JPH07187743A - Light-weight aerated concrete compositioon - Google Patents
Light-weight aerated concrete compositioonInfo
- Publication number
- JPH07187743A JPH07187743A JP32703893A JP32703893A JPH07187743A JP H07187743 A JPH07187743 A JP H07187743A JP 32703893 A JP32703893 A JP 32703893A JP 32703893 A JP32703893 A JP 32703893A JP H07187743 A JPH07187743 A JP H07187743A
- Authority
- JP
- Japan
- Prior art keywords
- water
- raw material
- component
- light
- soluble polymer
- 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
Links
- 239000004567 concrete Substances 0.000 title abstract description 6
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 claims abstract description 30
- 239000002994 raw material Substances 0.000 claims abstract description 24
- 150000003839 salts Chemical class 0.000 claims abstract description 15
- 239000000203 mixture Substances 0.000 claims abstract description 14
- 229920003169 water-soluble polymer Polymers 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 9
- 229920002678 cellulose Polymers 0.000 claims abstract description 5
- 229920000609 methyl cellulose Polymers 0.000 claims abstract description 4
- 239000001923 methylcellulose Substances 0.000 claims abstract description 4
- 235000010981 methylcellulose Nutrition 0.000 claims abstract description 4
- 239000007787 solid Substances 0.000 claims abstract description 4
- 239000002202 Polyethylene glycol Substances 0.000 claims abstract description 3
- 229920001223 polyethylene glycol Polymers 0.000 claims abstract description 3
- 239000011381 foam concrete Substances 0.000 claims description 18
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 claims description 6
- 229920000877 Melamine resin Polymers 0.000 claims description 5
- 239000004088 foaming agent Substances 0.000 claims description 5
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 claims description 5
- 229920002125 Sokalan® Polymers 0.000 claims description 2
- 229920002401 polyacrylamide Polymers 0.000 claims description 2
- 239000004584 polyacrylic acid Substances 0.000 claims description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 abstract description 11
- 239000004568 cement Substances 0.000 abstract description 4
- 239000006260 foam Substances 0.000 abstract description 4
- 239000000377 silicon dioxide Substances 0.000 abstract description 4
- 239000000843 powder Substances 0.000 abstract description 3
- 239000004576 sand Substances 0.000 abstract description 3
- 238000013329 compounding Methods 0.000 abstract 3
- 239000004604 Blowing Agent Substances 0.000 abstract 2
- 239000002002 slurry Substances 0.000 description 11
- 239000002253 acid Substances 0.000 description 8
- 230000007547 defect Effects 0.000 description 7
- 239000002270 dispersing agent Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 5
- 238000005187 foaming Methods 0.000 description 5
- 239000003638 chemical reducing agent Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- PSZYNBSKGUBXEH-UHFFFAOYSA-N naphthalene-1-sulfonic acid Chemical compound C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 PSZYNBSKGUBXEH-UHFFFAOYSA-N 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 2
- 235000011941 Tilia x europaea Nutrition 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 239000004571 lime Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000011268 mixed slurry Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- WURBVZBTWMNKQT-UHFFFAOYSA-N 1-(4-chlorophenoxy)-3,3-dimethyl-1-(1,2,4-triazol-1-yl)butan-2-one Chemical compound C1=NC=NN1C(C(=O)C(C)(C)C)OC1=CC=C(Cl)C=C1 WURBVZBTWMNKQT-UHFFFAOYSA-N 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- -1 accelerator Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 150000008064 anhydrides Chemical class 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004581 coalescence Methods 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- RRDQTXGFURAKDI-UHFFFAOYSA-N formaldehyde;naphthalene-2-sulfonic acid Chemical compound O=C.C1=CC=CC2=CC(S(=O)(=O)O)=CC=C21 RRDQTXGFURAKDI-UHFFFAOYSA-N 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000010191 image analysis Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/18—Compositions 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 mixtures of the silica-lime type
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0045—Polymers chosen for their physico-chemical characteristics
- C04B2103/0053—Water-soluble polymers
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)
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は軽量気泡コンクリート組
成物、更に詳しくは、発泡成形性に優れた軽量気泡コン
クリート組成物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight cellular concrete composition, and more particularly to a lightweight cellular concrete composition having excellent foam moldability.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】軽量気
泡コンクリートは、石灰質原料 (石灰、セメントなど)
と珪酸質原料 (珪砂、フライアッシュ) に水を加え混合
したスラリーに、アルミニウム粉末などを加え発泡さ
せ、あるいはあらかじめ調製した泡を混入して多孔質に
したのちオートクレーブ養生により珪酸質と石灰質の化
合物をつくり硬化させたものである。これらの硬化物
は、軽量で、断熱性、耐火性及び加工性に優れることか
ら、建築部材の工場製品に広く利用されている。2. Description of the Related Art Light-weight cellular concrete is a calcareous raw material (lime, cement, etc.).
