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JPS5983969A - Antiabrasive floor material composition - Google Patents

Antiabrasive floor material composition

Info

Publication number
JPS5983969A
JPS5983969A JP19303982A JP19303982A JPS5983969A JP S5983969 A JPS5983969 A JP S5983969A JP 19303982 A JP19303982 A JP 19303982A JP 19303982 A JP19303982 A JP 19303982A JP S5983969 A JPS5983969 A JP S5983969A
Authority
JP
Japan
Prior art keywords
iron
cement
wear
resistance
floor
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
JP19303982A
Other languages
Japanese (ja)
Other versions
JPH021107B2 (en
Inventor
大濱 嘉彦
左近 一郎
正雄 関口
達朗 中川
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.)
PHOSPHORUS CHEM IND
RIN KAGAKU KOGYO KK
Original Assignee
PHOSPHORUS CHEM IND
RIN KAGAKU KOGYO KK
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 PHOSPHORUS CHEM IND, RIN KAGAKU KOGYO KK filed Critical PHOSPHORUS CHEM IND
Priority to JP19303982A priority Critical patent/JPS5983969A/en
Publication of JPS5983969A publication Critical patent/JPS5983969A/en
Publication of JPH021107B2 publication Critical patent/JPH021107B2/ja
Granted legal-status Critical Current

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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】 本発明は耐摩耗性、防じん性及び耐候性に優れたセメン
ト系の耐摩耗性の塗床仕上材組成物、及びその製造法に
関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cement-based abrasion-resistant floor finishing composition having excellent abrasion resistance, dust resistance and weather resistance, and a method for producing the same.

一般に建築物の床材料として、セメント・コンクリート
もしくは七メン1−・モルタルが多く用いられているが
、とりわけ超重量物の搬出入や、車輌、歩行者の頻繁に
往来する道路及び床面に上記通常のコンクリート施行す
る場合比較的短期間に表面のヒビワレ、破損、骨材の露
出、粉じんの発生をもたらし、建造物の保安及び衛生」
二の重大な欠陥が指摘されている。例を挙げれば、重量
物の搬出入倉庫や工場、往来の激しい車輌道路、駅のプ
ラットホーム、航空機の滑走路、学校、ビル等の公共建
造物の床面等頻繁かつ高負荷荷重のかかる一般床面等が
、この問題の対象になっている。
Generally, cement, concrete, or mortar are often used as flooring materials for buildings, but the above-mentioned materials are used especially for roads and floor surfaces where extremely heavy objects are transported in and out, and where vehicles and pedestrians frequently pass. When applying ordinary concrete, it can cause surface cracking, damage, aggregate exposure, and dust generation in a relatively short period of time, improving the safety and hygiene of the building.
Two serious deficiencies have been pointed out. Examples include warehouses and factories carrying heavy goods, roads with heavy traffic, station platforms, aircraft runways, schools, floors of public buildings such as buildings, and other general floors that are subject to frequent and high loads. This problem applies to surfaces, etc.

この様な障害を解決するだめ高密度、高強度の特殊な骨
相を用いるいわゆる高強度コンクリートを利用する方法
もあるが、著しく高価になるので、一般的目的にはコン
クリートの施工表面に数ミリないし数センチの特殊な耐
摩耗性の床材を塗布密着させる方法が採られている。
To solve these problems, there is a method of using so-called high-strength concrete that uses a special bone structure with high density and high strength, but it is extremely expensive, so for general purposes it is not recommended to use concrete that has a few millimeters or more on the construction surface. The method used is to apply a few centimeters of special wear-resistant flooring material.

本発明の目的は、従来品に比し耐衝撃、耐摩耗性、防じ
ん性、耐候性において大幅に改良され、かつ安価で施工
性に優れた耐摩耗性床材の製造法を提供することにある
The purpose of the present invention is to provide a method for manufacturing a wear-resistant flooring material that is significantly improved in impact resistance, abrasion resistance, dust resistance, and weather resistance compared to conventional products, and is inexpensive and easy to install. be.

