JPH1045454A - Production of waterproof cement compound and method using the same - Google Patents

Production of waterproof cement compound and method using the same

Info

Publication number
JPH1045454A
JPH1045454A JP20435496A JP20435496A JPH1045454A JP H1045454 A JPH1045454 A JP H1045454A JP 20435496 A JP20435496 A JP 20435496A JP 20435496 A JP20435496 A JP 20435496A JP H1045454 A JPH1045454 A JP H1045454A
Authority
JP
Japan
Prior art keywords
parts
volume
cement
volcanic
powder
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.)
Granted
Application number
JP20435496A
Other languages
Japanese (ja)
Other versions
JP3816153B2 (en
Inventor
Katsushi Maeno
勝志 前野
Reio Morimoto
伶夫 森本
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.)
KASSEI KK
Kassai Co Ltd
Original Assignee
KASSEI KK
Kassai 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 KASSEI KK, Kassai Co Ltd filed Critical KASSEI KK
Priority to JP20435496A priority Critical patent/JP3816153B2/en
Publication of JPH1045454A publication Critical patent/JPH1045454A/en
Application granted granted Critical
Publication of JP3816153B2 publication Critical patent/JP3816153B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/65Water proofers or repellants

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Building Environments (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a low-cost, lightweight and crack-free waterproof concrete compd. by subjecting a higher-density dry kneaded mixture obtd. by dry kneading volcanic ashes or volcanic pebble powder and cement and customarily used additives to dry kneading. SOLUTION: The higher-density dry kneaded mixture is obtd. by dry kneading (A) 30 to 50 parts by volume volcanic ashes or volcanic pebble powder having a grain size below 2mm, (B) 15 to 25 parts by volume powder having a grain size of 2 to 4mm and (C) 20 parts by volume cement and packing the fine grains of the volcanic ashes or frictionally crushed fine pieces generated during the dry kneading into the pores of the relatively coarse volcanic particles to increase the density of the mixture. The customarily used additives are added at need to such higher-density dry kneaded mixture and the dry kneading is continued, by which the cement is adhered to the surfaces of the higher-density volcanic ashes grains.

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】本発明は防水性コンクリート
工法、その工法で用いられる防水性セメント調合物の製
法、ならびに火山灰または火山礫由来の材料を高密度化
した骨材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproof concrete method, a method for producing a waterproof cement composition used in the method, and an aggregate obtained by denaturing a material derived from volcanic ash or lapilli.

【0002】[0002]

【従来の技術】コンクリート構造物の防水手段として
は、コンクリート自体の防水性を向上させるために防水
剤例えばケイ酸ソーダ、またはシリカ系の化合物を用い
てセメント水和生成物である石灰分と結合させて不溶性
ケイ酸石灰となして空隙を満たす方法;金属セッケン、
ワックスにより撥水性を生じさせる方法;樹脂系エマル
ジョン配合により防水性を向上させる方法等がある。
2. Description of the Related Art As a means for waterproofing concrete structures, a waterproofing agent such as sodium silicate or a silica-based compound is used to improve the waterproofness of concrete by combining it with lime, which is a hydration product of cement. A method of forming insoluble lime to fill voids; metal soap,
There is a method of producing water repellency by wax; a method of improving waterproofness by blending a resin emulsion, and the like.

【0003】さらにはコンクリート構造物の防水手段と
しては、コンクリート表面を防水仕上げする方法があ
り、アスファルトを用いて防水層を形成する方法、セメ
ント防水剤をセメントまたはモルタルに配合して構造物
表面に塗布施工する方法、合成樹脂や合成ゴムの溶液ま
たはエマルジョンを塗布して防水層あるいは防水シート
を形成する方法、防水ペイントで塗装する方法等があ
る。
Further, as a means of waterproofing a concrete structure, there is a method of waterproofing a concrete surface, a method of forming a waterproof layer using asphalt, and a method of blending a cement waterproofing agent with cement or mortar on the surface of the structure. There are a method of applying and applying, a method of applying a solution or emulsion of a synthetic resin or synthetic rubber to form a waterproof layer or a waterproof sheet, and a method of painting with a waterproof paint.

【0004】これらの従来のコンクリート防水方法は、
特殊な添加剤を用いたり、高価な防水材を用いたり、複
雑で多量の労働力及び時間を要したりして、いずれも大
きな経費を必要とするものであり、また有機質材料使用
の場合は、相対的に耐用年数が短く(例えば4〜5
年)、補修や再施工を頻繁に必要とする欠点がある。
[0004] These conventional concrete waterproofing methods are:
The use of special additives, expensive waterproofing materials, complicated and large amounts of labor and time, all require large expenses, and when using organic materials, , Relatively short service life (for example, 4-5
Year), there are drawbacks that require frequent repairs and rebuilds.