A mixture of siliceous and calcareous compounds is prepared by adding aluminum powder, etc. to a slurry prepared by adding water to a siliceous raw material (silica sand, fly ash), foaming it, or mixing the foam prepared beforehand to make it porous and then autoclave curing it. It is made and cured. These cured products are lightweight and have excellent heat insulating properties, fire resistance, and workability, and are therefore widely used in factory products for building members.
【0003】軽量気泡コンクリートの製造にあたって、
主原料 (石灰質原料と珪酸質原料)と水及び金属アルミ
ニウム粉末からなるスラリーを型枠に注入する際、物理
的要因により多量の粗大気泡が混入する。この時スラリ
ー粘度が大きいと粗大気泡はそのまま残存し、気泡を不
均一化する問題がある。特に、軽量気泡コンクリートに
鉄筋等の補強材を配筋する場合、粗大気泡が鉄筋を横切
った後に欠陥を生じ、製品強度を低下する原因となる。In the production of lightweight cellular concrete,
When pouring a slurry composed of main raw materials (calcium raw material and siliceous raw material), water and aluminum metal powder into a mold, a large amount of coarse bubbles are mixed due to physical factors. At this time, if the viscosity of the slurry is large, coarse bubbles remain as they are, and there is a problem of making the bubbles non-uniform. In particular, when reinforcing materials such as reinforcing bars are laid in lightweight cellular concrete, coarse cells cause defects after they cross the reinforcing bars, which causes reduction in product strength.
【0004】かかるスラリー粘度の問題を改善すべく、
ナフタレンスルホン酸系の分散剤を添加する方法や、ポ
リカルボン酸系分散剤を添加する方法 (特開昭63-40780
号)が試みられている。しかし型枠注入時の流動性を確
保するとスラリー粘度が低すぎて、アルミニウムによる
発泡時に気泡の合一が生じ、結果として粗大気泡が製品
中に残存し欠陥を発生する。また、ナフタレンスルホン
酸系分散剤は、表面張力が大きいため、気泡径が粗大化
する問題があり、補強材上に欠陥ができる問題を完全に
解決するに至っていない。In order to improve the problem of slurry viscosity,
A method of adding a naphthalene sulfonic acid type dispersant or a method of adding a polycarboxylic acid type dispersant (Japanese Patent Laid-Open No. 63-40780).
No.) is being tried. However, if the fluidity at the time of pouring the mold is secured, the slurry viscosity is too low, and coalescence of bubbles occurs at the time of foaming with aluminum, and as a result, coarse bubbles remain in the product to cause defects. Further, since the naphthalene sulfonic acid-based dispersant has a large surface tension, it has a problem that the bubble diameter becomes coarse, and the problem of forming defects on the reinforcing material has not been completely solved.
【0005】[0005]
【課題を解決するための手段】本発明者らは、上記の問
題点を考慮した結果、型枠注入時のスラリー粘度を低
く、しかも発泡時には均一な微細気泡が導入された軽量
気泡コンクリート組成物を完成し、本発明品を完成する
に至った。As a result of considering the above problems, the present inventors have found that a lightweight cellular concrete composition having a low slurry viscosity at the time of pouring a mold and having uniform fine cells introduced at the time of foaming. To complete the present invention product.
