢
Shinya Hiraishi
信也 平石
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.)
SANSO KAGAKU KK
Taisei Corp
Original Assignee
SANSO KAGAKU KK
Taisei Corp
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 SANSO KAGAKU KK, Taisei Corp filed Critical SANSO KAGAKU KK
Priority to JP34452596A priority Critical patent/JPH10167795A/en
Publication of JPH10167795A publication Critical patent/JPH10167795A/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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

PROBLEM TO BE SOLVED: To obtain an inorganic lightweight mortal material being lightweight, having suitable executability and capable of freely forming stable coating layer thickness and improving early self-standing property and strength developing property by subjecting an inorganic hydraulic substance powder to dry blending with lightweight aggregate such as pulp sludge, inorganic fine material and inorganic thickener. SOLUTION: This inorganic lightweight mortal material is obtained by subjecting 100 pts.wt. inorganic hydraulic substance powder such as cement to dry blending with 70-160 pts.wt. lightweight aggregate such as pulp sludge sand having about 1.7 specific gravity and <=5mm particle diameter, 10-30 pts.wt. inorganic fine powder material such as pulp sludge ash, 0.2-1.5 pts.wt. inorganic thickener such as disintegrated material of sepiolite, 0.1-2.5 pts.wt. cement dispersing agent such as ligninsulfonic acid, naphthalenesulfonic acid or melaminesulfonic acid, 0.05-0.3 pt.wt. humectant such as methyl cellulose and 0.5-1.0 pt.wt. fiber material, e.g. polyvinyl alcohol-based fiber, having 2-5mm length. Kneading water in an amount of 55-70 pts.wt. is added to the mortal material to provide the objective inorganic lightweight base mortar material.

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】本発明は無機系軽量モルタル
材の創案に係り、建築物外壁のベースモルタル、下地モ
ルタルおよび上塗りモルタルの如きを得るため既調合材
料(ドライブレンド)などに関し、モルタルにおける骨
材と微粒子組成との結合を安定化して適切な塗層厚を的
確に形成すると共に早期の自立性や強度発現に優れた塗
層を形成することのできる新規な無機系軽量モルタル材
を提供しようとするものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the creation of a lightweight inorganic mortar material, and more particularly to a premixed material (dry blend) for obtaining a base mortar, a base mortar, and a top coat mortar for a building outer wall. Providing a novel inorganic lightweight mortar material that stabilizes the bond between the material and the fine particle composition, accurately forms an appropriate coating layer thickness, and can form a coating layer that is excellent in early self-sustainability and strength. It is assumed that.

【0002】[0002]

【従来の技術】従来の一般的な住宅建築におけるコンク
リート基礎工事は、捨てコンクリートを打設し、配筋お
よび型枠設置後ベースコンクリートを打設し、その後立
上り型枠を組み立て、基礎コンクリートとなる立上りコ
ンクリートを打設するというような複雑な工程を繰返す
工法が主流となっていたが、近年、基礎コンクリート型
枠(埋込み型枠)を一体化させ、工程を簡略化した工法
(半乾式基礎工法)が開発された。即ち、この工法で
は、捨て、ベース、立上がりなどのコンクリートの区別
が無く一体化したコンクリートとなっており、その代わ
りに型枠のレベルを確保するための型枠押さえ用金物設
置のためのベースモルタルを使用するものである。
2. Description of the Related Art Conventionally, concrete foundation work in a general residential building is performed by casting abandoned concrete, arranging reinforcement and forming a form, installing a base concrete, and then assembling a rising form to form a base concrete. The method of repeating complicated processes, such as casting concrete, has become the mainstream, but in recent years, a method of integrating the basic concrete formwork (embedded formwork) to simplify the process (semi-dry foundation method) ) Was developed. In other words, in this method, concrete is integrated without discrimination of concrete, such as discarding, base, rising, etc. Instead, base mortar for setting up metal fittings for holding down the formwork to secure the level of the formwork Is used.