かような耐摩耗性床材としては、セメント及び特殊な骨
相より成る主相に適宜、改質剤、充填剤、色材等を添加
配合してなる組成物が一般に使用されているが床材とし
ての機能を発揮させる」二で骨材の選択がもっとも重要
であシ、床材の性能を大きく左右する。
As such wear-resistant flooring materials, compositions are generally used that are made by adding appropriate modifiers, fillers, coloring materials, etc. to the main phase consisting of cement and special bone phase. The selection of the aggregate is the most important and greatly influences the performance of the flooring material.

従来の耐摩耗床材にもっとも多く利用されている骨材と
して鉄鋼片、鉄粉、鉱物粒、シリカ系硬質骨材、炭化ケ
イ素等、金属系とシリカを主体とした鉱物系に大別する
ことができる。これらの内、鉄金属を骨材として用いる
ものは機械強度が高く、一般に11″h荷重の摩耗に耐
えるものであるが化学的に不安定である欠点がある。特
にセメントから溶出するアルカリ分によって酸化反応が
促進され容易に酸化鉄を生じいわゆるザビの原因となり
、外観を署しく損ね耐久性に問題が生じる。一方天然の
鉱物粒子−や、ンリカ系の合成骨材は一般に密度が低く
機械強度が低いのでIfX+荷市川床材の骨材としては
不適である。
The most commonly used aggregates for conventional wear-resistant flooring materials include iron and steel pieces, iron powder, mineral grains, silica-based hard aggregates, and silicon carbide, which can be roughly divided into metal-based materials and mineral-based materials that mainly contain silica. I can do it. Among these, those that use ferrous metal as aggregate have high mechanical strength and can generally withstand wear under a load of 11"h, but have the disadvantage of being chemically unstable. In particular, those that use ferrous metal as aggregate have the disadvantage of being chemically unstable. The oxidation reaction is accelerated and easily produces iron oxide, causing so-called rust, which impairs the appearance and causes problems in durability.On the other hand, natural mineral particles and synthetic aggregates based on minerals generally have low density and low mechanical strength. Because of its low value, it is unsuitable as an aggregate for IfX+Kaichikawa bed materials.

本発明者らは従来の岨摩耗性床利にみられる諸欠点を改
、Y<; −J−べく検討した結果骨(」としてリンと
鉄の合金を使用することによ−て化学的Cキ容易に変質
せず機械強度の高いlJも用目的に供し得る耐摩tL床
4′、Aを偲へしうることを見出した。一般に)・ロホ
スポルと(−で知られるリン鉄は快削鋼や鋳鉄用の添加
剤として製鋼業]7−11、く刊ノ1しXれているもの
であり、製リン電気炉より副生物として排出するものが
市販されているが、本発明ではこれに限定されず他の方
法によって製造されるリンー鉄の合金をも対象としうる
The present inventors investigated how to improve the various drawbacks seen in conventional abrasive floor slabs, and as a result, by using an alloy of phosphorus and iron as the bone material, chemical carbon It has been found that the wear-resistant tL bed 4', which does not easily change in quality and can be used for high mechanical strength lJ purposes.In general, phosphor iron known as ), lophospor and (-) is a free-cutting steel. [Steelmaking Industry] 7-11, Publication No. 1. The present invention is not limited to phosphorus-iron alloys produced by other methods.

本発明の骨相として使用しうるリン鉄の組成は、ト1本
丁業規格でF)’1の記号で規定されているリン含量が
20〜28重量%のものが適当である。
The suitable composition of the iron phosphorus that can be used as the bone phase of the present invention is one having a phosphorus content of 20 to 28% by weight, as defined by the symbol F)'1 in the Toppon Kogyo Standards.

