JPS5818343B2 - Compounds for cement - Google Patents

Compounds for cement

Info

Publication number
JPS5818343B2
JPS5818343B2 JP53005235A JP523578A JPS5818343B2 JP S5818343 B2 JPS5818343 B2 JP S5818343B2 JP 53005235 A JP53005235 A JP 53005235A JP 523578 A JP523578 A JP 523578A JP S5818343 B2 JPS5818343 B2 JP S5818343B2
Authority
JP
Japan
Prior art keywords
cement
tape
present
fibers
reinforcing effect
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
Application number
JP53005235A
Other languages
Japanese (ja)
Other versions
JPS5499132A (en
Inventor
松本尚
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.)
Mitsui Petrochemical Industries Ltd
Original Assignee
Mitsui Petrochemical Industries Ltd
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 Mitsui Petrochemical Industries Ltd filed Critical Mitsui Petrochemical Industries Ltd
Priority to JP53005235A priority Critical patent/JPS5818343B2/en
Publication of JPS5499132A publication Critical patent/JPS5499132A/en
Publication of JPS5818343B2 publication Critical patent/JPS5818343B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明はセメント用配合物に関する。[Detailed description of the invention] The present invention relates to cement formulations.

更に詳しくは初期弾性率が250ないし400 kg/
m4及び・平均厚さ0.2ないし1 mmのエンボス加
工されたポリオレフィン延伸テープを適宜の長さに切断
してなるセメント用配合物に関する。
More specifically, the initial elastic modulus is 250 to 400 kg/
This invention relates to a cement formulation prepared by cutting an embossed stretched polyolefin tape having an average thickness of 0.2 to 1 mm into appropriate lengths.

従来よりセメント製品の曲げ強度、耐亀裂性等の向上を
目的に合成樹脂繊維、割り繊維、金属縁J維、ガラス繊
維等を配合することは知られている。
It has been known to mix synthetic resin fibers, split fibers, metal edge J fibers, glass fibers, etc. with the aim of improving the bending strength, crack resistance, etc. of cement products.

しかし、これらのうち例えば合成樹脂繊維はセメントと
のなじみが良くなく、かつまた繊維どうしが絡み合って
セメント中に分散させにくいところから、セメント製品
に強度むらを生じることが多。
However, among these fibers, for example, synthetic resin fibers do not mix well with cement, and the fibers intertwine with each other and are difficult to disperse in cement, which often causes uneven strength in cement products.

い。stomach.

また形状が単純であるから曲げ応力がかかった際容易に
抜けやすく、補強効果が十分でない。
Moreover, since the shape is simple, it easily comes off when bending stress is applied, and the reinforcing effect is not sufficient.

また合成樹脂割り繊維は形状が複雑であり、セメントと
の物理的結合がより大きいと考えられるが、実際にはセ
メント中に折れ曲った状態で練り込まれているため補強
効果はさ程発揮されない。
Furthermore, synthetic resin split fibers have a complex shape and are thought to have a greater physical bond with the cement, but in reality they are kneaded into the cement in a bent state, so their reinforcing effect is not as great. .

また割り繊維自体嵩高いため、均一に分散しずらい欠点
がある。
Furthermore, since the split fibers themselves are bulky, they have the disadvantage of being difficult to disperse uniformly.

金属繊維、ガラス繊維はセメントとの親和性も比較的良
く、かなりの補強効果が得られるが、高価であり、また
繊維どうしのからみ合いが大きいため、特殊な解繊機又
は混合機、例えばファイバーディスペンサー、オムニミ
キサー、オーガーミキサー等が必要であるという欠点が
あった。
Metal fibers and glass fibers have a relatively good affinity with cement and can provide a considerable reinforcing effect, but they are expensive and the fibers are highly entangled, so special defibration machines or mixers, such as fiber dispensers, are required. , an omni mixer, an auger mixer, etc. were required.