【0003】上記したようなベースモルタルについて
は、レベル確保のためのベースプレートを設置するが、
その際モルタル自体に自立性や早期の強度発現性が必要
となる。即ちそのため、従来の天然骨材を使用した通常
のモルタルでは、自立性や強度発現性が劣ることが明か
であり、種々の工夫が重ねられている。
[0003] For the above-mentioned base mortar, a base plate for securing a level is installed.
At that time, the mortar itself needs to be self-supporting and have early strength. That is, it is clear that conventional mortars using conventional natural aggregates are inferior in independence and strength development, and various measures have been taken.

【0004】[0004]

【発明が解決しようとする課題】前記したような一般的
住宅建設において主流をなしているコンクリート基礎工
事は複雑な工程を繰返すことから施工が煩雑とならざる
を得ず、必然的に工数が嵩み、コストアップとならざる
を得ない欠点を有している。
However, concrete foundation work, which is the mainstream in general housing construction as described above, has to be complicated due to the repetition of complicated steps, which inevitably increases the number of man-hours. However, there is a disadvantage that the cost must be increased.

【0005】また上記したような従来採用されている天
然骨材によるモルタルは自立性や強度発現性に劣るの
で、上記したようなベースモルタルに採用するに適しな
い。さらに、住宅外壁の左官工事に使用される在来から
のモルタルも、上記同様に天然骨材を使用しているた
め、モルタルの単位容積質量が大きく、塗り作業に際し
てダレなどの現象が生じて、塗り厚が不均一になる。な
おその付着性を高めるためにはセメントを過剰に使用す
ることとなるが、このようなセメント過剰使用により、
ひび割れ等の危険性も高くなる。勿論現場においては材
料をバケツ等で計量することから、各バッチにおけるバ
ラツキが大きくなる等、品質上の問題や欠点が多いなど
の不利がある。
[0005] Further, the mortar made of natural aggregates conventionally used as described above is inferior in self-sustainability and strength development, and thus is not suitable for use in the above-described base mortar. Furthermore, since the traditional mortar used for plastering the exterior wall of the house also uses natural aggregates as described above, the unit volume mass of the mortar is large, and phenomena such as sagging occur during painting work, The coating thickness becomes uneven. In addition, in order to enhance the adhesiveness, it will be used excessively cement, but due to such excessive use of cement,
The risk of cracks and the like also increases. Of course, at the site, since the materials are weighed with a bucket or the like, there are disadvantages such as a large variation in each batch and many quality problems and defects.

【0006】[0006]

【課題を解決するための手段】本発明は上記したような
従来技術における課題を解消することについて検討を重
ねて創案されたものであって、パルプスラッジを焼成し
て得られるパルプスラッジ砂のような軽量骨材およびP
S灰などのパルプスラッジを用いて上記したようなベー
スモルタル、外壁下地モルタルおよび外壁上塗モルタル
として既調合方式により好ましい無機系軽量モルタル材
を得ることに成功したものであって以下の如くである。
SUMMARY OF THE INVENTION The present invention has been made by studying to solve the problems in the prior art as described above, and has been proposed to be similar to pulp sludge sand obtained by firing pulp sludge. Lightweight aggregate and P
The use of pulp sludge such as S-ash as the base mortar, the mortar for the outer wall and the mortar for coating the outer wall as described above has succeeded in obtaining a preferable inorganic lightweight mortar material by the already-mixed method as follows.

【0007】(1) セメント類などの無機質水硬性物
質粉末100重量部に対して5mm以下であるパルプスラ
ッジ砂などの軽量骨材70〜160重量部とPS灰など
の無機微粉末材10〜30重量部、無機質増粘材0.2〜
1.5重量部をドライブレンドしたことを特徴とする無機
系軽量モルタル材。
(1) 70 to 160 parts by weight of a lightweight aggregate such as pulp sludge sand and 5 to 30 parts by weight of inorganic fine powder such as PS ash, which are 5 mm or less per 100 parts by weight of an inorganic hydraulic substance powder such as cement. Parts by weight, inorganic thickener 0.2-
An inorganic lightweight mortar material characterized by dry blending of 1.5 parts by weight.

