JPH0580423B2 - - Google Patents
Info
- Publication number
- JPH0580423B2 JPH0580423B2 JP60077432A JP7743285A JPH0580423B2 JP H0580423 B2 JPH0580423 B2 JP H0580423B2 JP 60077432 A JP60077432 A JP 60077432A JP 7743285 A JP7743285 A JP 7743285A JP H0580423 B2 JPH0580423 B2 JP H0580423B2
- Authority
- JP
- Japan
- Prior art keywords
- hydraulic
- amount
- added
- powder
- carbon fibers
- 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.)
- Expired - Lifetime
Links
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 23
- 239000004917 carbon fiber Substances 0.000 claims description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 17
- 239000000843 powder Substances 0.000 claims description 17
- 239000000203 mixture Substances 0.000 claims description 16
- 239000003638 chemical reducing agent Substances 0.000 claims description 10
- 229920000609 methyl cellulose Polymers 0.000 claims description 10
- 239000001923 methylcellulose Substances 0.000 claims description 9
- 150000001875 compounds Chemical class 0.000 claims description 7
- 239000011734 sodium Substances 0.000 claims description 4
- 229910052708 sodium Inorganic materials 0.000 claims description 4
- -1 sodium alkylsulfonate Chemical class 0.000 claims description 4
- 239000002253 acid Substances 0.000 claims description 3
- YDEXUEFDPVHGHE-GGMCWBHBSA-L disodium;(2r)-3-(2-hydroxy-3-methoxyphenyl)-2-[2-methoxy-4-(3-sulfonatopropyl)phenoxy]propane-1-sulfonate Chemical compound [Na+].[Na+].COC1=CC=CC(C[C@H](CS([O-])(=O)=O)OC=2C(=CC(CCCS([O-])(=O)=O)=CC=2)OC)=C1O YDEXUEFDPVHGHE-GGMCWBHBSA-L 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical class C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 10
- 235000010981 methylcellulose Nutrition 0.000 description 9
- 239000004570 mortar (masonry) Substances 0.000 description 9
- 238000005452 bending Methods 0.000 description 8
- 238000002156 mixing Methods 0.000 description 7
- 230000000052 comparative effect Effects 0.000 description 6
- 238000005336 cracking Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 239000006185 dispersion Substances 0.000 description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 description 4
- 239000011707 mineral Substances 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 238000007792 addition Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 229940037003 alum Drugs 0.000 description 2
- 229910052925 anhydrite Inorganic materials 0.000 description 2
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 2
- 239000011247 coating layer Substances 0.000 description 2
- 238000013329 compounding Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000011056 performance test Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 235000010469 Glycine max Nutrition 0.000 description 1
- 244000068988 Glycine max Species 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical class CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000007580 dry-mixing Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- BDHFUVZGWQCTTF-UHFFFAOYSA-M sulfonate Chemical compound [O-]S(=O)=O BDHFUVZGWQCTTF-UHFFFAOYSA-M 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