【0006】即ち、本発明は、珪酸質原料と石灰質原
料、発泡剤、水、メラミンスルホン酸ホルムアルデヒド
縮合物塩及び水溶性高分子を必須成分とすることを特徴
とする軽量気泡コンクリート組成物に関する。[0006] That is, the present invention relates to a lightweight cellular concrete composition comprising siliceous and calcareous raw materials, a foaming agent, water, a melaminesulfonic acid formaldehyde condensate salt and a water-soluble polymer as essential components.
【0007】本発明において、メラミンスルホン酸ホル
ムアルデヒド縮合物塩及び水溶性高分子以外は既知の方
法 (例えばJIS A5416)によって調製される。石灰質原料
としては、石灰やセメントなどが挙げられ、珪酸質原料
としては、珪砂、珪石、フライアッシュ、粘土、煉瓦、
高炉スラグなどが挙げられる。発泡剤としては、金属粉
末 (アルミニウム粉末など) や界面活性剤が挙げられ
る。In the present invention, other than the melamine sulfonic acid formaldehyde condensate salt and the water-soluble polymer, it is prepared by a known method (for example, JIS A5416). Examples of calcareous raw materials include lime and cement, and examples of siliceous raw materials include silica sand, silica stone, fly ash, clay, brick,
Examples include blast furnace slag. Examples of the foaming agent include metal powder (aluminum powder, etc.) and surfactants.
【0008】本発明において使用されるメラミンスルホ
ン酸ホルムアルデヒド縮合物塩としては市販品でよく、
例えば、商品名マイテイ 150V-2(花王(株)製) などが
挙げられる。添加量としては、珪酸質原料と石灰質原料
との合計量に対して固形分重量%で0.01〜1.0 %の範囲
が良く、より好ましくは0.05〜0.2 %の範囲が良い。添
加量が0.01%未満では、分散性を発現せず、 1.0%を越
えると分離して気泡抜けが顕著になる。The melamine sulfonic acid formaldehyde condensate salt used in the present invention may be a commercially available product,
For example, the product name Mighty 150V-2 (manufactured by Kao Corporation) can be mentioned. The amount of addition is preferably in the range of 0.01 to 1.0%, and more preferably in the range of 0.05 to 0.2% in terms of solid content weight% with respect to the total amount of the siliceous raw material and the calcareous raw material. If the addition amount is less than 0.01%, the dispersibility is not exhibited, and if it exceeds 1.0%, the particles are separated to cause significant bubble escape.
【0009】本発明において使用される水溶性高分子
は、非イオン性セルロースエステル、ポリエチレングリ
コール、ポリアクリル酸、ポリアクリルアミドが挙げら
れる。これらの中では非イオン性セルロースエステルが
好ましく、更に好ましくはメチルセルロースが好まし
い。添加量としては、珪酸質原料と石灰質原料との合計
量に対し固形分重量%で 0.005〜0.1 %の範囲が良く、
より好ましくは0.01〜0.05%の範囲が良い。添加量が
0.005%未満の場合は気泡径が不均一となり、 0.1%を
越えるとスラリー粘度が増大して型枠注入時の巻き込み
粗大気泡が残存し欠陥ができ易い。Examples of the water-soluble polymer used in the present invention include nonionic cellulose ester, polyethylene glycol, polyacrylic acid and polyacrylamide. Of these, nonionic cellulose esters are preferable, and methyl cellulose is more preferable. The amount of addition is preferably in the range of 0.005 to 0.1% in terms of solid content weight% with respect to the total amount of siliceous raw material and calcareous raw material.
The range of 0.01 to 0.05% is more preferable. The amount added
If it is less than 0.005%, the bubble diameter becomes nonuniform, and if it exceeds 0.1%, the viscosity of the slurry increases and coarse air bubbles entrapped during mold injection tend to remain, causing defects.