【0008】(2) パルプスラッジ砂などの軽量骨材
70〜120重量部を用いた前記(1)項に記載の無機
系軽量モルタル材に硬化促進材0.5〜4.0重量部、セメ
ント分散剤0.1〜2.5重量部より成ることを特徴とし、
55〜70重量部の練り混ぜ水を添加して混合するよう
にした無機系軽量ベースモルタル材。
(2) The inorganic lightweight mortar material according to the above item (1), wherein 70 to 120 parts by weight of lightweight aggregate such as pulp sludge sand is used, 0.5 to 4.0 parts by weight of a hardening accelerator, cement Characterized in that it comprises 0.1 to 2.5 parts by weight of a dispersant,
An inorganic lightweight base mortar material which is mixed by adding 55 to 70 parts by weight of mixing water.

【0009】(3) セメント類などの無機質水硬性物
質粉末100重量部に対して5mm以下であるパルプスラ
ッジ砂などの軽量骨材80〜160重量部とPS灰など
の無機微粉末材10〜30重量部、無機質増粘材0.2〜
1.5重量部、セメント分散剤0.1〜2.5重量部、保水剤
0.05〜0.3重量部、長さ2〜5mm程度の繊維材0.5〜
1.0重量部をドライブレンドしたことを特徴とした無機
系軽量外壁下地または上塗モルタル材。
(3) 80 to 160 parts by weight of lightweight aggregate such as pulp sludge sand and 5 to 10 to 30 parts of inorganic fine powder such as PS ash, which are 5 mm or less per 100 parts by weight of inorganic hydraulic substance powder such as cement. Parts by weight, inorganic thickener 0.2-
1.5 parts by weight, cement dispersant 0.1-2.5 parts by weight, water retention agent
0.05 to 0.3 parts by weight, fiber material of about 2 to 5 mm in length
An inorganic lightweight outer wall base or topcoat mortar material characterized by dry blending 1.0 part by weight.

【0010】(4) 軽量骨材として2.5mm以下のパル
プスラッジ砂を用いることを特徴とした前記(1)〜
(3)項の何れか1つに記載の無機系外壁上塗モルタル
材。
(4) The above-mentioned (1) to (1), wherein pulp sludge sand of 2.5 mm or less is used as a lightweight aggregate.
(3) The mortar material for coating on an inorganic outer wall according to any one of the above (3).

【0011】(5) 酢酸ビニル樹脂などの水溶性エマ
ルジョンを混練水の一部として添加混合するようにした
ことを特徴とする前記(1)〜(4)項の何れか1つに
記載の無機系軽量モルタル材。
(5) The inorganic material as described in any one of (1) to (4) above, wherein a water-soluble emulsion such as a vinyl acetate resin is added and mixed as a part of the kneading water. Series lightweight mortar material.

【0012】[0012]

【発明の実施の形態】上記したような本発明によるもの
の具体的な実施態様を説明すると、パルプスラッジ砂お
よびPS灰(パルプスラッジ灰)などのパルプスラッジ
は従来においてその殆んどが埋立て処理に用いられてい
るが、前記パルプスラッジ砂は比重が1.7前後と軽量で
あり、その表面形状としては表面が粗く、このものをモ
ルタルなどの骨材として用いた場合、PS灰等の微粒子
と混合使用することにより分離しにくいこととなり、ま
た無機物で重金属などの有害物質を含んでおらず、セメ
ント混合物としての相性も良いことなどに着目し、これ
を住宅建築用の基礎および左官用モルタルの骨材として
使用することにより軽量でしかも自立性に卓越したベー
スモルタル材および外壁左官用モルタル材を得ることに
成功した。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The specific embodiment of the present invention as described above will be described. Most of pulp sludge such as pulp sludge sand and PS ash (pulp sludge ash) is conventionally landfilled. However, the pulp sludge sand has a specific gravity of about 1.7 and is light in weight, and its surface shape is rough. When this is used as an aggregate such as mortar, fine particles such as PS ash are used. Focusing on the fact that it is difficult to separate by using it as a mixture with mortar, it is an inorganic substance, does not contain harmful substances such as heavy metals, and has good compatibility as a cement mixture, etc. By using it as an aggregate, we succeeded in obtaining a base mortar material and a mortar material for plastering outer walls, which are lightweight and have excellent self-sustainability.