【0005】さらに重大な問題はコンクリート部分に亀
裂が生じ易く、わずかな亀裂であっても雨水等の浸入迷
走により建物の外観を損なうばかりでなく、カビの発
生、その他住環境の悪化、貯蔵環境(倉庫等の場合)の
劣化をもたらすことである。また一旦生じた亀裂は、種
々な気候条件の下で生長、発達し問題を深刻化させるこ
とも周知である。
A more serious problem is that cracks are likely to occur in the concrete part, and even a slight crack not only impairs the appearance of the building due to the invasion of rainwater and the like, but also causes mold, deterioration of the living environment, and storage environment. (In the case of a warehouse or the like). It is also well known that the cracks once formed grow and develop under various climatic conditions, exacerbating the problem.

【0006】[0006]

【発明が解決しようとする課題】本発明者は、前記の如
き従来のコンクリート防水に伴なう種々の問題を検討
し、それらの問題を解決すべく試験研究を重ね低コス
ト、軽量、無亀裂性の防水性コンクリート組成物及びそ
れを用いての防水施工方法を研究した。
SUMMARY OF THE INVENTION The inventor of the present invention has studied various problems associated with the conventional concrete waterproofing as described above, and has carried out test and research in order to solve those problems. Water-resistant waterproof concrete composition and waterproof construction method using the same were studied.

【0007】[0007]

【課題を解決するための手段】かくして本発明は多孔性
物質である火山灰または火山礫(代表的には「軽石」)
から得られる相対的に粗大な粒子部分と相対的に微細な
粒子部分とを特定の比率で併用し、それらを空練りし、
それらの気孔にはるかに微細な火山灰粒を充填し、気孔
開口を閉塞状態として高密度化させた火山灰粉体を、セ
メントを乾式混合した後に水を導入して湿式混練し、こ
の混合物を施工位置に塗布し、締固めて養生固化させる
ことにより、亀裂を生じない優れた防水層を形成できる
という成果を達成した。
SUMMARY OF THE INVENTION Thus, the present invention relates to a porous material of volcanic ash or lapilli (typically "pumice").
Combining the relatively coarse particle portion and the relatively fine particle portion obtained from at a specific ratio, kneading them,
These pores are filled with much finer volcanic ash particles, the pore openings are closed, and the densified volcanic ash powder is dry-mixed with cement, then water is introduced and wet-kneaded, and this mixture is placed at the work site. By coating and compacting the mixture and curing and curing, an excellent waterproof layer without cracks can be formed.

【0008】従って、本発明は、(1)火山灰または火
山礫から得られた2mm未満の粒度範囲の粉末30〜5
0容量部(A1)及び2mm〜4mmの粒度範囲の粉体
15〜25容量部(A2);及びセメント20容量部
(B);を準備し、(2)上記(A1)及び(A2)を合
せて空練りして相対的に粗大な火山粒子の気孔内に火山
灰の微細粒または空練り中に発生する磨砕微細片が充填
された高密度化状態となし、(3)この高密度化空練り
混合物に上記(B)及び所望により慣用添加剤を導入し
てさらに空練りを継続して高密度化火山灰粒の個々の表
面にセメントを密に付着せしめることからなる防水性セ
メント調合物の製法を提供する。
Accordingly, the present invention relates to (1) powders having a particle size range of less than 2 mm obtained from volcanic ash or lapilli of 30 to 5;
0 parts by volume (A 1 ) and 15 to 25 parts by volume (A 2 ) of powder having a particle size range of 2 mm to 4 mm; and 20 parts by volume of cement (B) are prepared. (2) The above (A 1 ) and (2) a 2) combined with empty dough to relatively coarse ash into the pores of the volcanic particles fine particle or densification conditions and without the grinding砕微strip that occurs during the air kneading is filled, (3) Water-proofing property comprising introducing the above-mentioned (B) and optionally a conventional additive into the densified hollow kneading mixture and further continuing the kneading to adhere cement to the individual surfaces of the densified volcanic ash grains densely. A method for producing a cement formulation is provided.