「発明の目的」
本発明は水硬性配合組成物に係り、形成された
塗層などにおける曲げ強度に優れていて亀裂発生
を有効に防止し、又作業性に優れた施工をなすこ
とのできる水硬性配合組成物を比較的コストに提
供しようとするものである。
産業上の利用分野
各種成形体や上塗り材或いは吹付け材などに用
いられる水硬性配合組成物。
従来の技術
セメント類や石膏系などの水硬性物質の粉体を
用いて混練物を調整することについては従来から
広く実施されている。又このような混練物による
成形体の曲げ強度を補強し、特に亀裂発生を回避
するために各種繊維材を配合することについても
それなりの検討が重ねられ、近時においてはピツ
チ系炭素繊維なども開発され、このものを配合す
ることについても研究され、特開昭56−73663や
特開昭58−69756、特開昭59−33105においてはこ
のような技術が発表されている。
発明が解決しようとする問題点
ところが上記したような炭素繊維などを上記水
硬性混練物中に添加混合し均一に混合することが
難しく、即ち炭素繊維が偏在して所期するような
分散混合を得難く、しかもこの炭素繊維は高価で
あることからなるべく少い添加量とすることが必
要で、添加量の少い場合においても上記のような
偏在があると所期するような亀裂防止などの効果
を得難い。例えばこのようにして混練物に調整さ
れたモルタルを上塗り層に用いたような場合にお
いて微細繊維の添加混入であるに拘わらず、乾燥
収縮による亀裂発生を有効に防止できず、又施工
性などにおいても問題点が残り、即ち、こて塗り
時における伸び、施工面からのだれ、付着性など
と共に曲げ強度においてそれぞれに問題点を残す
ことが確認されている。
「発明の構成」
問題点を解決するための手段
水硬性物質粉末に該粉末の0.05〜2wt%である
炭素繊維と、メチルセルローズ及びアルキルスル
フオン酸ナトリウム、ポリカルボン酸、リグニン
スルホン酸ナトリウムなどの1種または2種以上
である減水剤を混合し、水を添加混練するように
したことを特徴とする水硬性配合組成物。
作 用
メチルセルローズとアルキルスルフオン酸ナト
リウムなどの減水剤は得られた混練物の曲げ強度
向上に効果がある。
又これらのメチルセルローズと減水剤を配合す
ることによつて比較的僅少な炭素繊維の混練物中
における分散性を改善し、均一状態に該炭素繊維
を分散せしめる。従つて該混練物によつて得られ
る製品や被覆層などの曲げ強度、付着強度あるい
は吸水性のような特性を改善向上し、又乾燥完了
後における亀裂発生を大幅に縮減する。
水硬性物質粉末に対し炭素繊維の添加量を0.05
〜2wt%とすることにより高価な炭素繊維の使用
量を減少し、低コストに上述したような特性をも
つた水硬性配合組成物を提供する。
実施例
上記したような本発明について更に説明する
と、本発明者等は上記したようなピツチ系炭素繊
維を前記した水硬性混練物の代表例であるモルタ
ルやペーストに添加混合することについて仔細な
研究を重ねた結果、上記したように必ずしも好ま
しい亀裂発生防止その他の特性が有効に得られな
い主たる原因は該繊維が特に2%以下のような僅
少な配合の場合に混練物中で均等に分散し難いこ
とによるものであることを確認した。そこでこの
ような炭素繊維などの好ましい均等な分散状態を
一般的な調整されるモルタル中などにおいて安定
に形成させることについて更に検討を重ねた結
果、メチルセルローズおよび減水剤と共に添加混
合することが好ましいことを知見した。
水硬性物質粉末としては珪酸石灰又は半水石膏
などが用いられることは上記の通りで、モルタル
とする場合には砂、パーライト、軽石砂、シラス
バルーンなどを採用することができる。このもの
に混合される炭素繊維の量としては前記水硬性粉
体に対し重量比で0.05〜2%であり、0.05%未満
では少量すぎて折角添加された炭素繊維の絡み合
いが殆んど得られないことから添加効果を求め得
ない。一方水硬性粉体に対して2%越えて添加す
ると混練物がぽそぽそした状態となつて施工の安
定性に欠けることとなる。なおこの炭素繊維とし
ては太さが5〜30×10-3mmで長さが3〜10mm程度
のものが好ましい。
メチルセルローズの添加量については水硬性粉
体に対して0.05〜0.17wt%が適切であり、このよ
うなメチルセルローズと共に減水剤としてアルキ
ルナフタレンスルフオン酸ナトリウム、ポリカル
ボン酸、リグニンスルホン酸ナトリウムなどを採
用し、その量は水硬性粉体に対して固体換算で
0.1〜2.0%であり、このようにメチルセルローズ
と減水剤を共に添加することによつて混練物中に
おける2%以下の比較的少い炭素繊維の分散を均
一化し、しかも0.05%以上の炭素繊維による適切
な絡み合い状態を形成することができる。従つて
上塗りなどに用いた場合の亀裂発生を有効に防止
し、吹付け時のリバウンドを減少し、こて仕上げ
を良好とすることができ、分離性、付着性、粘着
性などの適切な混練物を得しめる。
本発明によるものは上記のような混練物に対し
更に仮焼みようばんや無水石膏粉末とホルマイト
系鉱物の液中での解砕処理物を添加することによ
り上記したような特性を一層向上し、又更に優れ
た有利性を得しめることができる。これらの添加
量については仮焼明ばんは水硬性粉体に対し1〜
4wt%程度であり、又ホルマイト系鉱物は水硬性
粉体の0.2〜1.2wt%程度であつて、このようなホ
ルマイト系鉱物の解砕物に関する仔細については
特開昭56−1118751号公報などに述べられており、
径が0.5μm程度、長さが15〜20μm程度のものが
好ましい。即ち仮焼明ばん、無水石膏は前記混練
物の硬化促進を図ると共に硬化後の収縮を緩和し
て亀裂発生の回避や強度特性の発現に寄与し、或
いは微細繊維の均等分散を向上する。
更に本発明によるものはアクリル、エチレン、
酢酸ビニル誘導体、ラテツクスエマルジヨンなど
の1種又は2種以上を固形分換算で水硬性粉体重
量の5〜20%添加混合することができ、このよう
なエマルジヨンの添加混合によつて防水性(吸水
量)、付着性などの向上したモルタルを得ること
ができる。
具体的な混練調整に関しては全材料と水を単に
添加混合してよいことは明らかであるが、乾式混
合方式により水を添加しない条件下において予め
充分に混合してから水を加えて混練することは品
質管理上頗る有効である。即ちこのようにドライ
ブレンドされたものはそのまま袋その他の容器に
収容して商品化することが可能で、使用に際して
単に加水混合するだけでよい。何れの場合におい
ても炭素繊維表面に対して水硬性粉末をまぶして
から他の材料(セメント、細骨材、減水剤や増粘
剤など)を混合することが好ましく、2.5mm以下
のような川砂その他の骨材も同様に乾式条件で混
合する。更に前記混練物を調整するに必要なセメ
ントなどの水硬性粉末の量の一部を炭素繊維と混
合して充分に付着させたものを準備し、このもの
を現場で調整されたセメント分の若干少いモルタ
ルなどに添加し目的のモルタルとすることができ
る。
その用法としては上塗り層の形成や吹付け、或
いは成形体の形成などの何れでもよい。
本発明によるものの具体的な調整例およびその
使用と比較例について説明すると以下の如くであ
る。