【0013】即ち前記したような軽量骨材となるパルプ
スラッジ砂は製紙工程の如きから発生するパルプスラッ
ジに対し重油または廃油などの燃料を混合し焼成処理し
て得られたものであって、従来においては埋立処理材と
して処理されており、その比重は1.7程度と軽量であっ
て、その表面は微細凹凸を形成して粗く、触感的にも好
ましいものでないが、このようなパルプスラッジ砂を同
じくパルプスラッジの焼成によって発生したPS灰やフ
ライアッシュ、高炉スラグ微粉末などの微細粉粒材およ
びセメント粉と共にモルタルとして用いることにより上
記したような特質性を有し、特に分離し難く、また無機
物であるが重金属類などの有害物質を含んでおらず、組
成ならびに構造的にセメント混合物としての相性が良好
であることが確認され、住宅その他の建築用基礎または
左官用モルタルの骨材に適し、軽量で自立性に優れたベ
ースまたは外壁左官用モルタル材を得ることができる。
That is, the pulp sludge sand as a lightweight aggregate as described above is obtained by mixing a fuel such as heavy oil or waste oil with pulp sludge generated in a paper making process and baking the mixture. Is treated as a landfill material, its specific gravity is as light as about 1.7, its surface is rough with fine irregularities, and it is not preferable in terms of touch, but such pulp sludge sand PS ash and fly ash generated by the sintering of pulp sludge as well as the mortar with fine powder and granule material such as blast furnace slag fine powder and cement powder, has the above-mentioned characteristics, particularly difficult to separate, and It is inorganic but does not contain harmful substances such as heavy metals, and it is confirmed that the composition and structure are compatible with cement mixture. Are suitable for residential and other building foundation or aggregate plastering mortar, it is possible to obtain a lightweight self-supporting excellent base or outer wall plastering mortar material.

【0014】更に前記パルプスラッジ砂およびフライア
ッシュおよびPS灰は無数の空隙を有することから吸水
性が高く、所要の軟かさを得るための練り混ぜ水量を多
く必要とし、モルタル自体ががさつき易いものとなるこ
とからその組織内にセメント分散剤の添加の外、無機微
細繊維からなる増粘性および自立性を付与させるための
ホルマイト系鉱物などを含む混和剤を含有せしめるに適
し、なおモルタルの用途として、ベースモルタルには硬
化促進性を具備させるため無水石膏や硬化促進剤を必要
に応じて含有させ、また外壁下地若しくは上塗りモルタ
ルに対しては保水性を向上させるためのメチルセルロー
ズやひび割れ抑制のための繊維材を混入してそれぞれの
用途に好ましいモルタル材を得ることができる。
Further, the pulp sludge sand, fly ash and PS ash have a high water absorption due to having a myriad of voids, require a large amount of mixing water to obtain a required softness, and the mortar itself is liable to stick. In addition to the addition of a cement dispersant to its structure, it is suitable for containing an admixture including a formite-based mineral for imparting thickening and self-sustainability consisting of inorganic fine fibers, and as a mortar application The base mortar contains anhydrite or a hardening accelerator as necessary to provide a hardening accelerator, and the outer wall base or top coat mortar is used to improve water retention and to prevent methylcellulose and cracks. The mortar material suitable for each application can be obtained by mixing the above fiber materials.