【0009】さらに本発明は、(1)火山灰または火山
礫から得られた2mm未満の粒度範囲の粉末30〜50
容量部(A1)及び2mm〜4mmの粒度範囲の粉体1
5〜25容量部(A2);セメント20容量部(B);
及び水20〜25容量部(C)を準備し、(2)上記A
1及びA2を合せて空練りして相対的に粗大な火山粒子の
気孔内に火山灰の微細粒または空練り中に発生する磨砕
微細片が充填された高密度化状態となし、(3)この高
密度化空練り混合物に上記(B)及び所望により慣用添
加剤を導入してさらに空練りを継続して高密度化火山灰
粒の個々の表面にセメントを密に付着せしめ、(4)し
かる後に(C)を導入して湿式混練し、(5)得られる
混合物を所定位置に配置して締固めして気泡を排除する
ことからなる防水性コンクリート工法をも提供する。
Further, the present invention relates to (1) a powder having a particle size range of less than 2 mm obtained from volcanic ash or lapilli of 30 to 50.
Volume 1 (A 1 ) and powder 1 having a particle size range of 2 mm to 4 mm
5 to 25 parts by volume (A 2); Cement 20 parts by volume (B);
And 20 to 25 parts by volume of water (C) are prepared.
1 and A 2 and the combined sky kneaded to relatively coarse ash into the pores of the volcanic particles fine particle or densification conditions and without the grinding砕微strip that occurs during the air kneading is filled, (3 (4) The above-mentioned (B) and, if desired, conventional additives are introduced into the densified hollow kneading mixture, and further the air kneading is continued to cause cement to adhere to the individual surfaces of the densified volcanic ash grains, and (4) Thereafter, (C) is introduced and wet-kneaded, and (5) a waterproof concrete method is also provided in which the resulting mixture is placed in a predetermined position and compacted to eliminate air bubbles.

【0010】さらに本発明は、火山灰または火山礫から
なる骨材であって、その気孔内に微細な火山灰粒を充填
して気孔開口を閉塞状態となし高密度化したことを特徴
とする骨材をも提供する。
The present invention further provides an aggregate made of volcanic ash or volcanic gravels, wherein the pores are filled with fine volcanic ash particles to make the pore openings closed and densified. Also provide.

【0011】本発明によれば、二つの粒度分布、すなわ
ち2mm未満の範囲と2mm〜4mmの範囲の火山灰
(または火山礫)由来の粉体及び粉体を併用するためそ
れらのいろいろな寸法の粒子が緊密に詰った状態を呈す
ると共に、両者を空練りすると火山灰または火山礫に特
有の気孔内に微細な火山灰粒が充填し気孔開口を閉塞し
高密度化することが顕微鏡による観察により認められ
る。
According to the present invention, powders derived from volcanic ash (or lapilli) in two particle size distributions, namely in the range of less than 2 mm and in the range of 2 mm to 4 mm, and particles of different sizes for the combined use of the powders. It is observed by a microscope that the particles show a tightly packed state, and that when they are kneaded together, fine volcanic ash particles fill the pores peculiar to volcanic ash or lapilli, closing the pore openings and increasing the density.

【0012】このような高密度化された火山灰または火
山礫の骨材にセメントを配合して空練りを継続すると相
対的に大きな骨材の個々の粒子の表面に相対的に微細な
セメント粉体が接触し密着した状態となり、骨材表面の
小さな凹凸部もセメント粉体で充填されて来る。この空
練りの段階で、所望により慣用添加剤類あるいは顔料等
の着色剤を導入することができる。
[0012] When cement is blended with the aggregate of such densified volcanic ash or lapilli and continuous kneading continues, relatively fine cement powder is added to the surface of each particle of the relatively large aggregate. Are brought into close contact with each other, and small irregularities on the surface of the aggregate are also filled with the cement powder. In this kneading stage, a colorant such as a conventional additive or a pigment can be introduced, if desired.

【0013】本発明者は、火山灰堆積物が永年にわたる
風化作用を受けることによって生じた腐植質アロフェン
土の特殊な挙動・性質に注目して、その種々な工業的利
用を、例えば特開平8−71414号、同平8−895
65号、同平8−134499号等で既に提案している
が、上記の骨材/セメント空練り段階で、腐植質アロフ
ェン土壌粉体を添加すると、防錆性、防カビ性、防汚性
(防苔性)、脱臭性、防結露性が付与されることが発見
された。このような特性が付与されると、地下室、貯水
槽、炊事場、水処理場、病院等の施工のために極めて適
当である。
The present inventor has focused on the special behavior and properties of the humic allophane soil generated by the volcanic ash sediment undergoing long-term weathering, and has considered various industrial uses thereof, for example, in Japanese Unexamined Patent Publication No. No. 71414, 8-895
No. 65, No. 8-134499, etc., but when the humic allophane soil powder is added at the above-mentioned aggregate / cement empty kneading stage, rust-proofing, mold-proofing, and stain-proofing properties are obtained. It has been discovered that (moss-proofing), deodorizing and dew-condensing properties are imparted. Given such characteristics, it is very suitable for construction in basements, water storage tanks, kitchens, water treatment plants, hospitals and the like.