【0010】本発明において使用されるメラミンスルホ
ン酸ホルムアルデヒド縮合物塩は、セメント組成物を高
度に分散し、気泡安定性の良い高性能減水剤としてコン
クリート工場製品に広く利用されている。この高分散性
により主原料スラリーの粘度を低下せしめ、型枠注入時
の粗大気泡を除去することが可能となる。また、メチル
セルロースなどの水溶性高分子は、高温時の増粘作用を
有していることからアルミ発泡時にスラリー粘度を増大
せしめ、微細気泡を均一に保持することができる。こう
して、型枠注入時の巻き込み気泡を除去し、発泡時に微
細気泡を均一に導入した良質の軽量気泡コンクリートを
製造することができる。以上の点で、従来のナフタレン
スルホン酸系分散剤やポリカルボン酸系分散剤単独で気
泡を均一化する方法 (例えば特開昭63-40780号) とは明
らかに異なる。The melamine sulfonic acid formaldehyde condensate salt used in the present invention is widely used in concrete factory products as a high-performance water reducing agent which highly disperses a cement composition and has good bubble stability. This high dispersibility makes it possible to reduce the viscosity of the main raw material slurry and to remove coarse bubbles at the time of pouring the mold. Further, since a water-soluble polymer such as methyl cellulose has a thickening effect at high temperatures, it can increase the slurry viscosity when aluminum is foamed, and can hold fine bubbles uniformly. In this way, it is possible to remove the entrained air bubbles at the time of pouring the mold and produce a good quality lightweight cellular concrete in which fine air bubbles are uniformly introduced at the time of foaming. The above points are clearly different from the conventional method of homogenizing air bubbles with a naphthalenesulfonic acid-based dispersant or a polycarboxylic acid-based dispersant (for example, JP-A-63-40780).
【0011】本発明の軽量気泡コンクリートの製造に関
し、悪影響を及ぼさない範囲内で公知の分散剤を併用す
ることは可能である。分散剤としては、例えば、β−ナ
フタレンスルホン酸ホルムアルデヒド縮合物又はその
塩、アルキルナフタレンスルホン酸スルホン酸ホルムア
ルデヒド縮合物又はその塩、リグニンスルホン酸又はそ
の塩、オキシカルボン酸又はその塩、ポリカルボン酸又
はその塩、及びポリアルキル無水カルボン酸又はその塩
(例えば、特公昭63-5346 号、特開昭62-83344号、特開
平1-270550号) などがあり、予め混合しておいても良
く、また、一方を主原料に配合した後、あるいは一方を
主原料に配合して練っておいてから他方を配合しても良
い。Regarding the production of the lightweight cellular concrete of the present invention, it is possible to use a known dispersant in combination within a range that does not have an adverse effect. Examples of the dispersant include β-naphthalenesulfonic acid formaldehyde condensate or a salt thereof, alkylnaphthalenesulfonic acid sulfonic acid formaldehyde condensate or a salt thereof, ligninsulfonic acid or a salt thereof, oxycarboxylic acid or a salt thereof, polycarboxylic acid or Salt thereof, polyalkylcarboxylic anhydride or salt thereof
(For example, Japanese Examined Patent Publication No. 63-5346, Japanese Unexamined Patent Publication No. 62-83344, Japanese Unexamined Patent Publication No. 1-270550) and the like, which may be mixed in advance, or after blending one with the main raw material, or One may be blended with the main raw material and kneaded before the other is blended.
【0012】併用割合としては本発明において使用され
るメラミンスルホン酸ホルムアルデヒド縮合物塩に対し
て、5〜95重量%が適当である。A suitable combination ratio is 5 to 95% by weight based on the melaminesulfonic acid formaldehyde condensate salt used in the present invention.
【0013】また、他の添加剤 (材) 、例えばAE減水
剤、流動化剤、高性能減水剤、遅延剤、早強剤、促進
剤、起泡剤、発泡剤、消泡剤、保水剤、増粘剤、セルフ
レベリング剤、防水剤、防錆剤、着色剤、防黴剤、ひび
割れ低減剤、高分子エマルジョン、その他界面活性剤、
水溶性高分子、グラスファイバーとの併用も可能であ
る。Other additives (materials) such as AE water reducing agent, superplasticizer, high performance water reducing agent, retarder, early strengthening agent, accelerator, foaming agent, foaming agent, defoaming agent, water retention agent , Thickeners, self-leveling agents, waterproofing agents, rust preventives, coloring agents, anti-mold agents, crack reducing agents, polymer emulsions, other surfactants,
It is also possible to use it in combination with a water-soluble polymer and glass fiber.
