JPS6110047A - Cement dispersant - Google Patents
Cement dispersantInfo
- Publication number
- JPS6110047A JPS6110047A JP12893584A JP12893584A JPS6110047A JP S6110047 A JPS6110047 A JP S6110047A JP 12893584 A JP12893584 A JP 12893584A JP 12893584 A JP12893584 A JP 12893584A JP S6110047 A JPS6110047 A JP S6110047A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- concrete
- component
- cement dispersant
- 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.)
- Pending
Links
- 239000004568 cement Substances 0.000 title claims description 34
- 239000002270 dispersing agent Substances 0.000 title claims description 19
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 claims description 14
- 229920000877 Melamine resin Polymers 0.000 claims description 6
- 150000001875 compounds Chemical class 0.000 claims description 6
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 claims description 6
- 125000006353 oxyethylene group Chemical group 0.000 claims description 4
- 125000000542 sulfonic acid group Chemical group 0.000 claims description 4
- 229920003169 water-soluble polymer Polymers 0.000 claims description 3
- 239000004952 Polyamide Substances 0.000 claims 1
- 229940125782 compound 2 Drugs 0.000 claims 1
- 229920002647 polyamide Polymers 0.000 claims 1
- 239000000203 mixture Substances 0.000 description 16
- 238000000034 method Methods 0.000 description 14
- 239000003795 chemical substances by application Substances 0.000 description 7
- 230000007423 decrease Effects 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005086 pumping Methods 0.000 description 5
- -1 polyoxyethylene, Ethylene Polymers 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 3
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 description 3
- DNIAPMSPPWPWGF-UHFFFAOYSA-N Propylene glycol Chemical compound CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 description 3
- 239000002253 acid Substances 0.000 description 3
- 230000002776 aggregation Effects 0.000 description 3
- 238000005056 compaction Methods 0.000 description 3
- 239000011396 hydraulic cement Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 description 2
- FBPFZTCFMRRESA-FSIIMWSLSA-N D-Glucitol Natural products OC[C@H](O)[C@H](O)[C@@H](O)[C@H](O)CO FBPFZTCFMRRESA-FSIIMWSLSA-N 0.000 description 2
- FBPFZTCFMRRESA-JGWLITMVSA-N D-glucitol Chemical compound OC[C@H](O)[C@@H](O)[C@H](O)[C@H](O)CO FBPFZTCFMRRESA-JGWLITMVSA-N 0.000 description 2
- IAYPIBMASNFSPL-UHFFFAOYSA-N Ethylene oxide Chemical class C1CO1 IAYPIBMASNFSPL-UHFFFAOYSA-N 0.000 description 2
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 2
- 229920002873 Polyethylenimine Polymers 0.000 description 2
- 238000004220 aggregation Methods 0.000 description 2
- 150000001298 alcohols Chemical class 0.000 description 2
- 150000001412 amines Chemical class 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 229910052739 hydrogen Inorganic materials 0.000 description 2
- 239000001257 hydrogen Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000600 sorbitol Substances 0.000 description 2
- VILCJCGEZXAXTO-UHFFFAOYSA-N 2,2,2-tetramine Chemical compound NCCNCCNCCN VILCJCGEZXAXTO-UHFFFAOYSA-N 0.000 description 1
- 241000972773 Aulopiformes Species 0.000 description 1
- 235000003913 Coccoloba uvifera Nutrition 0.000 description 1
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- 229920001732 Lignosulfonate Polymers 0.000 description 1
- 229920003171 Poly (ethylene oxide) Polymers 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 240000008976 Pterocarpus marsupium Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- CZMRCDWAGMRECN-UGDNZRGBSA-N Sucrose Chemical compound O[C@H]1[C@H](O)[C@@H](CO)O[C@@]1(CO)O[C@@H]1[C@H](O)[C@@H](O)[C@H](O)[C@@H](CO)O1 CZMRCDWAGMRECN-UGDNZRGBSA-N 0.000 description 1
- 229930006000 Sucrose Natural products 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- 238000005054 agglomeration Methods 0.000 description 1
- 239000008346 aqueous phase Substances 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 150000004985 diamines Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- NVVZQXQBYZPMLJ-UHFFFAOYSA-N formaldehyde;naphthalene-1-sulfonic acid Chemical compound O=C.C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 NVVZQXQBYZPMLJ-UHFFFAOYSA-N 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 235000011187 glycerol Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 235000019515 salmon Nutrition 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000005720 sucrose Substances 0.000 description 1
- 150000005846 sugar alcohols Polymers 0.000 description 1
- 150000003457 sulfones Chemical class 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 230000002747 voluntary effect Effects 0.000 description 1
Landscapes
- Emulsifying, Dispersing, Foam-Producing Or Wetting Agents (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】
〔産業上の利用分野〕
本発明はセメントまたはセメント配合物の分散剤に関す
るものであシ、さらに詳しくは水煙性セメント配合物で
ある;ンクリート2モルタルま九はペーストの流動性を
高めると共に経時による流動性の低下を防止し、その施
工性1作業性を改善することを可能ならしめるセメント
分散剤に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a dispersant for cement or cement mixtures, and more particularly to a dispersant for cement mixtures; The present invention relates to a cement dispersant that enhances fluidity, prevents a decrease in fluidity over time, and improves workability.