【0014】さて、前記のように、空練りされた高密度
化骨材/セメント調合物は、次いでスランプ値6〜10
cm程度を示すような量の水と混合される。
Now, as described above, the densified aggregate / cement formulation that has been kneaded is then slumped to 6-10.
cm of water.

【0015】もしも火山灰(または火山礫)、セメント
及び水を同時に混合すると、火山灰のガス脱出空隙穴
(気孔)の周囲に水が付着し、セメントはペースト状に
なって水と先に水和反応して水和物となってしまい、火
山灰骨材へのセメントの良好な付着が阻害され多くの気
孔空隙がそのまま残留することが観察された。
If volcanic ash (or lapilli), cement and water are mixed at the same time, water adheres around the gas escape pores (pores) of the volcanic ash, and the cement becomes a paste and hydrates with water first. It was observed that the cement became a hydrate, and the good adhesion of cement to the volcanic ash aggregate was hindered, leaving many pores as they were.

【0016】本発明による高密度化骨材/セメント調合
物と水との混練物は次いで施工現場において使用され
る。打込み時の締固めは従来法で行なうことができ、例
えばコテを用いて転圧しコンクリート中の気泡を排出し
つつ均一に展延し、仕上げる(このとき、コンクリート
のスランプ値は概略6cm程度である)。大規模施工に
おいては、周知のように振動機、例えば内部振動機、型
枠振動機、表面振動機を用い、気泡や空隙のない密実な
コンクリートを形成し、また鉄筋の周囲や型枠の隅々ま
で充分に分布されるようにする。
The kneaded mixture of the densified aggregate / cement formulation according to the invention and water is then used at the construction site. Compaction at the time of driving can be performed by a conventional method. For example, rolling is performed by using a trowel to uniformly spread and finish while discharging air bubbles in the concrete (at this time, the slump value of the concrete is approximately 6 cm). ). In large-scale construction, as is well known, a vibrator, for example, an internal vibrator, a form vibrator, and a surface vibrator are used to form dense concrete with no air bubbles or voids, and also to form around the rebar and formwork. Make sure that it is well distributed throughout.

【0017】本発明の2mm未満の粒度範囲の火山灰
(火山礫)の粉体(A1)と2mm〜4mmの粒度範囲
の粉体(A2)との空練りによる高密度化の試験例を示
すと以下の通りである。
A test example of densification of the powder (A 1 ) of volcanic ash (volcanic rubble) having a particle size range of less than 2 mm and the powder (A 2 ) having a particle size range of 2 mm to 4 mm according to the present invention is shown. It is as shown below.

【0018】鹿児島県鹿屋市古江産出の火山灰(軽石)
から、(A1)として0〜1.0mmの粒度のもの30
容量部及び1.0mm〜2.0mm(未満)のもの40
容量部を採り、また(A2)として2.0mm(以上)
〜3.0mmのもの30容量部を採った。上記(A1
及び(A2)を混合したときの初期比重は0.980で
あった。回転式振動モーター(テーメックス社製;3,
450v.p.m)で駆動したコンクリートミキサー
(浅香工業株式会社製:45r.p.m.)に上記混合
物を入れ振動下に空練りを行ない時間の経過に伴ないサ
ンプリングを行ない混合物の比重を測定して下記の結果
を得た。
Volcanic ash (pumice) from Furue, Kanaya City, Kagoshima Prefecture
From (A 1 ) having a particle size of 0 to 1.0 mm 30
With a capacity part and 1.0 mm to 2.0 mm (less than) 40
Capacitance part is taken, and (A 2 ) is 2.0 mm (or more)
30 volume parts of ~ 3.0 mm were taken. The above (A 1 )
And (A 2 ) had an initial specific gravity of 0.980. Rotary vibration motor (Temex; 3,
450v. p. m), the mixture was placed in a concrete mixer (manufactured by Asaka Kogyo Co., Ltd .: 45 rpm), and the mixture was kneaded under vibration and sampled over time to measure the specific gravity of the mixture. Was obtained.