本発明は以上の点に鑑みなされたものであり、セメント
への分散が容易であり、かつ補強効果が優れているセメ
ント用配合物を提供することにある。
The present invention has been made in view of the above points, and it is an object of the present invention to provide a cement compound that is easily dispersed in cement and has an excellent reinforcing effect.

本発明で使用しつるポリオレフィンとは、例えばエチレ
ン、フ狛ピレン、■−ブテン、1−ペンテン、3−メチ
ル−1−ブテン、■−ヘキセン、4−メチル−1−ペン
テン、1−ヘプテン、1−オクテン等の1−オレフィン
の単独重合体もしくは共重合体、あるいはこれらの1−
オレフィンと少量の他の重合性単量体、例えば酢酸ビニ
ル、アクリル酸、メタクリル酸、アクリル酸メチル、メ
タクリル酸メチル等との共重合体または、前記したポリ
オレフィンに酢酸ビニル、アクリル酸、メタクリル酸、
マレイン酸、フマル酸、アクリル酸メチル、メタクリル
酸メチル、マレイン酸メチル、アクリル酸エチル、メタ
クリル酸エチル、マレイン酸エチル、無水マレイン酸等
の重合性単量体をグラフトせしめたグラフト変性ポリオ
レフィンも本発明でいうポリオレフィンに包含する。
The polyolefins used in the present invention include, for example, ethylene, pyrene, ■-butene, 1-pentene, 3-methyl-1-butene, ■-hexene, 4-methyl-1-pentene, 1-heptene, - Homopolymers or copolymers of 1-olefins such as octene, or 1-
A copolymer of an olefin and a small amount of other polymerizable monomer, such as vinyl acetate, acrylic acid, methacrylic acid, methyl acrylate, methyl methacrylate, etc., or a copolymer of the above polyolefin with vinyl acetate, acrylic acid, methacrylic acid, etc.
The present invention also includes graft-modified polyolefins grafted with polymerizable monomers such as maleic acid, fumaric acid, methyl acrylate, methyl methacrylate, methyl maleate, ethyl acrylate, ethyl methacrylate, ethyl maleate, and maleic anhydride. It is included in polyolefin.

これらのうちで好ましいのは、ポリエチレン、ポリプロ
ピレン、ポリ−1−ブテン等の高結晶性重合体が高剛性
である点で好ましく、なかでもポリプロピレンが、剛性
が優れており、成形性が良好な点で最も好ましい。
Among these, highly crystalline polymers such as polyethylene, polypropylene, and poly-1-butene are preferred because they have high rigidity, and polypropylene is particularly preferred because it has excellent rigidity and good moldability. most preferred.

本発明で用いるポリオレフィンには、耐熱安定剤、耐候
安定剤、滑剤、スリップ剤、染料、顔料難燃剤、帯電防
止剤、充填剤等が含有されていてもよい。
The polyolefin used in the present invention may contain a heat stabilizer, a weather stabilizer, a lubricant, a slip agent, a dye, a pigment flame retardant, an antistatic agent, a filler, and the like.

本発明の配合物を混合しうるセメントとしては、ボルド
ーランドセメント、白色ポルトランドセメント、アルミ
ナセメント、シリカセメント、マグネシアセメント、ポ
ゾランセメント等の水硬性セメント、あるいはせつこう
、石灰等の気硬性セメント等の各種のセメント類を挙げ
ることができる。
Examples of cements with which the composition of the present invention can be mixed include hydraulic cements such as Bordeaux land cement, white Portland cement, alumina cement, silica cement, magnesia cement, and pozzolanic cement, and air-hard cements such as plaster and lime. Various types of cements can be mentioned.

本発明のセメント用配合物の製造方法としては、上記ポ
リオレフィンを加熱溶融し、ダイから押出すか、あるい
はカレンダー成形によりシート状に成形し、次に該シー
トを長手方向に延伸して、テープを形成する。
The method for producing the cement compound of the present invention includes heating and melting the polyolefin, extruding it from a die or forming it into a sheet by calendering, and then stretching the sheet in the longitudinal direction to form a tape. do.

本発明では、テープがエンボス加工されていることが必
要である。
The present invention requires that the tape be embossed.