従来、セメント、水及び必要に応じて砂、砂利1分散剤
とを混合して成るセメント配合物は、混線後、時間の経
過とともにセメント粒子の物理的、化学的凝集が進行し
、流動性を次第に失ない、施工性・作業性が経時的に低
下する。このためセメント配合物は施工可能時間(可使
時間)が限定されるという欠点を有する。又セメント配
合物は混線後、アジテータ−車(生コンクリートミキサ
車)によル打設現場まで運搬される場合が多く、輸送路
IIIAあるいは交通渋滞などによシ運搬に要する時間
は大きく変動する。Conventionally, cement compositions made by mixing cement, water, and optionally sand and gravel (1) dispersants have been found to undergo physical and chemical aggregation of cement particles over time after cross-contact, resulting in poor fluidity. Workability and workability deteriorate over time. For this reason, cement compositions have the disadvantage that their workable time (pot life) is limited. In addition, the cement mixture is often transported to the pouring site by an agitator vehicle (ready concrete mixer vehicle) after cross-tracking, and the time required for transportation varies greatly due to transportation route IIIA or traffic congestion.
このため打設現場では、アジテータ−車ごとに流動性が
異なル、一定の施工性を得ることは極めて困難である。For this reason, at the pouring site, it is extremely difficult to obtain consistent workability since each agitator car has different fluidity.
又セメント配合物のボンノ圧送に際し、昼休みあるいは
段どシがえなどKよシボンプ圧送を一時中断し、その後
圧送金再開しようとする場合、配管中のセメント配合物
の流動性が低下し。Furthermore, when pumping a cement mixture, if the pumping is temporarily interrupted during a lunch break or when changing stages, and then the pumping is attempted to be resumed, the fluidity of the cement mixture in the piping will decrease.
圧送再開時の圧送圧が急激に上昇したシあるいは閉塞す
るなどの問題も多い。There are many problems such as sudden increase in pumping pressure or blockage when pumping is resumed.
又、遠心力締固めコンクリート又はモルタルでは、混*
*、遠心成形型枠にコンクリートを充填し、数本の型枠
に充填が終了した時点で遠心締固めを開始する場合が多
い。この場合、型枠充積に時間がかかると、コンクリー
トの流動性が低下し遠心締固めが困難となる。In addition, in centrifugally compacted concrete or mortar, mixed*
*In many cases, centrifugal forming forms are filled with concrete, and centrifugal compaction is started once several forms have been filled. In this case, if it takes time to fill the formwork, the fluidity of the concrete decreases and centrifugal compaction becomes difficult.
このため、セメント配合物の流動性低下防止に関し、い
くつかの方法が考案されている。For this reason, several methods have been devised to prevent the decline in fluidity of cement mixtures.