本発明は骨相としてのリン鉄及び結合4」としてのセメ
ントを配合して成る組成物が不可欠の要件であるが、こ
の主組成物に適宜・品質改良剤、増量剤、色材等を添加
混入させることができる。かようにし、てfl)ちれる
組成物完成品の中に含有せしめるリン鉄の鼠は、その粒
形や粒度う)布によって多少変動するが50〜80重量
%の範囲か適当である1、50 ”10より低い範囲て
はIIIIi摩耗性、強度ともに低1−’ L泪的とす
る効果が充分得られず、又80%より高い範囲でCj:
必然的に結合剤々しての七メンl−、i’、ii:が減
少するので結着力、及びJ、Q 41との接i〆f力の
低I・をもたらし骨4′、)J’4’)fが表面に露出
するので、外観b・よび施(イ性を損う。
In the present invention, a composition comprising iron phosphorus as bone phase and cement as binder is an essential requirement, but quality improvers, fillers, colorants, etc. are added and mixed as appropriate to this main composition. can be done. In this way, the amount of iron phosphorous contained in the finished composition that can be crushed varies somewhat depending on the grain shape and size of the fabric, but it is appropriate to be in the range of 50 to 80% by weight1. In the range lower than 50 ``10, the effect of lowering both IIIi abrasion resistance and strength is insufficient, and in the range higher than 80%, Cj:
Inevitably, the bonding force of the bonding agent, i', ii: decreases, resulting in a low I of bonding force with J, Q 41 and the bone 4',) J '4') Since f is exposed on the surface, appearance (b) and performance (a) are impaired.

1n11摩扛床拐に使用される骨材は一般のセメン1−
・=Jコノクリ−トと異り基礎コンクリ・−トスラブ表
面に数ミリないし数センチの薄幅で塗床仕上げされる場
合が多いのでこの塗床幅上り苫しく大きい寸法の粒子は
不要である。この観点で本目的に使用するリン鉄粒子最
大寸法は塗床幅の3倍〜1/2の範囲に抑へるのが適当
である。又骨相としての粒径分布は特に制限はないが一
般の耐摩耗[・1的に使用する場合は、0.15%以下
の微粒子を除き、なるべく空隙率が低くなるような粒度
分布に調整するのが強度及び耐摩4:L性の点で望まし
い。又必要に応じて従来の鉱物質骨イ」等をも併用流―
丁しうる。
The aggregate used for 1n11 sanding is general cement 1-
Unlike J Conocrete, the surface of the basic concrete slab is often coated with a thin width of several millimeters to several centimeters, so there is no need for particles that are too large to exceed the width of the coated floor. From this point of view, it is appropriate that the maximum size of the iron phosphorous particles used for this purpose be within the range of 3 times to 1/2 the width of the coated floor. There is no particular restriction on the particle size distribution as a bone phase, but for general wear resistance [・When used for the first time, the particle size distribution should be adjusted so that the porosity is as low as possible, excluding fine particles of 0.15% or less. is desirable in terms of strength and wear resistance (4:L). In addition, if necessary, conventional mineral bones etc. can also be used together.
I can do it.

本組成物に使用しうるセメン1−は各種のボ)Lyl−
ランドセメン1−、アルミナセメント、高Jrj士メン
1−、フライア〕シ、十メント等、通常の1−木、建築
素イ」と(ッて使用されるあらゆる七メン1−にぼり、
骨(」としてのリン鉄は化学的に極めて安定な物質であ
るので特にアルカリ度の高い七メンI−より溶出するア
ルカリ分や他の腐食1″1物質によって、酸化溶解など
変質することがない3、完成品の中の士メン1−の適止
配合割合は、使用するセメン1−の種類や骨4Aのれ″
f度分布、7A、lil泪的等によって幾分変動するが
、通常20〜50中量%の範囲が望しい。
Cement 1- which can be used in the present composition includes various types of Lyl-
Random cement, alumina cement, high grade cement, flier, ten cement, etc., all of which are used in ordinary wood, building materials, etc.
Iron phosphorus is a chemically extremely stable substance, so it will not be altered by oxidation or dissolution due to alkalinity eluted from the highly alkaline Shichimen I- or other corrosive substances. 3. The appropriate blending ratio of cement 1- in the finished product depends on the type of cement 1- used and the amount of bone 4A.
Although it varies somewhat depending on the f degree distribution, 7A, lil temperature, etc., a range of 20 to 50% by weight is usually desirable.