このようなエンボス加工は、シートを延伸する前、ある
いは延伸後エンボスロールを通すことにより行うもので
、このエンボス加工によりテープの表面あるいは全体に
凹凸が形成され、この凹凸がコンクリートへの物理的結
合を著しく増加させる重要な働きをする。
This type of embossing is performed by passing the sheet through an embossing roll before or after stretching, and this embossing creates irregularities on the surface or the entire tape, and these irregularities create a physical bond to the concrete. plays an important role in significantly increasing

エンボス面は、延伸の際多少の亀裂を生じていてもよい
The embossed surface may have some cracks during stretching.

エンボスの形状は任意のものでよいが、好ましくは1〜
10−に1個の模様があるものである。
The shape of the embossing may be arbitrary, but preferably 1-
There is one pattern in 10-.

また深さも任意のものでよいが、好ましくはテープの剛
性を大きく損わない範囲でできるだけ深いことが好まし
い。
Further, the depth may be arbitrary, but it is preferably as deep as possible without significantly impairing the rigidity of the tape.

延伸温度は原料ポリオレフィンの融点以下、二次転移点
以上の温度であり、延伸倍率は3ないし10倍、とくに
5ないし8倍程度が適肖である。
The stretching temperature is below the melting point of the raw polyolefin and above the secondary transition point, and the stretching ratio is preferably about 3 to 10 times, particularly about 5 to 8 times.

この延伸処理により、。剛性が高く、かつ伸びの小さな
テープを得ることができる。
Due to this stretching process. A tape with high rigidity and low elongation can be obtained.

延伸されたテープは長さ方向および必要であれば更に巾
方向に適宜切断して配合物とする。
The stretched tape is appropriately cut in the length direction and, if necessary, in the width direction to obtain a blend.

このようにして得られた配合物は長さく延伸力、向)が
10ないし60mm、とくに30ないし40朋、巾が1
ないし10mm、とくに1.5ないし57nTIL1平
均厚さ0.2ないし11n7IL%とくに0.2 tr
ayないし0、6 mm、初期弾性率が250 kg7
mAないし400kg/my7t、破断伸びが30係以
下であることが好ま・しい。
The formulation thus obtained has a length with a stretching force of 10 to 60 mm, in particular 30 to 40 mm, and a width of 1 mm.
from 10 mm to 10 mm, especially from 1.5 to 57 nTIL1 average thickness from 0.2 to 11 n7 IL%, especially from 0.2 tr
ay to 0.6 mm, initial elastic modulus is 250 kg7
mA to 400 kg/my7t, and elongation at break is preferably 30 modulus or less.

配合物の長さが上記範囲未満であると補強効果が劣るよ
うになり、他方、長過ぎるとセメントへの分散性が不良
になり、かつ配合物が表面に出て来て外観を損ねたりす
る。
If the length of the compound is less than the above range, the reinforcing effect will be poor; on the other hand, if it is too long, the dispersibility in cement will be poor and the compound will come out to the surface and spoil the appearance. .

巾は上記範囲のものが補強効果が優れており、この範囲
を逸脱する程補強効果が低下する。
The reinforcing effect is excellent when the width is within the above range, and the reinforcing effect decreases as the width deviates from this range.

平均厚さが上記範囲未満であると、フィルムの剛性が劣
り、セメントへの分散しやすさおよび補強効果が低下す
る。
If the average thickness is less than the above range, the rigidity of the film will be poor, and the ease of dispersion into cement and reinforcing effect will be reduced.

本発明のセメント用配合物の配合量は通常セメントに対
し1ないし30重量%、好ましくは3ないし15重量%
の範囲であり、この範囲未満では補強効果が劣り、一方
、上記範囲を越えると、配合物の割合が大きくなり過ぎ
て均一な分散が困難になる。
The amount of the cement composition of the present invention is usually 1 to 30% by weight, preferably 3 to 15% by weight based on cement.
Below this range, the reinforcing effect will be poor; on the other hand, if it exceeds the above range, the proportion of the blend will become too large, making uniform dispersion difficult.