例えは、化学的凝集を防止する目的で、オキシカルボ/
rR等の硬化遅延剤を添加する方法がある。この方法で
はセメントの水相反応rf′i遅延できても、物理的凝
集を防止することは困難であり、従ってスランプロスを
防止するまでtlc鉱至っていない。又コンクリート、
モルタルの早期強度が低下する等の欠点が生じる。For example, to prevent chemical aggregation, oxycarbo/
There is a method of adding a curing retarder such as rR. Although this method can delay the aqueous phase reaction rf'i of cement, it is difficult to prevent physical agglomeration, and therefore it has not been possible to prevent slump loss. Also concrete,
There are disadvantages such as a decrease in the early strength of the mortar.
又、β−N8F4)メラきンスルホン駿ホルマリン縮合
物等のコンクリート流動化剤を粒状にして、コンクリー
ト等に添加し、この粒状流動化剤を徐々にf#廃させる
ことによシスランプロスを防止する方法がある(特開昭
54−159929号公報)。この方法では、スランプ
ロスをある程度防止することができるが、粒状の流動化
剤が硬化後のコンクリート中に局在的に残存することK
よる強度、耐久性の低下などの欠点が生じる。Also, a method of preventing cisuran loss by granulating a concrete fluidizing agent such as β-N8F4) Melakin sulfone formalin condensate, adding it to concrete, etc., and gradually disposing of this granular fluidizing agent. (Japanese Unexamined Patent Publication No. 159929/1983). This method can prevent slump loss to a certain extent, but the granular fluidizing agent may remain locally in the concrete after hardening.
This results in drawbacks such as a decrease in strength and durability.
又、β−N8Fやメラミンスルホン酸ホルマリン縮合物
等の流動化剤を分割してコンクリート等に添加すること
によル、コンクリートの流動性を長時間保持する方法が
ある(特公昭53−5692号公報)。この方法はスラ
ンプロス防止方法として有効なものであるが、流動化剤
の添加に手間がかかり、又ボング圧送配管中のコンクリ
ートや遠心締固め用型枠中のコンクリートなど、流動化
剤の分割添加が困難な状況下にあるコンクリートのスラ
ンプロスは防止できない。In addition, there is a method of maintaining the fluidity of concrete for a long time by adding a fluidizing agent such as β-N8F or melamine sulfonic acid formalin condensate to concrete etc. (Japanese Patent Publication No. 53-5692). Public bulletin). Although this method is effective as a method for preventing slump loss, it is time-consuming to add the fluidizing agent, and the fluidizing agent is added in portions to concrete in bong pressure-feed piping and concrete in centrifugal compaction forms. Slump loss of concrete under difficult conditions cannot be prevented.
これら従来からのセメント配合物の流動性低下防止法に
は少なからず8題があシ、満足ナベきものとは言えなか
った。These conventional methods for preventing the decline in fluidity of cement mixtures have had at least eight problems, and have not been completely satisfactory.
本発明者らは上記した従来方法の欠点を改善すべく鋭意
研究の結果、本発明に到達した。The present inventors have arrived at the present invention as a result of intensive research to improve the drawbacks of the conventional methods described above.
即ち、本発明は次に示す(al成分と(b)成分を必須
成分として含有し、(al成分/(b)成分N量比が9
0/10〜99.9 / 0,1であることを特徴とす
るセメント分散剤を提供するものである。That is, the present invention contains the following (al component and (b) component as essential components, and the (al component/(b) component N amount ratio is 9).
The present invention provides a cement dispersant characterized by a ratio of 0/10 to 99.9/0.1.
(IL) スルホン酸残基を有するメラミンのホルマ
リン縮金物。(IL) A formalin condensate of melamine having a sulfonic acid residue.
(b) オキシエチレン基1500個以上有し、且つ
平均分子量80000以上の水1性高分子化合物。(b) A monohydric polymer having 1,500 or more oxyethylene groups and an average molecular weight of 80,000 or more.