【0015】本発明におけるセメント分散剤としては、
具体的にリグニンスルホン酸(例えばサンエキス:日本
製紙社製)、ナフタレンスルホン酸(例えばマイテイ:
花王社製)、メラミンスルホン酸(例えばニッサンSM
F:日産化学工業社製)およびポリカルボン酸(例えば
FC:日本触媒社製)またはその塩を採用することがで
き、また保水剤としてはメチルセルロース(例えばハイ
メトローズ:信越化学工業社製)に代表されるような試
料を適宜に採用することができる。更に繊維材としては
麻あるいはビニロン繊維などが採用され、無機増粘材と
してはホルマイト系鉱物等の解砕物(例えばミルコン:
昭和鉱業社製)の如きを利用することができる。
As the cement dispersant in the present invention,
Specifically, lignin sulfonic acid (for example, sun extract: manufactured by Nippon Paper Industries), naphthalene sulfonic acid (for example, mighty:
Melamine sulfonic acid (for example, Nissan SM)
F: Nissan Chemical Industries, Ltd.) and polycarboxylic acid (eg, FC: manufactured by Nippon Shokubai Co., Ltd.) or a salt thereof can be used. As a water retention agent, methylcellulose (eg, High Metrose: manufactured by Shin-Etsu Chemical Co., Ltd.) is used. Such a sample can be appropriately adopted. Further, hemp or vinylon fiber is used as the fiber material, and crushed materials such as formite-based minerals (for example, Milcon:
(Showa Mining Co., Ltd.) can be used.

【0016】本発明によるものの具体的な実施例につい
て説明すると、先ず軽量骨材の混入量について検討した
具体例は次の表1に示す如くであって、軽量骨材である
パルプスラッジ砂の混入量が多くなるほど所要の軟らか
さを得るための水が多く必要となり、W/Cが大きくな
るため強度も小さい。また、骨材間の空隙が大きいた
め、モルタルの状態が荒々しく、BS/C=0.9程度が
最適であるが、一般的には0.7〜0.96程度が好まし
い。
A concrete example of the present invention will be described. First, a concrete example in which the mixed amount of the lightweight aggregate is examined is as shown in Table 1 below. As the amount increases, more water is required to obtain the required softness, and the W / C increases, resulting in lower strength. Further, since the gap between the aggregates is large, the condition of the mortar is rough and BS / C = about 0.9 is optimal, but generally about 0.7 to 0.96 is preferable.

【0017】[0017]

【表1】 [Table 1]

【0018】特に外壁下地モルタルのような場合におい
てはPS灰10〜30重量部、セメント分散剤0.1〜2.
5重量部、セピオライト解砕物などの無機質増粘材0.2
〜1.5重量部などを添加した条件下においては、パルプ
スラッジ砂160重量部をセメントなどの無機質粉体1
00重量部に対し添加することができ、セメントに対す
るパルプスラッジ砂の配合量が大となるに従い軽量化す
るが強度的には低下する。
In particular, in the case of a mortar for an outer wall, 10 to 30 parts by weight of PS ash and a cement dispersant of 0.1 to 2.2.
5 parts by weight, inorganic thickener such as crushed sepiolite 0.2
Under conditions of addition of about 1.5 parts by weight or the like, 160 parts by weight of pulp sludge sand is added to inorganic powder 1 such as cement.
It can be added to 00 parts by weight, and as the blending amount of pulp sludge sand with respect to cement increases, the weight decreases, but the strength decreases.

【0019】またセメントとパルプスラッジ砂とを一定
とし、PS灰またはフライアッシュ若しくは高炉スラグ
を適宜にその量を変えて添加した場合を要約して示すと
次の表2に示す如くであって、PS灰の量が増加するに
従って軽量化するが圧縮強度および曲げ強度は低下する
傾向が認められる。
Table 2 summarizes the case where cement and pulp sludge sand are fixed and PS ash or fly ash or blast furnace slag is added in appropriately changed amounts, as shown in Table 2 below. As the amount of PS ash increases, the weight decreases, but the compressive strength and bending strength tend to decrease.

【0020】[0020]

【表2】 [Table 2]

【0021】更に混和材を添加した場合と添加しない場
合とを対比して示すと次の表3の如くであって、混和材
の添加によって強度的に向上が図られ、性状や施工性に
おいても好ましいことが確認された。
Table 3 below shows a comparison between the case where the admixture is added and the case where the admixture is not added. The addition of the admixture improves the strength and improves the properties and workability. It was confirmed to be favorable.