本発明者等が具体的に採用したペーストについ
ての比較例および本発明の配合例とそれらの性能
試験結果は次の第1表に示す如くである。
なお引張試験はJISA1113に従つて測定し、拘
束ひび割れ試験は径13mmの鉄筋両端部に夫々径26
mmの鍔を取付けたものをペーストまたはモルタル
による試験体中に埋装したものを20℃RH60%中
に放置し、目視によりひび割れ巾と本数を測定し
た。
``Object of the Invention'' The present invention relates to a hydraulic compound composition, which has excellent bending strength in the formed coating layer, etc., effectively prevents cracking, and which can be applied with excellent workability. The aim is to provide a hard compounding composition at a relatively low cost. Industrial fields of use Hydraulic compound compositions used in various molded objects, top coating materials, spray materials, etc. BACKGROUND ART Conventionally, preparation of a kneaded material using powder of a hydraulic substance such as cement or gypsum has been widely practiced. Further, in order to strengthen the bending strength of the molded product made from such a kneaded product, and in particular to avoid the occurrence of cracks, various studies have been conducted on blending various fiber materials, and in recent years, pitch-based carbon fibers have also been developed. The compounding of this product was also studied, and such technology was announced in JP-A-56-73663, JP-A-58-69756, and JP-A-59-33105. Problems to be Solved by the Invention However, it is difficult to add and mix the above-mentioned carbon fibers and the like into the above-mentioned hydraulic kneaded material and mix them uniformly, that is, the carbon fibers are unevenly distributed, making it difficult to achieve the desired dispersion mixing. Since this carbon fiber is difficult to obtain and is expensive, it is necessary to add as little amount as possible. Difficult to obtain effect. For example, in cases where mortar prepared into a kneaded material in this manner is used as an overcoat layer, cracking due to drying shrinkage cannot be effectively prevented even though fine fibers are added and mixed, and the workability is affected. However, it has been confirmed that problems remain, such as elongation during troweling, sagging from the applied surface, adhesion, and bending strength. "Structure of the Invention" Means for Solving the Problems A hydraulic substance powder containing carbon fibers in an amount of 0.05 to 2 wt% of the powder, methylcellulose, sodium alkylsulfonate, polycarboxylic acid, sodium ligninsulfonate, etc. A hydraulic compound composition characterized in that one or more water reducing agents are mixed and water is added and kneaded. Function Water reducing agents such as methyl cellulose and sodium alkyl sulfonate are effective in improving the bending strength of the resulting kneaded product. Furthermore, by blending these methyl celluloses with a water reducing agent, the dispersibility of a relatively small amount of carbon fiber in the kneaded material is improved, and the carbon fibers are uniformly dispersed. Therefore, the properties such as bending strength, adhesion strength, and water absorption properties of products and coating layers obtained by using the kneaded product are improved, and the occurrence of cracks after drying is greatly reduced. Addition amount of carbon fiber to hydraulic material powder is 0.05