−1−記の如く、不可欠的に配合されだ骨]」とセメン
トより成るl−4羽に対し必ザに応じて通常のコノクリ
−1−に使用される混和]]オ、1としてΔト]剤、分
散剤、活色剤、凝結ゼJ′進もしくUa′〆延削、増1
,1(]′ηが挙げられるが本[1的に於いてはとりわ
け着色剤、/\トシ剤、及び′J′T敗作1が重要であ
る。
-1- As shown in the above, it is essential to mix the rib bones] and cement, and as necessary, the admixture used in ordinary conochri-1]). ] agent, dispersant, color activating agent, coagulation enzyme J' or Ua' finishing, increase 1
, 1(]'η are mentioned, but in terms of this [1], particularly important are coloring agents, /\tossing agents, and 'J'T failures 1.

・般に耐摩耗床イ]はコンクリート基礎部に対する化粧
仕上げの[1的を兼ねさせることが多く、又危険作業を
伴う工場に施工されることが多いので安全色に着色した
床面が望まれる。この目的で緑色系の酸化クローム、赤
色系のベンガラ等を適宜配合しうる。
・In general, wear-resistant floors] often serve as a decorative finish for concrete foundations, and are often constructed in factories that involve dangerous work, so a floor surface colored in a safe color is desirable. . For this purpose, greenish chromium oxide, reddish red iron oxide, etc. may be appropriately blended.

薄幅の塗床(−tJ:’、げの場合、床面の耐久性や、
ワーカビリティーが々r適な株下面の成否に大きな影響
を与える。ワーカビリティーを向1させるのにAE剤を
又ワーカビリティとともに強度向上を期1侍して、減水
作111をイ1する分散剤をも添加可能であり、いずれ
も一般に市(υlされているもので充分目的を達しうる
In the case of a thin coated floor (-tJ:'), the durability of the floor surface,
Workability has a great influence on the success or failure of a suitable stock market. It is possible to add an AE agent to improve workability, and a dispersant to improve workability as well as strength and reduce water production. It is possible to achieve the purpose.

本発明に係る耐摩tL床イ」は従来知られている各種方
法によって施Iしつるがとりわけ塗床仕1:、げに供す
る場合、モノリチノク工法として知られる41設直後の
コンクリ−1−スラブ而へ直接塗床するlJ法、yl−
ビック工法としで知られるモルタル打設と同時に塗床す
る方l]、等いず7耳ζ、1、−1てもよく、施下時に
心安:な配合水の量や塗床79み等はそ71それ便用に
1的、気(FA条件ブtに応じ適宜加減できる。
The wear-resistant tL floor according to the present invention is applied by various conventionally known methods, especially when the concrete is applied to the concrete 1-slab immediately after construction, which is known as the monolithic construction method. lJ method for direct coating, yl-
The method of coating the floor at the same time as pouring mortar, which is known as the BIC construction method, can be done with 7 ears ζ, 1, -1, etc., so you can feel safe when applying. 71 It may be adjusted as appropriate depending on the FA conditions.

本組成物−Ch1−1された床面には耐久性、強度、耐
摩耗性、接着性、inn候11:qの点で数多くの特徴
がみられる3う即ちJIS  A1108e(よ−・て
L11部I9を測定したところ最高740  山1、I
I::  〕\1453による耐摩t[性試l験におい
ては摩耗指数9と従来品にみられない強度と耐摩耗性が
観察さtまた。又、塩水浸漬下における腐食試験におい
ても、鉄′J11Yiを骨イAとするものにみられる発
錆現象は全くみられない。
The floor surface treated with this composition-Ch1-1 has many characteristics in terms of durability, strength, abrasion resistance, adhesion, and Inn 11:q. When I measured part I9, the maximum was 740. Mountain 1, I
In the abrasion resistance test by 1453, an abrasion index of 9 was observed, which showed strength and abrasion resistance not found in conventional products. Also, in a corrosion test under salt water immersion, no rusting phenomenon was observed in the case where the steel A was made of iron 'J11Yi'.

水利を用いた実際の施行現場における長期荷重試験では
粉じんの発生は全くなく終始美麗な表面を保ち優れた耐
油水、耐薬品性を示すことが確認された。
In a long-term load test at an actual construction site using water, it was confirmed that no dust was generated and the surface remained beautiful from beginning to end, exhibiting excellent oil and water resistance and chemical resistance.

以下実施例によ−)で具体的データを示す。Specific data will be shown in Examples below.