【0022】[0022]

【表3】 [Table 3]

【0023】また、外壁下地および上塗モルタルとして
混和材(無機質増粘材:天然ホルマイト混入の有無およ
び混入量の変化について検討した結果は次の表4の如く
であって、天然ホルマイト系鉱物粉と分散剤を配合した
混和材の有無の影響として、混和材を混入しないもの
は、水が増加することとモルタルの粘性が小さいことか
ら、性状が荒々しくベースモルタルとしては不向きであ
る。即ち増粘効果を付与する天然ホルマイト鉱物粉を混
入しない調合では、モルタルの粘性が小さく塗り性状と
しての施工性が悪い。ホルマイトの混入量を増加させる
ことにより粘性が高まり、モルタルの状態(性状)およ
び施工性が改善されることが知られた。
Further, as a result of examining the admixture (inorganic thickener: the presence or absence of natural formite and the change in the amount of natural formite) as an outer wall foundation and a topcoat mortar, the results are shown in Table 4 below. Regarding the influence of the presence or absence of the admixture containing the dispersant, those without the admixture have rough properties and are not suitable as a base mortar because the water increases and the viscosity of the mortar is small. In a formulation that does not mix natural formite mineral powder that gives a viscous effect, the viscosity of the mortar is small and the workability as a coating property is poor.By increasing the amount of formite mixed, the viscosity increases, and the condition (properties) and construction of the mortar It is known that sex is improved.

【0024】[0024]

【表4】 [Table 4]

【0025】練り混ぜ水を増加させると流動性が増し付
着性状が低下するため、塗り性状としての施工性が悪く
なる。下地モルタルとしての適当な流動性(フロー値)
は150〜180程度であり、特に160〜170程度
である。また、上塗りモルタルでの練混ぜ水の影響は、
軽量骨材の粒度を小さくすることによって水量の施工性
に及ぼす影響は小さく、フロー値150〜180程度で
あれば施工性が良好である。
When the mixing water is increased, the fluidity is increased and the adhesive property is reduced, so that the workability as a coating property is deteriorated. Suitable fluidity as base mortar (flow value)
Is about 150 to 180, especially about 160 to 170. In addition, the effect of mixing water in the top coat mortar,
The effect of the amount of water on the workability by reducing the particle size of the lightweight aggregate is small, and the workability is good if the flow value is about 150 to 180.

【0026】[0026]

【表5】 [Table 5]

【0027】上記したような本発明によるものは、セメ
ント類などの無機質水硬性物質粉末100重量部に対し
て5mm以下であるパルプスラッジ砂などの軽量骨材70
〜160重量部とPS灰10〜30重量部、ホルマイト
解砕物などの無機質増粘材0.2〜4.0重量部、硬化促進
剤0.5〜4.0重量部をドライブレンドしたことによって
軽量で早期の強度発現に優れた塗層を形成することので
きる各種のモルタルを適切に提供せしめる。
According to the present invention as described above, a lightweight aggregate such as pulp sludge sand having a size of 5 mm or less per 100 parts by weight of an inorganic hydraulic substance powder such as cement is used.
~ 160 parts by weight, 10-30 parts by weight of PS ash, 0.2-4.0 parts by weight of inorganic thickener such as crushed formite, and 0.5-4.0 parts by weight of a hardening accelerator by dry blending Various mortars capable of forming a coating layer that is lightweight and excellent in early strength development can be provided appropriately.

【0028】パルプスラッジ砂などの軽量骨材70〜1
20重量部、硬化促進剤0.5〜4.0重量部、セメント分
散剤0.1〜2.5重量部を用いた前述したような無機系軽
量モルタル材に55〜70重量部の練り混ぜ水を添加し
て混合したことによって無機質軽量ベースモルタルとし
て施工性に優れた材料を得しめる。
Light aggregate 70-1 such as pulp sludge sand
Mixing 55 to 70 parts by weight with the inorganic lightweight mortar material as described above using 20 parts by weight, 0.5 to 4.0 parts by weight of a hardening accelerator, and 0.1 to 2.5 parts by weight of a cement dispersant. By adding and mixing water, a material having excellent workability as an inorganic lightweight base mortar can be obtained.