By setting the amount to 2 wt%, the amount of expensive carbon fiber used can be reduced, and a hydraulic compound composition having the above-mentioned properties can be provided at a low cost. EXAMPLES To further explain the present invention as described above, the present inventors have conducted detailed research on adding and mixing the above-mentioned pitch-based carbon fibers to mortar and paste, which are representative examples of the above-mentioned hydraulic kneaded products. As a result of repeated efforts, as mentioned above, the main reason why desirable properties such as prevention of crack generation cannot be effectively obtained is that the fibers are not evenly dispersed in the kneaded material, especially when the content is as small as 2% or less. It was confirmed that this was due to some difficulty. Therefore, as a result of further studies on how to stably form a preferable uniform dispersion state of carbon fibers in commonly prepared mortar, etc., we found that it is preferable to add and mix carbon fibers together with methyl cellulose and a water reducing agent. I found out. As mentioned above, lime silicate or gypsum hemihydrate is used as the hydraulic substance powder, and when used as mortar, sand, perlite, pumice sand, shirasu balloon, etc. can be used. The amount of carbon fiber mixed in this material is 0.05 to 2% by weight based on the hydraulic powder, and if it is less than 0.05%, it is too small and almost no entanglement of the carefully added carbon fibers can be obtained. Since it is not present, the effect of addition cannot be determined. On the other hand, if it is added in an amount exceeding 2% to the hydraulic powder, the kneaded material will become lumpy and the stability of construction will be lacking. The carbon fiber preferably has a thickness of 5 to 30 x 10 -3 mm and a length of 3 to 10 mm. The appropriate amount of methyl cellulose to be added is 0.05 to 0.17 wt% based on the hydraulic powder, and along with methyl cellulose, water reducing agents such as sodium alkylnaphthalene sulfonate, polycarboxylic acid, and sodium lignin sulfonate may be added. The amount is calculated in terms of solids for hydraulic powder.
By adding methyl cellulose and a water reducing agent together, it is possible to homogenize the dispersion of carbon fibers, which are relatively small at 2% or less, in the kneaded material, and to reduce carbon fibers at 0.05% or more. An appropriate intertwined state can be formed. Therefore, it effectively prevents cracking when used as a topcoat, reduces rebound during spraying, provides a good trowel finish, and improves proper kneading properties such as separation, adhesion, and tackiness. get something. The product according to the present invention further improves the above-mentioned properties by adding calcined soybean, anhydrite powder, and a formite mineral crushed in a liquid to the above-mentioned kneaded product, and Further advantages can be obtained. Regarding the amount of these additions, the amount of calcined alum is 1 to 1 for hydraulic powder.