【0014】[0014]
【発明の効果】本発明によって、型枠注入時の流動性に
優れ、粗大気泡の残留を抑制し、発泡時に均一で微細な
気泡を安定に保持する結果、補強鉄筋上に欠陥のない良
質な軽量気泡コンクリートを製造することができる。According to the present invention, the fluidity at the time of pouring into the mold is excellent, the retention of coarse bubbles is suppressed, and the uniform and fine bubbles are stably maintained at the time of foaming. Lightweight cellular concrete can be produced.
【0015】[0015]
【実施例】以下、本発明を具体的に説明するが、本発明
はこれらの実施例に限定されるものではない。尚、以下
の例における%は、重量%である。EXAMPLES The present invention will be specifically described below, but the present invention is not limited to these examples. In addition,% in the following examples is% by weight.
【0016】(1) 主原料の配合を表1のようにして、
主原料スラリーと混和剤を攪拌混合した。混合スラリー
を、鉄筋を配置した型枠 (400 mm×300 mm×高さ700 m
m) に高さ300 mmまで注入し約2倍に発泡させた。半硬
化後、脱型し、オートクレーブ養生(100気圧、 180℃)
を15時間行って軽量気泡コンクリートを製造した。(1) The composition of the main raw materials is as shown in Table 1,
The main raw material slurry and the admixture were mixed by stirring. Form the mixed slurry into a formwork (400 mm × 300 mm × height 700 m) with reinforcing bars.
m) to a height of 300 mm and foamed about twice. After semi-curing, demolding, autoclave curing (100 atm, 180 ° C)
Was carried out for 15 hours to produce lightweight cellular concrete.
【0017】[0017]
【表1】 [Table 1]
【0018】(2) 使用した混和剤を以下に示す。(2) The admixture used is shown below.
【0019】[0019]
【表2】 [Table 2]
【0020】(3) 評価項目 1. 流動性試験 (フロー試験) 水平に保ったアクリル板上にシリンダー (直径50mm×高
さ50mm) を置き、攪拌した混合スラリーをシリンダーに
注入した後、静かに引き上げ、アクリル板上に広がった
スラリーの長径と短径を測定し、その平均値をフロー値
とした。(3) Evaluation items 1. Flowability test (flow test) A cylinder (diameter 50 mm x height 50 mm) was placed on an acrylic plate kept horizontally, and the stirred mixed slurry was poured into the cylinder and then gently. The major axis and the minor axis of the slurry that was pulled up and spread on the acrylic plate were measured, and the average value was used as the flow value.
【0021】2. 気泡径分布測定 (画像解析) 製造した軽量気泡コンクリートを割裂し、断面の気泡数
(単位面積当たり) を画像解析装置により測定した。
尚、硬化体中の気泡量は20〜50%の範囲である。2. Measurement of bubble diameter distribution (image analysis) The produced lightweight cellular concrete was split and the number of bubbles in the cross section was measured.
(Per unit area) was measured by an image analyzer.
The amount of bubbles in the cured product is in the range of 20 to 50%.
【0022】3. 気泡状態観測 製造した軽量気泡コンクリートの断面の気泡の状態を目
視観察し、以下のように評価した。 ◎ 微細気泡が均一に分布し、且つ、鉄筋上の欠陥がな
い。 ○ 微細気泡が均一に分布するが、若干、鉄筋上に欠陥
が見える。 × 粗大気泡が入り、気泡径が不均一化し、鉄筋上の欠
陥が発生する。 以上の測定結果を表3に示す。3. Observation of Bubble State The state of bubbles in the cross section of the produced lightweight cellular concrete was visually observed and evaluated as follows. ◎ Fine bubbles are evenly distributed, and there are no defects on the reinforcing bar. ○ Fine bubbles are distributed uniformly, but some defects are visible on the reinforcing bar. × Coarse air bubbles enter, the air bubble diameter becomes non-uniform, and defects on the reinforcing bar occur. Table 3 shows the above measurement results.