【0029】セメント類などの無機質水硬性物質粉末1
00重量部に対して5mm以下であるパルプスラッジ砂な
どの軽量骨材80〜160重量部とPS灰などの無機質
微粉末材10〜30重量部、粉末状セメント分散剤0.1
〜2.5重量部、無機質増粘材0.2〜1.5重量部、保水剤
0.05〜0.3重量部、長さ2〜5mm程度の繊維材0.5〜
1.0重量部をドライブレンドしたことによって住宅など
の外壁下地モルタル材として好ましい無機系軽量な製品
を得しめる。
Inorganic hydraulic substance powder 1 such as cement
80 to 160 parts by weight of a lightweight aggregate such as pulp sludge sand and 10 to 30 parts by weight of an inorganic fine powder such as PS ash, which are 5 mm or less per 100 parts by weight, and a powdery cement dispersant 0.1.
-2.5 parts by weight, inorganic thickener 0.2-1.5 parts by weight, water retention agent
0.05 to 0.3 parts by weight, fiber material of about 2 to 5 mm in length
By dry blending 1.0 part by weight, an inorganic lightweight product that is preferable as a mortar material for outer walls of houses and the like can be obtained.

【0030】上記したようなモルタル材に関してその軽
量骨材として2.5mm以下のパルプスラッジ砂を用いるこ
とにより外壁上塗モルタルとして好ましい特性をもった
無機系モルタル材が得られる。
By using pulp sludge sand of 2.5 mm or less as a lightweight aggregate of the mortar material described above, an inorganic mortar material having preferable characteristics as an outer wall coating mortar can be obtained.

【0031】酢酸ビニル樹脂などの水溶性エマルジョン
を混練水の一部として添加混合するようにしたことによ
って施工性に優れたモルタルを提供する。
A mortar having excellent workability is provided by adding and mixing a water-soluble emulsion such as a vinyl acetate resin as a part of kneading water.

【0032】[0032]

【発明の効果】以上説明したような本発明によるときは
軽量で適切な施工性を有し安定した適宜の塗層厚を自在
に形成し、早朝の自立性や強度発現に優れたモルタルを
提供し得るものであるから工業的にその効果の大きい発
明である。
According to the present invention as described above, a mortar which is lightweight, has an appropriate workability, can freely form a stable and appropriate coating thickness, and is excellent in independence and strength development in the early morning. Therefore, the invention is industrially effective.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 緑川 雅之 神奈川県平塚市東八幡3−14−15−403 (72)発明者 岩沢 伸 神奈川県藤沢市石川2767−17 (72)発明者 平石 信也 神奈川県平塚市御殿1−12−26 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Masayuki Midorikawa 3-14-15-403, Higashi-Hachiman, Hiratsuka-shi, Kanagawa (72) Inventor Shin Iwasawa 2767-17, Ishikawa, Fujisawa-shi, Kanagawa (72) Inventor Shinya Hiraishi, Kanagawa 1-12-26 Hiratsuka-shi Goten