The amount of holmite minerals is approximately 4wt%, and the amount of holmite minerals is approximately 0.2 to 1.2wt% of the hydraulic powder.Details regarding the crushed material of such holmite minerals are described in Japanese Patent Application Laid-Open No. 1118751/1983. has been
It is preferable that the diameter is about 0.5 μm and the length is about 15 to 20 μm. That is, calcined alum and anhydrite promote the hardening of the kneaded material and also alleviate shrinkage after hardening, thereby contributing to avoidance of cracking and development of strength properties, or improve uniform dispersion of fine fibers. Further, those according to the present invention include acrylic, ethylene,
One or more types of vinyl acetate derivatives, latex emulsions, etc. can be added and mixed in an amount of 5 to 20% of the weight of the hydraulic powder in terms of solid content, and by adding and mixing such emulsions, waterproofness can be improved. Mortar with improved water absorption, adhesion, etc. can be obtained. Regarding specific kneading adjustments, it is clear that all the ingredients and water may be simply added and mixed, but it is recommended to thoroughly mix them in advance using a dry mixing method without adding water, and then add water and knead. is extremely effective for quality control. That is, such a dry blend can be put into a bag or other container as it is and commercialized, and it is sufficient to simply add water and mix it before use. In either case, it is preferable to sprinkle hydraulic powder on the carbon fiber surface before mixing other materials (cement, fine aggregate, water reducer, thickener, etc.). Other aggregates are similarly mixed under dry conditions. Furthermore, a portion of the amount of hydraulic powder such as cement required to prepare the kneaded material is mixed with carbon fibers to ensure sufficient adhesion, and this mixture is mixed with a portion of the amount of cement prepared on site. It can be added to a small amount of mortar to create the desired mortar. Its usage may be by forming an overcoat layer, by spraying, or by forming a molded article. Specific examples of preparation, use thereof, and comparative examples according to the present invention will be described below. Comparative examples of pastes specifically adopted by the present inventors, formulation examples of the present invention, and their performance test results are as shown in Table 1 below. The tensile test was measured in accordance with JISA1113, and the restraint crack test was conducted using a diameter 26
A specimen with a mm-thick collar attached was embedded in a test specimen made of paste or mortar and left in a 20°C, RH 60% environment, and the crack width and number of cracks were visually measured.
【表】【table】
【表】
即ち本発明による配合例のものは圧縮強度にお
いては比較例と同等であるが曲げ強度および付着
強度や引張り強度の如きにおいて相当の特性値向
上が認められ、ひび割れ試験結果も零状態であ
り、亀裂発生などを的確に防止し得ることが確認
された。
又細骨材をも用いたモルタルに関する比較例お
よび本発明配合例とそれらの性能試験結果は次の
第2表に示す如くである。[Table] That is, the composition according to the present invention has the same compressive strength as the comparative example, but considerable improvements in property values such as bending strength, adhesion strength, and tensile strength are observed, and the cracking test results are also zero. It was confirmed that cracks can be accurately prevented. Comparative examples and blending examples of the present invention regarding mortars also using fine aggregate and their performance test results are shown in Table 2 below.