【0019】以上の実験では約15%にも及び高密度化
が達成された。この空練り前の混合物を顕微鏡で見ると
火山灰に特有の多数のガス脱出孔(気孔)が明瞭に認め
られたが、空練り後にはガス脱出孔は微細な火山灰砕粒
によって奥の方まで実質的に閉塞された状態となったこ
とが認められた。従って後でセメントや水と混合したと
きには、ガス脱出孔(気孔)中に存在する空気量が少な
いために、悪影響を与えることがなく、緻密な高強度の
硬化物を与えるものと考えられる。硬化物の緻密性及び
残存気泡の少なさは、顕微鏡によって明瞭に認められ
た。
In the above experiment, a high density of about 15% was achieved. When the mixture before kneading was observed under a microscope, many gas escape holes (pores) peculiar to volcanic ash were clearly recognized. However, after kneading, the gas escape holes were substantially turned to the back by fine volcanic ash granules. It was confirmed that the condition was obstructed. Therefore, when mixed with cement or water later, the amount of air existing in the gas escape holes (pores) is small, so that it is considered that a dense, high-strength cured product is given without any adverse effect. The compactness of the cured product and the small amount of residual air bubbles were clearly recognized by a microscope.

【0020】本発明で使用するのに適当な火山灰(また
は火山礫)の(A1)及び(A2)成分の粒度分布の一例
を図1に示す。図1における実線の曲線はコンクリート
において慣用の細骨材及び粗骨材(すなわち砂、砂利)
の粒度分布の代表的な例であり、比較のために示されて
いる。この図示から明らかなように本発明の火山灰また
は火山礫由来の細成分(A1)及び粗成分(A2)は、慣
用の細骨材(砂)及び粗骨材(砂利)よりもそれぞれ著
しく小さい粒度分布で併用されており、しかも前述の如
き独特な空練り高密度化処理を受ける。
FIG. 1 shows an example of the particle size distribution of the (A 1 ) and (A 2 ) components of volcanic ash (or lapilli) suitable for use in the present invention. The solid curves in FIG. 1 represent fine and coarse aggregates (ie, sand, gravel) customary in concrete.
Is a representative example of the particle size distribution of, and is shown for comparison. As is apparent from this figure, the fine component (A 1 ) and the coarse component (A 2 ) derived from the volcanic ash or lapilli of the present invention are significantly more remarkable than the conventional fine aggregate (sand) and coarse aggregate (gravel), respectively. It is used in combination with a small particle size distribution, and undergoes the unique kneading and densification treatment as described above.

【0021】本発明によるセメント調合物の組成は、セ
メント20容量部を基準として、細成分(A1)が30
〜50容量部、好ましくは35〜45容量部及び粗成分
(A2)が15〜25容量部、好ましくは17〜23容
量部である。ここに(A1)及び(A2)の量は空練り高
密度化処理前の量である。
The composition of the cement composition according to the present invention has a fine component (A 1 ) of 30 parts by volume based on 20 parts by volume of cement.
50 parts by volume, preferably 35 to 45 parts by volume and coarse component (A 2) 15 to 25 parts by volume, preferably 17 to 23 parts by volume. Here, the amounts of (A 1 ) and (A 2 ) are the amounts before the kneading and densification treatment.

【0022】細成分(A1)と粗成分(A2)との混合物
の空練りは、普通のコンクリートミキサーで約3〜5
分、例えば4分前後実施することにより、適切な高密度
化が達成できるが、さらに長い空練り時間(例えば10
分程度まで)を使用することも可能であり、コンクリー
トの性能のためには好ましいようである。
The kneading of the mixture of the fine component (A 1 ) and the coarse component (A 2 ) is carried out with a common concrete mixer to about 3 to 5 times.
Minutes, for example, about 4 minutes, appropriate densification can be achieved.
(Up to about a minute) can be used, which seems to be preferred for the performance of concrete.

【0023】高密度化された空練り(A1+A2)混合物
に対して所要量のセメントを導入し、空練りをさらに2
〜5分、通常は約3分前後継続することにより本発明の
セメント調合物を得ることができる。
A required amount of cement is introduced into the high-density empty kneading (A 1 + A 2 ) mixture, and the empty kneading is further performed by 2 hours.
By continuing for about 5 minutes, usually about 3 minutes, the cement formulation of the present invention can be obtained.

【0024】このセメント調合物を直ちに施工に使用す
る場合にはミキサー中のセメント調合物に水(前記
1、A2及びセメントの容量部基準で約20〜25容量
部)を加えて、混練してスランプ値6〜10cmの混練
物を得る。混練時に水は骨材に付着したセメントに吸収
され、骨材の気孔中の気泡の不存在あるいは僅少のため
に、骨材へのセメントの良好な接近及び接触が促進され
る。
When this cement composition is to be used immediately for construction, water (about 20 to 25 parts by volume based on the volume parts of A 1 , A 2 and cement) is added to the cement composition in the mixer and kneaded. To obtain a kneaded product having a slump value of 6 to 10 cm. During kneading, the water is absorbed by the cement adhering to the aggregate, which promotes good access and contact of the cement with the aggregate due to the absence or small number of bubbles in the pores of the aggregate.