本発明の(+L)成分は、セメント分散剤として公知の
ものである。本発明で用いられるスルホン酸残基を有す
るメラミンのホルマリン縮合物ハスルホン酸残基を有す
るメラミンのホルマリン単独縮合物が好適であるが、こ
の他尿素、フェノール、スルホン化フェノール、スルホ
ン化尿素等との共縮合物も含まれる。又、これらのカル
ボキシル化変成物も使用されうる。The (+L) component of the present invention is known as a cement dispersant. Formalin condensates of melamine having sulfonic acid residues used in the present invention Formalin condensates of melamine having sulfonic acid residues are preferred; Cocondensates are also included. Carboxylated modifications of these may also be used.
本発明の(b)成分としては、ポリオキシエチレンや、
活性水素を有する化合物のエチレンオキシド付加物がよ
い。この場合、活性水素を有する化合物としては、アル
コールやアミンなどがある。アルコールとしては、メタ
ノール、エク/−ル等(7)1価アルコールやエチレン
クリコール、プロピレングリコール、グリセリン、ソル
ビトール、ソルビット、ショ糖等の多価アルコールが用
いられる。アミンとしては各種のモノアミンの他にエチ
レンジアミン、トリエチレンテトラミン、ポリエチレン
イミン等のボリア建ンが用いられる。ポリオキシエチレ
ンとしては。Component (b) of the present invention includes polyoxyethylene,
Ethylene oxide adducts of compounds having active hydrogen are preferred. In this case, examples of compounds having active hydrogen include alcohols and amines. As the alcohol, (7) monohydric alcohols such as methanol and eq/l, and polyhydric alcohols such as ethylene glycol, propylene glycol, glycerin, sorbitol, sorbitol, and sucrose are used. As the amine, in addition to various monoamines, polyethylene diamine, triethylenetetramine, polyethyleneimine, etc. are used. As polyoxyethylene.
PKO−1、P’EO−3、Pico−8、PIEO−
15(イずれも、製鉄化学(株)製)などが良好である
。PKO-1, P'EO-3, Pico-8, PIEO-
No. 15 (both manufactured by Seitetsu Kagaku Co., Ltd.) and the like are good.
こtらの化合物はオキシエチレン基を1500個以上、
好ましくF−J、5000個以上有し、平均分子量80
000以上好ましくは150000以上である。These compounds have more than 1500 oxyethylene groups,
Preferably F-J, having 5000 or more, average molecular weight 80
000 or more, preferably 150,000 or more.
(sJ酸成分(b)成分のNfk比は90710〜99
,910.1、好ましくは9515〜99,8 / 0
,2である。この比が90/10よシフトさい場合は、
分散性が著しく低くなるため、添加量が多くなシ、非経
済的であシ、また空気連行や凝結遅延等の悪い影響を与
える。又、この比が99.970.1より大きい場合は
、スランプ保持性が低くなる。(The Nfk ratio of the sJ acid component (b) component is 90710-99
,910.1, preferably 9515-99,8/0
, 2. If this ratio shifts to 90/10,
Since the dispersibility becomes extremely low, it requires a large amount to be added, is uneconomical, and has negative effects such as air entrainment and delayed setting. Moreover, when this ratio is larger than 99.970.1, slump retention becomes low.
本発明のセメント分散剤の添加tは、水硬性セメント組
成物のセメントに対して、固形分重量%として0.10
〜2.5が良い。0.10%以下であれば、セメント粒
子に対して十分な分散効果とスランプロス防止効果が得
られない。又2.5%以上になると経済的に不利であっ
たシセメント粒子の分散が過度となってプリージングや
ペースト分離を引き起こしたりする。The addition t of the cement dispersant of the present invention is 0.10% by weight of solid content with respect to the cement of the hydraulic cement composition.
~2.5 is good. If it is less than 0.10%, sufficient dispersion effect and slump loss prevention effect on cement particles cannot be obtained. Moreover, if it exceeds 2.5%, dispersion of the cicement particles, which is economically disadvantageous, becomes excessive, causing pleating and paste separation.