本発明の配合物をセメントに配合する方法としては、必
要であればセメントと砂、シリカ等の原料を混合した後
、本発明の配合物を添加して混合し、更に水を加えて混
練し、これを硬化する方法、あるいは原料混合物に水を
加えて混練したものの中に本発明の配合物を添加して混
合する等の方法を採用できる。
The method of blending the compound of the present invention into cement is to mix cement with raw materials such as sand and silica if necessary, then add and mix the compound of the present invention, and further add water and knead. , a method of curing this, or a method of adding and mixing the compound of the present invention into a raw material mixture mixed with water.

本発明のセメント用配合物は、剛性が高く、かつ絡みあ
いを生じないため、セメントへの分散が容易である。
The cement composition of the present invention has high rigidity and does not cause entanglement, so it can be easily dispersed in cement.

従って通常のセメント混線機で十分であり何ら特別の装
置を要しない。
Therefore, a normal cement mixer is sufficient and no special equipment is required.

またエンボス処理によりテープ表面に凹凸が形成されて
いるため、セメントとの物理的結合が大きく、セメント
製品の耐屈曲性、亀裂防止に対し優れた補強効果を発揮
する。
In addition, since the tape surface is roughened by embossing, it has a strong physical bond with the cement and exhibits an excellent reinforcing effect on the bending resistance and crack prevention of cement products.

本発明のセメント用配合物は剛性が高く、セメント製品
中で伸長した状態で存在するため、補強効果も十分に発
揮されるものである。
Since the cement composition of the present invention has high rigidity and exists in an elongated state in a cement product, it also exhibits a sufficient reinforcing effect.

従って種々のセメント成形体、例えばテトラポット等の
水中構築物、滑走路、橋梁、トンネル等に使用され、そ
の他モルタル、壁面、プレキャスト板、スピーカーボッ
クス、護岸ブロック、塀用ブロック、瓦、枕木、ヒユー
ム管、舗装ブロック、タイル、プランタ−1公園ベンチ
等に配合される。
Therefore, various cement molded bodies are used for underwater structures such as tetrapods, runways, bridges, tunnels, etc., as well as mortar, walls, precast boards, speaker boxes, revetment blocks, fence blocks, roof tiles, sleepers, and humid pipes. , paving blocks, tiles, planters, park benches, etc.

次に実施例を挙げて本発明につき詳細に説明するが、本
発明はこれらの実施例に何ら制約されるものではない。
EXAMPLES Next, the present invention will be described in detail with reference to examples, but the present invention is not limited to these examples in any way.

実施例 1 〔配合物の調製〕 メルトインデックス(ASTM D 1238−65T
Example 1 [Preparation of formulation] Melt index (ASTM D 1238-65T
.

230℃)1.5のポリプロピレン95重量部と炭酸カ
ルシウム粉末5重量部とを混合したものを65mmφ押
出機に供給し、樹脂温230℃でTダイからシー トを
押出す。
A mixture of 95 parts by weight of polypropylene (230°C) 1.5 and 5 parts by weight of calcium carbonate powder was supplied to a 65 mmφ extruder, and a sheet was extruded from a T-die at a resin temperature of 230°C.

得られたシートの表面温度が90〜100℃にある状態
で円周方向に山め付いた第1のエンボスロールを通して
平行な溝を付け、次にスリッターにより分離して5本の
巾40mvtのテープを得た。
While the surface temperature of the obtained sheet is 90 to 100°C, it is passed through a first embossing roll with ridges in the circumferential direction to form parallel grooves, and then separated by a slitter to form five tapes with a width of 40 mvt. I got it.

該テープを延伸装置により7倍に延伸し、厚さ0.5m
mのテープを得た。
The tape was stretched 7 times using a stretching device to a thickness of 0.5 m.
A tape of m was obtained.

次に該延伸テープを山の高さ0.5 mrn、 2 m
m間隔の斜。
Next, the stretched tape was stretched to a peak height of 0.5 mrn and 2 m.
Diagonal with m spacing.