【0025】施工時の締固めの際のコテ操作や振動機に
よる圧力、揺動等の作用により可成りの水分が上部へ分
離して来て、その締固め(硬化前)施工物はスランプ値
約5〜7cm程度を示すようになり、これを硬化養生し
て得られる軽量コンクリートの強度は概略130kg/
cm2前後である。
[0025] A considerable amount of water separates to the upper part due to the operation of the iron during compaction, the pressure of the vibrator, and the action of shaking during compaction, and the compacted (before hardening) construction has a slump value. It shows about 5-7 cm, and the strength of the lightweight concrete obtained by hardening and curing this is about 130 kg /
cm 2 .

【0026】施工は吹き付け法によっても行なうことも
でき、例えばモルタル壁体等に吹き付けて、防水、防
音、断熱性の高い耐亀裂性仕上面を得ることができる。
The construction can also be performed by a spraying method, for example, by spraying on a mortar wall or the like to obtain a crack-resistant surface having high waterproof, soundproof and heat insulating properties.

【0027】本発明の防水コンクリート工法により達成
される防水性はJIS A 6101によって測定して
0.19〜1.74%(吸水率)の範囲であり、このよ
うな値は普通のコンクリートの約10%前後の値よりも
はるかに低い。
The waterproofness achieved by the waterproofing concrete method of the present invention is in the range of 0.19 to 1.74% (water absorption) as measured by JIS A 6101, and such a value is about the same as that of ordinary concrete. Much lower than around 10%.

【0028】先に本発明のセメント調合物に腐植性アロ
フェン土粉末を添加できることを述べたが、この場合に
は例えば水道水中の塩素が除去され、またその他の金属
イオンも除去されるので、金属部材、例えば鉄筋、鉄骨
等の耐腐食性が向上する。
It has been mentioned above that humic allophane earth powder can be added to the cement composition of the present invention. In this case, for example, chlorine in tap water is removed and other metal ions are also removed. Corrosion resistance of a member, for example, a reinforcing bar or a steel frame, is improved.

【0029】[0029]

【実施例】火山灰由来の粒度2mm未満の細成分40l
及び火山礫由来の粒度2mm〜4mmの粗成分20lを
コンクリートミキサーに仕込み、4分間空練りし、次い
で普通ポルトランドセメント20lをその空練り混合物
に加えて空練りを2.5分間継続した後水23lを入れ
混練しスランプ値8cmの混練物を得た。
[Example] 40 l of fine components with a particle size of less than 2 mm derived from volcanic ash
Then, 20 l of a coarse component having a particle size of 2 mm to 4 mm derived from lapilli were charged into a concrete mixer and kneaded for 4 minutes. Then, 20 l of ordinary Portland cement was added to the kneaded mixture, and the kneading was continued for 2.5 minutes. And kneaded to obtain a kneaded material having a slump value of 8 cm.

【0030】骨材混合物の空練り混合前後の見掛比重は
それぞれ0.977及び1.114であり、空練り後の
骨材混合物中の個々の粒子の気孔内は微細粉体で実質的
に詰め尽されていることが顕微鏡観察で認められた。
The apparent specific gravities of the aggregate mixture before and after kneading are 0.977 and 1.114, respectively, and the pores of the individual particles in the aggregate mixture after kneading are substantially fine powders. Microscopic observation showed that it was exhausted.

【0031】上記スランプ値8cmの混練物を既製コン
クリート粗面上に約13mmの厚さに押し拡げコテで転
圧し、同伴気泡を排除しつつ可成りの水分が表面に移行
分離する状態としてから、放置し固化、養生させた(材
令7日)。
The above-mentioned kneaded material having a slump value of 8 cm is pushed to a thickness of about 13 mm on a rough surface of a ready-made concrete and rolled with an iron, so that considerable moisture is transferred to and separated from the surface while eliminating accompanying air bubbles. It was left to solidify and cure (7 days old).

【0032】比較例1 上記実施例の操作において細成分、粗成分及びセメント
を一緒にミキサーに仕込み、4分空練りし、次いで水を
入れて混練したものを用いて、同様に施工、養生させた
(材令7日)。
Comparative Example 1 In the operation of the above example, fine components, coarse components and cement were charged together in a mixer, kneaded for 4 minutes, and then kneaded with water, followed by similar construction and curing. (March 7th).