本発明によるセメント分散剤配合物の水硬性セメント組
成物への添加形態は水溶液状において実施されることが
最も望ましいか、(a)成分と(b)成分を別個に加え
てもスランプロス防止効果は得られる。又、その添加時
期は、配合物を練シ混ぜ水に溶解する、練ル混ぜ水と同
時に添加する、練シ上がった水硬性セメント組成物に添
加する、粉末にてセメント組成物に添加する等が可能で
ある。更に本発明の分散剤を各段階で分割して添加する
ことも可能である。Is it most desirable to add the cement dispersant formulation according to the present invention to the hydraulic cement composition in the form of an aqueous solution, or is it effective to prevent slump loss even if components (a) and (b) are added separately? can be obtained. Also, the timing of its addition may include dissolving the compound in the mixing water, adding it at the same time as the mixing water, adding it to the mixed hydraulic cement composition, or adding it to the cement composition as a powder. is possible. Furthermore, it is also possible to add the dispersant of the present invention in portions at each stage.
又、本発明のセメント分散剤の他に、他のセメント分散
剤や、他の水溶性高分子化合物等が使用される。他のセ
メント分散剤としてはリグニンスルホン酸、ナフタレン
スルホン酸ホルマリン縮金物、ポリカルボン酸及びこれ
らの塩等が有る。々おリグニンスルホン酸塩としては、
Ch6mical Admixtures for 0
onorete (M、R+RIXOM、 E &
F、N、5pan Ltd )の5ページ〜9ページに
記載されているような分析値、分子量分布に近い性状の
Pure l工gnosulphonat* が良い
。In addition to the cement dispersant of the present invention, other cement dispersants, other water-soluble polymer compounds, etc. may be used. Other cement dispersants include ligninsulfonic acid, naphthalenesulfonic acid formalin condensate, polycarboxylic acids, and salts thereof. As a lignin sulfonate,
Ch6mical Admixtures for 0
onorete (M, R+RIXOM, E &
Pure gnosulfonat*, which has analytical values and properties similar to the molecular weight distribution as described on pages 5 to 9 of F, N, 5pan Ltd., is good.
以下に本発明の実施例を挙げ、本発明を説明するが、本
発明は、これら実施例にIll!足されるものではない
。The present invention will be described below with reference to Examples. However, the present invention is not limited to these Examples. It's not something that can be added.
実施例1〜9、比較例1〜2
1)コンクリートの配合及び使用材料
第1表
□□□□」
セメント(C)二普通ポルトランドセメント(小野田セ
メント)
細骨剤(S):紀の用産砂(比重2.58 、 FM2
.91 )粗骨剤(0):宝塚産砕石(比i 2,61
、 FM6.98 )水 (司:
養マイティAE−03「花王石鹸C株)袈」を適当量添
加
2)試験条件
第2表に示す各種セメント分散剤を用いてコンクリート
への練り混ぜ試験を行なった。尚、セメント分散剤の添
加及びコンクリートの*b混ぜ方法は次の方法1又は2
の何れかで行なった。Examples 1 to 9, Comparative Examples 1 to 2 1) Concrete mix and materials used Table 1 □□□□ Cement (C) Ordinary Portland cement (Onoda Cement) Fine aggregate (S): Kino Yosan Sand (specific gravity 2.58, FM2
.. 91) Coarse aggregate (0): Crushed stone from Takarazuka (ratio i 2,61
, FM6.98) Water (Tsukasa: Yomighty AE-03 "Kao Soap C Co., Ltd.)" was added in an appropriate amount 2) Test conditions A mixing test was conducted into concrete using various cement dispersants shown in Table 2. Ta. In addition, the method for adding cement dispersant and mixing concrete *b is the following method 1 or 2.
It was done in one of the following ways.
方法1:セメント分散剤を予め、lIlル混ぜ水に溶解
し、25Cにて可傾式ミキサーに
おいて、40Jj@シ混ぜ、第1表のコンクリートを得
、更にその回転数を2
rpm I/Cて、所定時間*b続け、スランプと空気
量の経時変化を測定した。ス
ランプ、空気量、圧縮強度の測定及び
強度供試体の採取等は全てJIBに準
拠して行った。Method 1: Dissolve the cement dispersant in lIl mixed water in advance, mix it in a tilting mixer at 25C to obtain the concrete shown in Table 1, and further increase the rotation speed to 2 rpm I/C. , continued for a predetermined time*b, and measured changes in slump and air amount over time. Measurements of slump, air content, compressive strength, and collection of strength specimens were all carried out in accordance with JIB.