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 セメント類などの無機質水硬性物質粉末
100重量部に対して5mm以下であるパルプスラッジ砂
などの軽量骨材70〜160重量部とPS灰などの無機
微粉末材10〜30重量部、無機質増粘材0.2〜1.5重
量部をドライブレンドしたことを特徴とする無機系軽量
モルタル材。
1. 70 to 160 parts by weight of lightweight aggregate such as pulp sludge sand and 5 to 30 parts by weight of inorganic fine powder such as PS ash, which are 5 mm or less per 100 parts by weight of inorganic hydraulic substance powder such as cement. Parts, inorganic blend mortar material characterized by dry blending 0.2 to 1.5 parts by weight of an inorganic thickener.
【請求項2】 パルプスラッジ砂などの軽量骨材70〜
120重量部を用いた請求項1に記載の無機系軽量モル
タル材に硬化促進材0.5〜4.0重量部、セメント分散剤
0.1〜2.5重量部より成ることを特徴とし、55〜70
重量部の練り混ぜ水を添加して混合するようにした無機
系軽量ベースモルタル材。
2. A lightweight aggregate such as pulp sludge sand.
2. The inorganic lightweight mortar material according to claim 1, wherein 120 parts by weight are used, 0.5 to 4.0 parts by weight of a hardening accelerator, and a cement dispersant.
Characterized by comprising 0.1 to 2.5 parts by weight.
An inorganic lightweight base mortar material that is mixed by adding a weight part of mixing water.
【請求項3】 セメント類などの無機質水硬性物質粉末
100重量部に対して5mm以下であるパルプスラッジ砂
などの軽量骨材80〜160重量部とPS灰などの無機
微粉末材10〜30重量部、無機質増粘材0.2〜1.5重
量部、セメント分散剤0.1〜2.5重量部、保水剤0.05
〜0.3重量部、長さ2〜5mm程度の繊維材0.5〜1.0重
量部をドライブレンドしたことを特徴とした無機系軽量
外壁下地または上塗モルタル材。
3. 80 to 160 parts by weight of a lightweight aggregate such as pulp sludge sand and 5 to 30 parts by weight of an inorganic fine powder such as PS ash which are 5 mm or less per 100 parts by weight of an inorganic hydraulic substance powder such as cement. Parts, inorganic thickener 0.2 to 1.5 parts by weight, cement dispersant 0.1 to 2.5 parts by weight, water retention agent 0.05
An inorganic lightweight outer wall foundation or topcoat mortar material, characterized in that 0.5 to 1.0 part by weight of a fiber material having a length of about 2 to 5 mm is dry blended.
【請求項4】 軽量骨材として2.5mm以下のパルプスラ
ッジ砂を用いることを特徴とした請求項1〜3の何れか
1つに記載の無機系外壁上塗モルタル材。
4. The mortar material for inorganic outer wall coating according to claim 1, wherein pulp sludge sand of 2.5 mm or less is used as the lightweight aggregate.
【請求項5】 酢酸ビニル樹脂などの水溶性エマルジョ
ンを混練水の一部として添加混合するようにしたことを
特徴とする請求項1〜4の何れか1つに記載の無機系軽
量モルタル材。
5. The inorganic lightweight mortar material according to claim 1, wherein a water-soluble emulsion such as a vinyl acetate resin is added and mixed as a part of the kneading water.
JP34452596A 1996-12-10 1996-12-10 Inorganic lightweight mortal material Pending JPH10167795A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34452596A JPH10167795A (en) 1996-12-10 1996-12-10 Inorganic lightweight mortal material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34452596A JPH10167795A (en) 1996-12-10 1996-12-10 Inorganic lightweight mortal material

Publications (1)

Publication Number Publication Date
JPH10167795A true JPH10167795A (en) 1998-06-23

Family

ID=18369957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34452596A Pending JPH10167795A (en) 1996-12-10 1996-12-10 Inorganic lightweight mortal material

Country Status (1)

Country Link
JP (1) JPH10167795A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100325086B1 (en) * 1999-07-22 2002-03-02 강형남 Grouting for reinforcing bar connection of a concrete
JP2009180022A (en) * 2008-01-31 2009-08-13 Utsunomiya Univ Lightweight block for block wall
KR101209282B1 (en) 2010-11-23 2012-12-06 한국건설기술연구원 Ultra-high performance fiber reinforced cementitious composites and manufacturing method
KR101253013B1 (en) * 2012-10-08 2013-04-15 고재웅 Lightweight aggregate material and method for manufacturing thereof
CN104973830A (en) * 2014-04-11 2015-10-14 舟山市汇邦建材有限公司 Concrete dry-mixing mortar and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100325086B1 (en) * 1999-07-22 2002-03-02 강형남 Grouting for reinforcing bar connection of a concrete
JP2009180022A (en) * 2008-01-31 2009-08-13 Utsunomiya Univ Lightweight block for block wall
KR101209282B1 (en) 2010-11-23 2012-12-06 한국건설기술연구원 Ultra-high performance fiber reinforced cementitious composites and manufacturing method
KR101253013B1 (en) * 2012-10-08 2013-04-15 고재웅 Lightweight aggregate material and method for manufacturing thereof
CN104973830A (en) * 2014-04-11 2015-10-14 舟山市汇邦建材有限公司 Concrete dry-mixing mortar and preparation method thereof

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