実施例 ・試料の作成 表の実施例および比較例の冬瓜に示す配合組成(部)に
なるように結合材、骨(A、及び助剤を配合、リボンミ
キザーを用いて1時間l[を和しj6に示す各組成の混
合物をIkgづつ作製し7だ。
Blend the binder, bones (A), and auxiliary agents so that they have the composition (parts) shown in the examples and comparative examples of winter melon in the Examples/Sample Creation Table, and mix the mixture for 1 hour using a ribbon mixer. Ikg of each mixture of each composition shown in j6 was prepared in step 7.

・試験方法 (1)JISA1453(摩耗指数) ポル1−ランドセメント(1部)豊浦標準砂(3部)水
(07部)よりなるモルタルを径10011mの円筒枠
内に口設、厚さ4mm円盤状となし表面水が引だ後、」
記試料をふりかけ、トノビングエ法によって該基礎モル
タル層の」にさらに21111の耐摩耗層を形成させる
。48時間後型枠より取り出し水中着生48時間後17
日間の気乾養牛し7だものを、+ 17;△1453記
載の方法で1:3モルタルに対するII’、(I ir
、指nを測定し/1−3、(2)、11′にAl]08
(圧縮強度)]−1記試料100部と水20部を混合し
得られたコンクリート法相を21 X2 ] X35m
mの型枠で成型し24時間で除枠、27日間気乾養生後
J ]: S A、 1108によシ圧縮強度を測定し
た。
・Test method (1) JISA1453 (wear index) Mortar consisting of Pol 1-land cement (1 part), Toyoura standard sand (3 parts), and water (07 parts) was placed in a cylindrical frame with a diameter of 10011 m, and a disk with a thickness of 4 mm was prepared. After the surface water has withdrawn,
A wear-resistant layer of 21111 was further formed on the base mortar layer by sprinkling the above sample and using the Tonoving method. After 48 hours, remove from the formwork and settle in water.After 48 hours, 17
II', (I ir
, measure finger n/1-3, (2), Al on 11']08
(Compressive strength) ] - 21 x 2 ] x 35 m
After molding in a mold of 1108, the mold was removed for 24 hours, and air-dried for 27 days, the compressive strength was measured.

(3)落球試験 長さ300組m中300f1m高さ9Qmmのコンクリ
−1−ヌラプ上面にモノリチ・クエ法により上記試料を
厚さ3 mmの耐摩耗層を形成させ、28日間気乾養生
後に重量3.9 kg鉄球(径98mm )を285m
の高さより該倹床面に自然落下させ、衝撃によって生じ
た凹みの巾を測定した。
(3) Falling ball test A wear-resistant layer with a thickness of 3 mm was formed using the above sample on the top surface of a concrete 1-nurap with a length of 300 sets m and a height of 9 Q mm using the Monolithi-Que method, and after air-drying for 28 days, the weight was measured. 3.9 kg iron ball (diameter 98 mm) 285 m
The sample was allowed to fall naturally onto the floor surface from a height of 1, and the width of the dent caused by the impact was measured.

(4)塩水試験 摩耗指数を測定した後の試片を3%食塩水溶液に72時
間浸漬後24時間空中に放置し、表面の腐食、発錆状態
及び食塩水の汚染状態を観察しだ。
(4) Salt water test After measuring the abrasion index, the specimens were immersed in a 3% saline solution for 72 hours and then left in the air for 24 hours to observe surface corrosion, rusting, and salt water contamination.

L記(1)〜(4)の試験の結果を表に一括して示しだ
The results of the tests in Section L (1) to (4) are shown in a table.

これらの結果より本発明の方法によって得られた試片は
従来法によるものに比較し耐摩耗性、強度、耐食性とも
に格段に優れていることが判明した。
These results revealed that the specimens obtained by the method of the present invention were significantly superior in wear resistance, strength, and corrosion resistance compared to specimens obtained by the conventional method.