方法2:セメント分散剤を練シ水と同時に添加する事以
外は、方法1と同様に行った。Method 2: The same procedure as Method 1 was carried out except that the cement dispersant was added at the same time as the mixing water.
第2表
(注)★1a−Gメラミンスルホン酸ホルマリン縮金物
のNa塩
鮭b−IPEO−1(MW15万〜 40万*)b−2
PE0−3 (MW60万〜110万条)b−3PE
O−8(MW170万〜220万*)b−4PKI(ポ
リエチレンイミン、MY600)のエチレンオキサイ
ド(2580モル)付加物
★カタログ(製鉄化学工業)の値
す対セメントwt’A (固形分)
5)試験結果
試験結果を第5表及び第4表に示す。Table 2 (Note) ★1a-G Melamine sulfonic acid formalin condensed metal Na-salted salmon b-IPEO-1 (MW 150,000 to 400,000*) b-2
PE0-3 (MW 600,000 to 1,100,000 articles) b-3PE
Ethylene oxide (2580 mol) adduct of O-8 (MW 1.7 million to 2.2 million*) b-4PKI (polyethyleneimine, MY600) ★Catalog (Steel Chemical Industry) value vs. cement wt'A (solid content) 5) Test Results The test results are shown in Tables 5 and 4.
第3表
(注)餐1 スランプ残存率=(−足時間後のスランプ
)/(初期スランプ) X 100(%)
第4表
(注)簑1 標準養生(ky / cIIF2)第3表
及び第4表の結果から本発明品がスランプ残存率の点で
極めて優れた効果を与えているη)が明白である。Table 3 (Note) Supper 1 Slump residual rate = (Slump after - hours) / (Initial slump) x 100 (%) Table 4 (Note) Table 1 Standard curing (ky/cIIF2) Table 3 and From the results in Table 4, it is clear that the product of the present invention has an extremely excellent effect in terms of slump survival rate (η).
出願人代理人 古 谷 馨
L続嗜1) 、i−L −7−吋 (自発)昭和59年
12月28[JApplicant's agent: Kaoru Furuya L 1), i-L -7-2 (Voluntary) December 28, 1980 [J
Claims (1)
含有し、(a)成分/(b)成分の重量比が90/10
〜99.9/0.1であることを特徴とするセメント分
散剤。 (a)スルホン酸残基を有するメラミンのホルマリン縮
合物 (b)オキシエチレン基1500個以上有し、且つ平均
分子量80000以上の水溶性高 分子化合物 2 (b)成分の水溶性高分子化合物がポリオキシエチ
レンである特許請求の範囲第1項記載のセメント分散剤
。[Scope of Claims] 1 Contains the following components (a) and (b) as essential components, and the weight ratio of component (a)/component (b) is 90/10.
A cement dispersant characterized in that the ratio is 99.9/0.1. (a) Formalin condensate of melamine having sulfonic acid residues (b) Water-soluble polymer compound 2 having 1,500 or more oxyethylene groups and having an average molecular weight of 80,000 or more (b) Component water-soluble polymer compound is polyamide The cement dispersant according to claim 1, which is oxyethylene.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12893584A JPS6110047A (en) | 1984-06-22 | 1984-06-22 | Cement dispersant |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12893584A JPS6110047A (en) | 1984-06-22 | 1984-06-22 | Cement dispersant |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6110047A true JPS6110047A (en) | 1986-01-17 |
Family
ID=14997038
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12893584A Pending JPS6110047A (en) | 1984-06-22 | 1984-06-22 | Cement dispersant |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6110047A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8503109B2 (en) | 2009-04-06 | 2013-08-06 | Panasonic Corporation | Optical system and imaging device |
-
1984
- 1984-06-22 JP JP12893584A patent/JPS6110047A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8503109B2 (en) | 2009-04-06 | 2013-08-06 | Panasonic Corporation | Optical system and imaging device |
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