格子模様の刻印された第2のエンボスロールを通してテ
ープにエンボス処理を施した。
The tape was embossed through a second embossing roll with a checkered pattern engraved on it.

このようにして得られたエンボス処理延伸テープの初期
弾性率は295 kg/mu、破断伸び19.5%であ
った。
The embossed stretched tape thus obtained had an initial elastic modulus of 295 kg/mu and an elongation at break of 19.5%.

このものを長さ40 mm1rl] 2mmに切断し、
セメン。
Cut this into pieces with a length of 40 mm 1 rl] 2 mm,
Semen.

ト用配合物とした。It was used as a formulation for

〔供試体の作製〕[Preparation of specimen]

JISR5201に準じて行った。 It was conducted according to JISR5201.

すなわちポルトランドセメント100重量部と豊浦標準
砂200重量部とを十分混合した後、前記方法で得jた
配合物を10重量部添加し、更に十分に混練してから本
釣65重量部を加えて、全体が均一になるよう練った後
、40m1X 40mmX 160mrnの型枠につめ
、大気中で24時間、水中で6日間の計7日間養生を行
った。
That is, after thoroughly mixing 100 parts by weight of Portland cement and 200 parts by weight of Toyoura standard sand, 10 parts by weight of the mixture obtained by the above method was added, and after further thorough kneading, 65 parts by weight of fishing rod was added. After kneading the whole mixture to make it uniform, it was packed in a mold of 40 m x 40 mm x 160 mrn, and cured for a total of 7 days, 24 hours in the air and 6 days in water.

〔曲げ強度の測定〕[Measurement of bending strength]

上記方法で得られた供試体をインストロン試験機を用い
、スパン間100 mm、曲げ速度1 nm、Am、曲
げ治具先端曲率5Rで測定した。
The specimen obtained by the above method was measured using an Instron testing machine with a span of 100 mm, a bending speed of 1 nm, Am, and a bending jig tip curvature of 5R.

実施例 2 実施例1と同様の方法で得たエンボス処理延伸テープを
長さ30 mm、巾2mmに切断したものをセメント用
配合物として用いた以外は実施例1と同啼様に行った。
Example 2 The same procedure as in Example 1 was carried out, except that an embossed stretched tape obtained in the same manner as in Example 1 was cut into pieces of 30 mm in length and 2 mm in width and used as a cement composition.

実施例 3 実施例1と同様の方法で得たエンボス処理延伸テープを
長さ20m< 巾2mmに切断したものをセメント用
配合物として用いた以外は実施例1と同様に行った。
Example 3 The same procedure as in Example 1 was carried out, except that an embossed stretched tape obtained in the same manner as in Example 1 was cut into pieces having a length of 20 m and a width of 2 mm and used as a cement composition.

実施例 4〜6 実施例1と同様の方法で得たエンボス処理延伸テープを
長さ40m7rL、第1表に示した各種巾にて切断した
セメント用配合物を用いた以外は、実施例1と同様に行
った。
Examples 4 to 6 Examples 4 to 6 were carried out in the same manner as in Example 1, except that cement formulations obtained by cutting embossed stretched tapes obtained in the same manner as in Example 1 to a length of 40 m7 rL and various widths shown in Table 1 were used. I did the same.

比較例 1 セメント用配合物を配合しない以外は実施例1と同様の
方法により供試体を作製し、試験を行った。
Comparative Example 1 A specimen was prepared and tested in the same manner as in Example 1, except that no cement compound was added.

比較例 2 実施例1における配合物の調製において、第2のエンボ
スロールを通さない外は同様の方法で得られた延伸テー
プを長さ40mm、巾2mmに切断したものをセメント
用配合物として用いる以外は、実施例]と同様な方法で
行った。
Comparative Example 2 A stretched tape obtained in the same manner as in Example 1 except that it was not passed through the second embossing roll was cut into pieces of 40 mm in length and 2 mm in width and used as a cement compound. Except for this, the same method as in Example] was carried out.