※1.骨材粒度       ※2 塩水試験5 mm
  通過  100%    −発錆なし、液の汚染な
しく平均粒径 03〜1mm)    + やや発錆+
十 著【7い発錆、液の汚染著 しい 特許出願人 燐化学工業株式会71 特許庁長官  島 1)春 樹 殿 1 事件の表示  昭和57年特許願第193039号
2、発明の名称  耐摩耗性床材組成物3 補正をする
者 事件との関係  特許出願人 代表者  管財人  志  鷹  啓  −管財人  
中  村  久  − 4、補正命令の日付  自 発 5 補正の対象 1)特許願中の「発明者」の欄 2)明細書中の「発明の詳細な説明」の欄補  正  
の  内  容 1、特許願中の1発明者」の欄 2 明細書中の「発明の詳細な説明」の欄1)明細書中
、下記箇所を下記の通り訂正する。
*1. Aggregate particle size *2 Salt water test 5 mm
Passage 100% - No rust, no liquid contamination, average particle size 03-1 mm) + Slight rust +
Author: Patent applicant Rin Kagaku Kogyo Co., Ltd. 71 Commissioner of the Patent Office Shima 1) Tonoro Haruki 1 Indication of the incident Patent Application No. 193039 of 1982 2 Title of the invention Abrasion resistance Flooring Composition 3 Relationship with the Amendment Person Case Patent Applicant Representative Trustee Shi Taka Kei - Trustee
Hisashi Nakamura - 4. Date of amendment order Voluntary 5 Target of amendment 1) Amendment to the column ``Inventor'' in the patent application 2) Amendment to the column ``Detailed description of the invention'' in the specification
Contents 1, Column 2 of ``One Inventor of the Patent Application'' Column 2 of ``Detailed Description of the Invention'' in the Specification 1) The following parts in the specification are corrected as follows.

2)明細N)第2頁第16〜17行のゞ特にセメントか
ら溶出するアルカリ分によ−)て酸化反応が促進され容
易に酸化鉄を生じいわゆるIJビの原因となり、′を4
特に摩耗によ−・で露出した鉄の表面が外界の空気や水
分に曝され、容易に酸化鉄や水酸化鉄をiLじ、いわゆ
る錆の1東回となり、″に51止する。
2) Specification N) On page 2, lines 16-17, the oxidation reaction is promoted (especially by the alkali content leached from the cement) and easily produces iron oxide, causing so-called IJ Bi.
In particular, the exposed iron surface due to wear is exposed to outside air and moisture, and easily forms iron oxides and iron hydroxides, resulting in so-called rust.

3)明細書第8頁、表中の5試験結果′の欄を次の如く
訂正する。
3) The column 5 Test Results' in the table on page 8 of the specification is corrected as follows.

Claims (1)

【特許請求の範囲】[Claims] セメント及び骨材として、リン鉄より成る耐摩耗性の床
材用組成物
Wear-resistant flooring composition consisting of iron phosphorus as cement and aggregate
JP19303982A 1982-11-02 1982-11-02 Antiabrasive floor material composition Granted JPS5983969A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19303982A JPS5983969A (en) 1982-11-02 1982-11-02 Antiabrasive floor material composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19303982A JPS5983969A (en) 1982-11-02 1982-11-02 Antiabrasive floor material composition

Publications (2)

Publication Number Publication Date
JPS5983969A true JPS5983969A (en) 1984-05-15
JPH021107B2 JPH021107B2 (en) 1990-01-10

Family

ID=16301142

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19303982A Granted JPS5983969A (en) 1982-11-02 1982-11-02 Antiabrasive floor material composition

Country Status (1)

Country Link
JP (1) JPS5983969A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01157439A (en) * 1987-12-15 1989-06-20 Osaka Cement Co Ltd Aggregate for wear resistant asphalt pavement
JP2016515174A (en) * 2013-03-13 2016-05-26 ソリディア テクノロジーズ インコーポレイテッドSolidia Technologies, Inc. Composite sleeper and its manufacturing method and its use

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01157439A (en) * 1987-12-15 1989-06-20 Osaka Cement Co Ltd Aggregate for wear resistant asphalt pavement
JP2016515174A (en) * 2013-03-13 2016-05-26 ソリディア テクノロジーズ インコーポレイテッドSolidia Technologies, Inc. Composite sleeper and its manufacturing method and its use

Also Published As

Publication number Publication date
JPH021107B2 (en) 1990-01-10

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