【0033】比較例2 上記実施例の操作において、慣用の砂からなる細骨材、
セメント及び水からモルタルを調合し、同様に施工、養
生させた(材令7日)。
Comparative Example 2 In the operation of the above example, fine aggregate made of conventional sand was used.
Mortar was prepared from cement and water, and was similarly constructed and cured (7 days old).

【0034】上記の材令の各試料の吸水率(JIS A
6101)は下記の通りであった。 実施例 1.61% 比較例1 13.7% 比較例2 10.2%
The water absorption of each sample of the above-mentioned material age (JIS A
6101) was as follows. Example 1.61% Comparative Example 1 13.7% Comparative Example 2 10.2%

【0035】1年後に施工仕上面を観察したところ実施
例のものには亀裂が認められなかったが比較例1及び2
のものについては小さい亀裂の発生が認められ、殊に比
較例2のものについては相当大きな亀裂にまで生長して
いる個所が多く認められた。
When the finished surface was observed one year later, no cracks were found in the working examples, but comparative examples 1 and 2
Small cracks were observed in the steels of Comparative Example 2, and particularly, those of Comparative Example 2 showed many growths to large cracks.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の火山灰由来の細成分(A1)及び粗成
分(A2)の粒度分布図。
FIG. 1 is a particle size distribution diagram of a fine component (A 1 ) and a coarse component (A 2 ) derived from the volcanic ash of the present invention.

───────────────────────────────────────────────────── 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 C04B 14:10 14:14 14:16) ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification number Agency reference number FI Technical display location C04B 14:10 14:14 14:16)

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 (1)火山灰または火山礫から得られた
2mm未満の粒度範囲の粉末30〜50容量部(A1
及び2mm〜4mmの粒度範囲の粉体15〜25容量部
(A2);及びセメント20容量部(B);を準備し、
(2)上記(A1)及び(A2)を合せて空練りして相対
的に粗大な火山粒子の気孔内に火山灰の微細粒または空
練り中に発生する磨砕微細片が充填された高密度化状態
となし、(3)この高密度化空練り混合物に上記(B)
及び所望により慣用添加剤を導入してさらに空練りを継
続して高密度化火山灰粒の個々の表面にセメントを密に
付着せしめることからなる防水性セメント調合物の製
法。
(1) 30 to 50 parts by volume of powder obtained from volcanic ash or lapilli and having a particle size range of less than 2 mm (A 1 )
And 15 to 25 parts by volume (A 2 ) of powder having a particle size range of 2 mm to 4 mm; and 20 parts by volume of cement (B);
(2) The above (A 1 ) and (A 2 ) are kneaded together, and the pores of relatively coarse volcanic particles are filled with fine particles of volcanic ash or ground fine particles generated during kneading. (3) The above-mentioned (B)
And a process for the preparation of a waterproof cement formulation, which comprises, if desired, introducing conventional additives and further continuing the kneading so that the cement is tightly adhered to the individual surfaces of the densified volcanic ash grains.
【請求項2】 工程(3)において腐植質アロフェン土
壌粉末0.05〜8容量部を添加することを特徴とする
請求項1の製法。
2. The method according to claim 1, wherein 0.05 to 8 parts by volume of humic allophane soil powder is added in step (3).
【請求項3】 (1)火山灰または火山礫から得られた
2mm未満の粒度範囲の粉末30〜50容量部(A1
及び2mm〜4mmの粒度範囲の粉体15〜25容量部
(A2);セメント20容量部(B);及び水20〜2
5容量部(C)を準備し、(2)上記A1及びA2を合せ
て空練りして相対的に粗大な火山粒子の気孔内に火山灰
の微細粒または空練り中に発生する磨砕微細片が充填さ
れた高密度化状態となし、(3)この高密度化空練り混
合物に上記(B)及び所望により慣用添加剤を導入して
さらに空練りを継続して高密度化火山灰粒の個々の表面
にセメントを密に付着せしめ、(4)しかる後に(C)
を導入して湿式混練し、(5)得られる混合物を所定位
置に配置して締固めして気泡を排除することからなる防
水性コンクリート工法。
3. (1) 30 to 50 parts by volume of powder having a particle size range of less than 2 mm (A 1 ) obtained from volcanic ash or lapilli
And 15 to 25 parts by volume (A2) of powder having a particle size range of 2 mm to 4 mm; 20 parts by volume of cement (B); and 20 to 2 parts of water.
Prepare 5 parts by volume (C), (2) grinding occurring during fine particle or empty kneading ash in the pores of the A 1 and the combined A 2 empty kneaded to relatively coarse volcanic particles (3) The above-mentioned (B) and, if desired, conventional additives are introduced into the densified kneaded mixture, and the kneaded mixture is further densified to form a densified volcanic ash particle. The cement is allowed to adhere closely to the individual surfaces of (4) and then (C)
(5) A waterproof concrete method comprising removing the air bubbles by placing the obtained mixture in a predetermined position and compacting it.
【請求項4】 工程(2)及び/または(3)において
腐植質アロフェン土壌粉末0.05〜8容量部を添加す
ることを特徴とする請求項3の工法。
4. The method according to claim 3, wherein 0.05 to 8 parts by volume of humic allophane soil powder is added in step (2) and / or (3).
【請求項5】 火山灰または火山礫からなる骨材であっ
て、その気孔内に微細な火山灰粒を充填して気孔開口を
閉塞状態となし高密度化したことを特徴とする骨材。
5. An aggregate comprising volcanic ash or volcanic rubble, wherein pores are filled with fine volcanic ash particles to close the pore openings to increase the density.
JP20435496A 1996-08-02 1996-08-02 Method for producing waterproof cement compound and method of using the same Expired - Fee Related JP3816153B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20435496A JP3816153B2 (en) 1996-08-02 1996-08-02 Method for producing waterproof cement compound and method of using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20435496A JP3816153B2 (en) 1996-08-02 1996-08-02 Method for producing waterproof cement compound and method of using the same