【表】
即ち本発明により、細骨材を配合したこの実施
例においても炭素繊維と共にメチルセルローズと
減水剤を配合したものにおいては同じ量の炭素繊
維を配合したもの(比較例2、3)に対しても曲
げ強度が30%前後ないしそれ以上に向上すること
が確認され、引張強度や付着強度なども高目であ
つて、ひび割れの発生に関しても零状態を示して
いて充分に縮減されている。メチルセルローズと
減水剤の何れか一方だけを添加してもこのような
結果が得られないことは比較例2、3によつて明
かである。
吸水性についても本発明によるものがそれなり
に改善向上されていることは明かである。
「発明の効果」
以上説明したような本発明によるときは比較的
僅少な炭素繊維を配合したこの種水硬性配合混練
物に関してその分散性を適切に改善し、曲げ強度
その他の特性を適切に向上すると共に亀裂発生の
如きをも有効に防止した施工を簡素且つ低コスト
に得しめるものであつて工業的にその効果の大き
い発明である。[Table] That is, according to the present invention, in this example in which fine aggregate was blended, in the case in which methyl cellulose and a water reducing agent were blended together with carbon fiber, in the case in which the same amount of carbon fiber was blended (Comparative Examples 2 and 3). It was confirmed that the bending strength was improved by around 30% or more, and the tensile strength and adhesive strength were also high, and the occurrence of cracks was sufficiently reduced, with no occurrence. . It is clear from Comparative Examples 2 and 3 that such results cannot be obtained even if only one of methylcellulose and a water reducing agent is added. It is clear that the water absorption properties of the products according to the present invention have been improved to a certain extent. "Effects of the Invention" According to the present invention as explained above, the dispersibility of this type of hydraulic compound kneaded material containing a relatively small amount of carbon fiber is appropriately improved, and the bending strength and other properties are appropriately improved. At the same time, the invention effectively prevents the occurrence of cracks and allows construction to be performed simply and at low cost, and is industrially highly effective.
Claims (1)
る炭素繊維と、メチルセルローズ及びアルキルス
ルフオン酸ナトリウム、ポリカルボン酸、リグニ
ンスルホン酸ナトリウムなどの1種または2種以
上である減水剤を混合し、水を添加混練するよう
にしたことを特徴とする水硬性配合組成物。 2 砂その他の細骨材を添加混合するようにした
特許請求の範囲第1項に記載の水硬性配合組成
物。[Scope of Claims] 1. A hydraulic material powder containing carbon fibers in an amount of 0.05 to 2 wt% of the powder, and one or more of methylcellulose, sodium alkylsulfonate, polycarboxylic acid, sodium ligninsulfonate, etc. A hydraulic compound composition characterized in that a water reducing agent is mixed therein, and water is added and kneaded. 2. The hydraulic compound composition according to claim 1, in which sand and other fine aggregates are added and mixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7743285A JPS61236646A (en) | 1985-04-11 | 1985-04-11 | Hydraulic blend composition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7743285A JPS61236646A (en) | 1985-04-11 | 1985-04-11 | Hydraulic blend composition |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61236646A JPS61236646A (en) | 1986-10-21 |
JPH0580423B2 true JPH0580423B2 (en) | 1993-11-09 |
Family
ID=13633841
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7743285A Granted JPS61236646A (en) | 1985-04-11 | 1985-04-11 | Hydraulic blend composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61236646A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5673663A (en) * | 1979-11-19 | 1981-06-18 | Sekisui Chemical Co Ltd | Manufacture of electroconductive hardened body |
JPS5869756A (en) * | 1981-10-21 | 1983-04-26 | 電気化学工業株式会社 | Manufacture of cement product |
JPS5933105A (en) * | 1982-08-20 | 1984-02-22 | 株式会社入江壁材 | Method of uniformly mixing carbon short fiber into cement group raw material and cement group raw material containing carbon short fiber |
-
1985
- 1985-04-11 JP JP7743285A patent/JPS61236646A/en active Granted
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5673663A (en) * | 1979-11-19 | 1981-06-18 | Sekisui Chemical Co Ltd | Manufacture of electroconductive hardened body |
JPS5869756A (en) * | 1981-10-21 | 1983-04-26 | 電気化学工業株式会社 | Manufacture of cement product |
JPS5933105A (en) * | 1982-08-20 | 1984-02-22 | 株式会社入江壁材 | Method of uniformly mixing carbon short fiber into cement group raw material and cement group raw material containing carbon short fiber |
Also Published As
Publication number | Publication date |
---|---|
JPS61236646A (en) | 1986-10-21 |
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