【0023】[0023]
【表3】 [Table 3]
【0024】以上、表3より、本発明の軽量気泡コンク
リートが比較例に比べ、同一の流動性を確保しつつ、気
泡数が多いことがわかる。特に0.5mm 以下の微細気泡が
多いことから均一に微細な気泡をもつ良質な軽量気泡コ
ンクリートが得られることが判る。From the above, it can be seen from Table 3 that the lightweight cellular concrete of the present invention has a large number of cells while maintaining the same fluidity as compared with the comparative example. In particular, since there are many fine bubbles of 0.5 mm or less, it is clear that a good quality lightweight aerated concrete with uniformly fine bubbles can be obtained.
───────────────────────────────────────────────────── 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 28/18 38/00 301 Z //(C04B 28/18 22:04 24:30 D 24:38 D 24:32 A 24:26 E ) D ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location C04B 28/18 38/00 301 Z // (C04B 28/18 22:04 24:30 D 24: 38 D 24:32 A 24:26 E) D
Claims (4)
メラミンスルホン酸ホルムアルデヒド縮合物塩及び水溶
性高分子を必須成分とすることを特徴とする軽量気泡コ
ンクリート組成物。1. A siliceous and calcareous raw material, a foaming agent, water,
A lightweight cellular concrete composition comprising a melamine sulfonic acid formaldehyde condensate salt and a water-soluble polymer as essential components.
合物塩及び水溶性高分子の添加量がそれぞれ珪酸質原料
と石灰質原料との合計量に対し固形分重量%で0.01〜1.
0 %、 0.005〜0.1 %である請求項1記載の軽量気泡コ
ンクリート組成物。2. The addition amount of the melamine sulfonic acid formaldehyde condensate salt and the water-soluble polymer is 0.01 to 1.% by weight of the solid content relative to the total amount of the siliceous raw material and the calcareous raw material.
The lightweight cellular concrete composition according to claim 1, which is 0% or 0.005 to 0.1%.
ステル、ポリエチレングリコール、ポリアクリル酸、ポ
リアクリルアミドからなる群より選ばれる1種以上であ
る請求項1又は2記載の軽量気泡コンクリート組成物。3. The lightweight cellular concrete composition according to claim 1, wherein the water-soluble polymer is one or more selected from the group consisting of nonionic cellulose ester, polyethylene glycol, polyacrylic acid and polyacrylamide.
セルロースである請求項3記載の軽量気泡コンクリート
組成物。4. The lightweight cellular concrete composition according to claim 3, wherein the nonionic cellulose ester is methyl cellulose.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32703893A JPH07187743A (en) | 1993-12-24 | 1993-12-24 | Light-weight aerated concrete compositioon |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32703893A JPH07187743A (en) | 1993-12-24 | 1993-12-24 | Light-weight aerated concrete compositioon |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07187743A true JPH07187743A (en) | 1995-07-25 |
Family
ID=18194617
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32703893A Pending JPH07187743A (en) | 1993-12-24 | 1993-12-24 | Light-weight aerated concrete compositioon |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07187743A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007009732A3 (en) * | 2005-07-18 | 2007-04-19 | Constr Res & Tech Gmbh | Use of an organic additive for producing porous concrete |
JP2011079686A (en) * | 2009-10-05 | 2011-04-21 | Asahi Kasei Construction Materials Co Ltd | Lightweight foamed concrete and method for producing the same |
KR101276166B1 (en) * | 2011-03-24 | 2013-06-18 | 한국세라믹기술원 | Autoclaved light weight concrete composition including the thermosetting resin |
JP2014037350A (en) * | 2013-10-23 | 2014-02-27 | Asahi Kasei Construction Materials Co Ltd | Lightweight foam concrete and method for producing the same |
-
1993
- 1993-12-24 JP JP32703893A patent/JPH07187743A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007009732A3 (en) * | 2005-07-18 | 2007-04-19 | Constr Res & Tech Gmbh | Use of an organic additive for producing porous concrete |
JP2011079686A (en) * | 2009-10-05 | 2011-04-21 | Asahi Kasei Construction Materials Co Ltd | Lightweight foamed concrete and method for producing the same |
KR101276166B1 (en) * | 2011-03-24 | 2013-06-18 | 한국세라믹기술원 | Autoclaved light weight concrete composition including the thermosetting resin |
JP2014037350A (en) * | 2013-10-23 | 2014-02-27 | Asahi Kasei Construction Materials Co Ltd | Lightweight foam concrete and method for producing the same |
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