Publications (2)

Publication Number Publication Date
JPH1045454A true JPH1045454A (en) 1998-02-17
JP3816153B2 JP3816153B2 (en) 2006-08-30

Family

ID=16489125

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20435496A Expired - Fee Related JP3816153B2 (en) 1996-08-02 1996-08-02 Method for producing waterproof cement compound and method of using the same

Country Status (1)

Country Link
JP (1) JP3816153B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002234767A (en) * 2001-02-07 2002-08-23 Nakamichi Kogyosho:Kk Mortar for spraying
JP2007284974A (en) * 2006-04-14 2007-11-01 Shiima Consultant:Kk Soil block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002234767A (en) * 2001-02-07 2002-08-23 Nakamichi Kogyosho:Kk Mortar for spraying
JP2007284974A (en) * 2006-04-14 2007-11-01 Shiima Consultant:Kk Soil block

Also Published As

Publication number Publication date
JP3816153B2 (en) 2006-08-30

Similar Documents

Publication Publication Date Title
Roy et al. Effect of partial replacement of cement by silica fume on hardened concrete
JP5179919B2 (en) Sulfuric acid resistant cement composition and sulfuric acid resistant concrete
CN103934261A (en) Method for ground seepage-proofing and induration of polluted soil working-storage section in field restoration
JP6508789B2 (en) Method using polymer cement mortar and polymer cement mortar
JP2011136864A (en) Admixture for porous concrete and porous concrete
CN106396531B (en) A kind of solid salt agent for seawater coral aggregate concrete
KR101847453B1 (en) Soil surfacing method with soil improvement compounds
JPH1045454A (en) Production of waterproof cement compound and method using the same
Garg et al. Effect of varying cement proportions on properties of compressed stabilized earth blocks (CSEB)-a sustainable low-cost housing material
EP1718580B1 (en) Fast-setting pourable mortars with high fluidity
JP6203546B2 (en) Polymer cement mortar and method using polymer cement mortar
JP6498716B2 (en) Ground improvement method
KR101567274B1 (en) Concrete paving method using the same composition and color with pigment dyes
JP2005081824A (en) Partially hydrated shaped body of hydraulic composition, its manufacturing process, its usage
JP6578316B2 (en) Ground improvement method
JP2019085860A (en) Construction method for water retentive pavement
JP6334310B2 (en) Method for producing hydraulic composition and hydraulic composition
JP6525326B2 (en) Slip form method
JP6997576B2 (en) How to make concrete pavement
RU2248953C1 (en) Method for production of no-fines concrete on dense aggregates
RU2111321C1 (en) Decorative article, compound for application of coating onto decorative article and method of application of coating
Verma et al. The Influence of Lime as Partial Replacement of Cement on Strength Characteristics of Mortar and Concrete Mixes
JP6275995B2 (en) Water retention block
Young Repointing mortar joints: some important points
JP2002302904A (en) Cast-in-place water permeable concrete pavement construction method

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060209

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060214

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060407

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060509

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060607

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees