JPS5855357A - Concrete retarder - Google Patents
Concrete retarderInfo
- Publication number
- JPS5855357A JPS5855357A JP15344681A JP15344681A JPS5855357A JP S5855357 A JPS5855357 A JP S5855357A JP 15344681 A JP15344681 A JP 15344681A JP 15344681 A JP15344681 A JP 15344681A JP S5855357 A JPS5855357 A JP S5855357A
- Authority
- JP
- Japan
- Prior art keywords
- setting
- molecular weight
- concrete
- humic acid
- present
- 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
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明はコンクリート凝結遅延剤であって1コンクリー
トの凝結遅延効果に優れ、しかも擬似凝結性がなく、圧
縮9曲げ強度の低下のないコンクリート凝結遅延剤を提
供するにある。DETAILED DESCRIPTION OF THE INVENTION The object of the present invention is to provide a concrete setting retarder which is excellent in the effect of retarding the setting of concrete, has no pseudo-setting properties, and does not cause a decrease in compressive 9 bending strength. .
コンクリート凝結遅延剤(以下凝結遅延剤という)は、
暑中コンクリートの施工中における作業性の低下、レデ
ィミストフンクリートの運搬時間の延長、大型構造物に
おけるコールPジヨイントの発生等を防止する目的で使
用される。Concrete setting retarder (hereinafter referred to as setting retarder) is
It is used to prevent workability from decreasing during hot concrete construction, prolonging the transportation time of Ready Mist concrete, and preventing coal P joints from occurring in large structures.
従来使用されている凝結遅延剤は、添加量を増加すれば
凝結もそれに伴って遅れるが、連行空気量が過剰阿なる
ため、圧縮9曲げ強度が弱くなるおそれがあり、また擬
似凝結性(すなわち早粘性)を生じそのため作業性にも
悪影響を及ばすという欠点がある。With conventional setting retarders, if the amount added is increased, setting will be delayed accordingly, but because the amount of entrained air becomes excessive, the compressive bending strength may be weakened, and pseudo-setting (i.e. It has the disadvantage of causing rapid viscosity), which adversely affects workability.
また、かかる凝結遅延剤として、天然フミン酸が凝結遅
延効果を有することが古くから知られており、実際に凝
結遅延剤として使用されている。しかし、フミン酸を凝
結遅延剤として使用するときは、凝結遅延時間が添加量
に比例して延長せず、また有機物を添加した場合にあり
がちな擬似凝結を示すという欠点がある。Furthermore, as such a setting retarder, natural humic acid has been known for a long time to have a setting retarding effect, and is actually used as a setting retarder. However, when humic acid is used as a setting retarder, there is a drawback that the setting delay time does not increase in proportion to the amount added, and pseudo-setting occurs, which is common when organic substances are added.
本発明は特許請求の範囲に記載し念構成とすることによ
シ、フミン酸を凝結遅延剤として使用することによって
添加量に比例した凝結遅延効果を発現し、しかも擬似凝
結性のない凝結遅延剤を得ることができた。By using humic acid as a setting retarder, the present invention exhibits a setting retarding effect proportional to the amount added, and also has no pseudo-setting property. I was able to obtain the drug.
フミン酸は分子量10 の低分子のものから2×10
5もしくは3 X 105の高分子物を含有するもので
あって、かかるフミン酸の凝結遅延効果はフミン酸中の
カルボキシル基、フェノール性水酸基、アルコール性水
酸基等の活性基がセメント中の主として水酸化石灰と反
応して難溶性のフミン酸カルシウムを生成し、これがセ
メント粒子上に沈着してセメントの水和を抑制するもの
と考えられる。Humic acid has a molecular weight of 10 to 2×10
5 or 3 x 105, and the setting retarding effect of humic acid is due to the fact that active groups such as carboxyl groups, phenolic hydroxyl groups, and alcoholic hydroxyl groups in humic acid are mainly hydroxylated in cement. It is thought that it reacts with lime to produce poorly soluble calcium humate, which is deposited on cement particles and suppresses the hydration of cement.
本発明は上述アミン酸のうち分子量が10〜105のも
のを摘出し、水溶性塩としたものである。ここに水溶性
塩とはナトリウム、カリウムまたはアンモニウム等の1
種または2種以上である。In the present invention, amino acids having a molecular weight of 10 to 105 are extracted from the above-mentioned amino acids and made into water-soluble salts. Here, water-soluble salts include sodium, potassium, ammonium, etc.
species or two or more species.
上述の分子量103〜105のものは限外濾過法で簡単
に分画摘出することができる。Those having a molecular weight of 103 to 105 can be easily fractionated and extracted by ultrafiltration.
つぎに本発明を以下の各種実験例によって詳細に説明す
る。Next, the present invention will be explained in detail using the following various experimental examples.
実験例1
亜炭を硝酸々化した分子量10〜3 X 105の再生
フミン酸を水酸化す) IJウム溶液中に分散させた。Experimental Example 1 Regenerated humic acid having a molecular weight of 10 to 3 x 105 obtained by nitrating lignite was dispersed in an IJium solution.
攪拌して、可溶分を溶解させた後、不溶解分を濾過して
除去した。After stirring to dissolve soluble components, insoluble components were removed by filtration.
ついで、分画分子量10 の限外p過膜を用いて低分
子量部分を除去して本発明品Aを得たO
別途前記再生フミン酸を水酸化ナトリウム溶液中に分散
させ、可溶分を攪拌・溶解した後不溶解分を沈降分離し
た。Next, low molecular weight parts were removed using an ultrap filter membrane with a molecular weight cut off of 10 to obtain product A of the present invention.Separately, the regenerated humic acid was dispersed in a sodium hydroxide solution, and the soluble content was stirred.・After dissolution, undissolved matter was separated by sedimentation.
ついで清澄液を分画分子量105の限外p過膜を通して
高分子量部分を除去し、更に分画分子量103の限外濾
過膜で低分子量部分を除去し、本発明品Bを得た。分画
結果を第1表に示す。なお、第1表中再生7ミン酸ナト
リウムω)とあるのは分子量分画をしないものを示す(
以下同じ)。Next, the clarified liquid was passed through an ultrap filter membrane with a molecular weight cutoff of 105 to remove high molecular weight portions, and further the low molecular weight portions were removed using an ultrafiltration membrane with a molecular weight cutoff of 103 to obtain product B of the present invention. The fractionation results are shown in Table 1. In Table 1, "Regenerated sodium 7 mate ω)" indicates that the molecular weight fractionation is not performed (
same as below).
実験例2
前記実験例10Aを用い、セメントペーストテストを行
なった。Experimental Example 2 A cement paste test was conducted using Experimental Example 10A.
すなわち、住友株式会社製普通ポルトランドセメントを
JISR−5201に従ってセメントペーストとし、凝
結遅延剤の添加量はセメント重量の0.25%とする。That is, ordinary Portland cement manufactured by Sumitomo Corporation is made into a cement paste according to JISR-5201, and the amount of setting retarder added is 0.25% of the weight of the cement.
結果を第2表に示す。The results are shown in Table 2.
第2表の結果から明らかなごとく、凝結遅延効果は、分
子量5 X 10’〜103の範囲のものが特に優れて
いることが認められるが、分子量105〜5 X 10
’のものもプレーンおよび分子量105以上のものより
も凝結遅延効果は良好であり、従って実用的には分子量
10〜10 の範囲のものが利用できる。なお、再生フ
ミン酸ナトリウムの未分画のものは、凝結時間では分子
量105〜5 X 10’のものに匹敵するが、しかし
重粘性を生じ好ましくない。As is clear from the results in Table 2, it is recognized that the setting retardation effect is particularly excellent with molecular weights in the range of 5 x 10' to 103, but with molecular weights in the range of 105 to 5 x 10
'' also has a better setting retardation effect than plain and those with a molecular weight of 105 or more, and therefore those with a molecular weight in the range of 10 to 10 can be used practically. Note that unfractionated regenerated sodium humate is comparable in coagulation time to that with a molecular weight of 105 to 5 x 10', but it is unfavorable as it produces heavy viscosity.
実験例5
実験例1の再生フミン酸ナトリウム(’I’)および本
発明品A、Bをセメントモルタルに対し0.25%添加
したもの(これをそれぞれT1 * Ale B1とす
る)および0.50%添加したもの(これをそれぞれT
2.A2.B2とする)について試験を行った。その結
果を第3表および第4表に示す。Experimental Example 5 Regenerated sodium humate ('I') of Experimental Example 1 and products A and B of the present invention were added at 0.25% to cement mortar (these are respectively referred to as T1 * Ale B1) and 0.50%. % added (each of these is T
2. A2. B2) was tested. The results are shown in Tables 3 and 4.
第3表の結果から明らかなごとく、本発明品A、−A2
w Bj ’ B2はいずれも凝結の始発時間がプレ
ーンよりも大幅に遅らせ得ることが認められ、また分画
しない再生フミン酸ナトリウムのT1 m T2と異な
り、本発明品の添加量を2倍とすることによって、さら
に3時間程凝結始発時間を遅らせることができる。As is clear from the results in Table 3, the invention products A and -A2
w Bj ' It is recognized that the initial time of coagulation of B2 can be significantly delayed compared to plain, and unlike T1 m T2 of regenerated sodium humate that is not fractionated, the amount of the product of the present invention added is doubled. By doing so, the initial setting time can be further delayed by about 3 hours.
また、第4表の強度試験から本発明品の添加によって、
強度にほとんど影響がなく、特に本発明品A2およびB
2のようにそれぞれ0.5%添加した場合でも強度には
ほとんど影響がないことが認められる。Furthermore, according to the strength test in Table 4, by adding the product of the present invention,
There is almost no effect on the strength, especially for products A2 and B of the present invention.
It is recognized that even when 0.5% of each is added as in No. 2, there is almost no effect on the strength.
実験例4
実験例2と同様の本発明品A1 m A2 s B1
*B2.T4.T2について、第5表の配合割合でコン
クリートについて試験を行った。その結果を第6表およ
び第7表に示す。Experimental Example 4 Inventive product similar to Experimental Example 2 A1 m A2 s B1
*B2. T4. Regarding T2, tests were conducted on concrete using the mixing ratios shown in Table 5. The results are shown in Tables 6 and 7.
第7表 コンクリート強度試験結果(kg/crd)・
リターダ−の種類 3日後 7日後 2g
日後(註)コンクリート強度はJI8A−1108によ
るテスト。Table 7 Concrete strength test results (kg/crd)
Type of retarder After 3 days After 7 days 2g
Note: Concrete strength is tested according to JI8A-1108.
第6表から明らかなごとく、本発明品はプレーンはもと
より再生アミン酸ナトリウムT、。As is clear from Table 6, the products of the present invention include not only plain but also recycled sodium amate T.
T2に比較して明らかに凝結時間遅延効果が認められ、
また本発明品A2 e B2の凝結時間がそれぞれ添加
量の増加に応じて凝結遅延時間が大幅に増加し得ること
が認められる。A clear setting time delay effect was observed compared to T2,
It is also observed that the setting time of the products A2 and B2 of the present invention can be significantly increased as the amount added increases.
また第7表から、本発明品の添加量を増加した場合でも
、コンクリート強度にはほとんど影響がないことが認め
られる。Furthermore, from Table 7, it is recognized that even when the amount of the product of the present invention added is increased, there is almost no effect on concrete strength.
なお、前記各実験例はいずれも再生フミン酸を原料とし
、水溶性塩としてナトリウム塩を用いたものであるが、
かかる実験結果は天然フミン酸を原料としたもの及び前
記各種フミン酸のカリウム塩またはアンモニウム塩を用
いた場合、またはナトリウム塩、カリウム塩、アンモニ
ウム′塩等の2以上を混合したものであっても全く同様
である。In addition, in each of the above experimental examples, recycled humic acid was used as the raw material and sodium salt was used as the water-soluble salt.
Such experimental results were obtained even when natural humic acids were used as raw materials, when potassium salts or ammonium salts of the various humic acids mentioned above were used, or when two or more of humic acids such as sodium salts, potassium salts, ammonium salts, etc. were mixed. It's exactly the same.
以上のごとく本発明は、分子量10〜10 の天然フ
ミン酸、再生フミン酸の水溶性塩からなる物を凝結遅延
剤として添加することによって擬似凝結もほとんどなく
、また添加量の増加に応じて適宜凝結遅延時間を延長で
きる凝結遅延剤たらしめることができ、かかる凝結遅延
剤の添加によってコンクリート強度、セメントモルタル
強度に対しほとんど影響のない凝結遅延剤を提供するこ
とができる。As described above, in the present invention, by adding a water-soluble salt of natural humic acid or regenerated humic acid with a molecular weight of 10 to 10 as a setting retarder, there is almost no pseudo-setting, and according to the increase in the amount added, It is possible to provide a setting retarder that can extend the setting delay time, and by adding such a setting retarder, it is possible to provide a setting retarder that has almost no effect on concrete strength and cement mortar strength.
特許出願人
日本重化学工業株式会社
代理人
市 川 理 吉
手続補正書(自発)
昭和57年 9月30日
特許庁長官 若 杉 和 夫 殿
(特許庁審査官 殿)1、事件
の表示
昭和56年 特 許 願第1531+46 号2・発
明の名称
コンクリート凝結遅延剤
5、補正命令の日付=
一昭=和−−−−年一一月−−−−−一一日一=以
上Patent Applicant Japan Heavy and Chemical Industry Co., Ltd. Agent Rikichi Kawa Procedural Amendment (Spontaneous) September 30, 1980 Kazuo Wakasugi, Commissioner of the Patent Office (Examiner of the Patent Office) 1. Indication of the case 1988 Patent Application No. 1531 + 46 No. 2 / Name of the invention Concrete setting retarder 5 Date of amendment order = Kazusho = Japan - November 2010 - 1 day 1 = Hereafter
Up
Claims (1)
水溶性塩からなるコンクリート凝結遅延剤。A concrete setting retarder consisting of a water-soluble salt such as natural humin or recycled humic acid with a molecular weight of 103 to 105.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15344681A JPS5855357A (en) | 1981-09-28 | 1981-09-28 | Concrete retarder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15344681A JPS5855357A (en) | 1981-09-28 | 1981-09-28 | Concrete retarder |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5855357A true JPS5855357A (en) | 1983-04-01 |
JPS618028B2 JPS618028B2 (en) | 1986-03-11 |
Family
ID=15562721
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15344681A Granted JPS5855357A (en) | 1981-09-28 | 1981-09-28 | Concrete retarder |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5855357A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05170499A (en) * | 1991-12-20 | 1993-07-09 | Matsushita Electric Works Ltd | Cement molding |
-
1981
- 1981-09-28 JP JP15344681A patent/JPS5855357A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05170499A (en) * | 1991-12-20 | 1993-07-09 | Matsushita Electric Works Ltd | Cement molding |
Also Published As
Publication number | Publication date |
---|---|
JPS618028B2 (en) | 1986-03-11 |
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