実施例 7.8 実施例1における供試体の作製において、配合物の配合
量を第1表の如くする以外は実施例1と同様に行った。
Example 7.8 The test specimens in Example 1 were prepared in the same manner as in Example 1 except that the amounts of the compounds were as shown in Table 1.

以上実施例1〜8、比較例1〜2の結果を第1表に示す
The results of Examples 1 to 8 and Comparative Examples 1 to 2 are shown in Table 1.

比較例 3〜7 本発明の配合物の代りに第2表に示した各種配合物を用
いる以外は、実施例1と同様に行った。
Comparative Examples 3 to 7 Comparative examples were carried out in the same manner as in Example 1, except that the various formulations shown in Table 2 were used instead of the formulation of the present invention.

結果を第2表に示す。The results are shown in Table 2.

Claims (1)

【特許請求の範囲】 1 初期弾性率が250ないし400 kg/mA及び
平均厚さ0.2ないし1mrnのエンボス加工されたポ
。 リオレフイン延伸テープを適宜の長さに切断してなるセ
メント用配合物。
Claims: 1. Embossed po with an initial modulus of elasticity of 250 to 400 kg/mA and an average thickness of 0.2 to 1 mrn. A cement compound made by cutting lyolefin stretched tape into appropriate lengths.
JP53005235A 1978-01-23 1978-01-23 Compounds for cement Expired JPS5818343B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP53005235A JPS5818343B2 (en) 1978-01-23 1978-01-23 Compounds for cement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP53005235A JPS5818343B2 (en) 1978-01-23 1978-01-23 Compounds for cement

Publications (2)

Publication Number Publication Date
JPS5499132A JPS5499132A (en) 1979-08-04
JPS5818343B2 true JPS5818343B2 (en) 1983-04-12

Family

ID=11605522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP53005235A Expired JPS5818343B2 (en) 1978-01-23 1978-01-23 Compounds for cement

Country Status (1)

Country Link
JP (1) JPS5818343B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60239036A (en) * 1984-05-12 1985-11-27 Yoshie Hasegawa Semiconductor wafer prober

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1207264B (en) * 1979-10-12 1989-05-17 Montedison Spa FIBRILLED POLYMER FILMS AS REINFORCEMENT IN HYDRAULIC BINDER MANUFACTURES.
JPH0721847U (en) * 1993-09-24 1995-04-21 有限会社武石 Reinforcement material used for concrete, etc.

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5052264U (en) * 1973-09-17 1975-05-20

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60239036A (en) * 1984-05-12 1985-11-27 Yoshie Hasegawa Semiconductor wafer prober

Also Published As

Publication number Publication date
JPS5499132A (en) 1979-08-04

Similar Documents

Publication Publication Date Title
EP0403974B2 (en) Use of ethyleneoxide/propyleneoxide blockcopolymers in hydraulic settable masses and the masses so obtained
KR100893890B1 (en) A joint compound additive for reduction of cracking, cratering and shrinkage
EP0286112B1 (en) Synthetic fiber suited for use in reinforcing cement mortar or concrete and cement composition containing same
EP0530768B1 (en) Additive combination for improving the workability of water containing building material mixtures
US4846889A (en) Polymeric blend useful in thin-bed mortar compositions comprising a water-soluble cellulose ether and a water-insoluble, but water-dispersible polymer
EP0095695B1 (en) Aqueous dispersions of synthetic materials based on copolymers of ethylenically unsaturated compounds
EP2376401B1 (en) Fiber-containing concrete compositions
KR20180097514A (en) Contact layer with mineral binder component
JPS6126510B2 (en)
JPS5818343B2 (en) Compounds for cement
EP1114806A2 (en) Use of aqueous polymer dispersions for modifying mineral coatings for concrete bodies
JP2000256048A (en) Polypropylene flat yarn for reinforcing cement
JPH03257052A (en) Production of building material
JP2006151792A (en) Polypropylene fiber for reinforcing cement and cement formed body obtained by using the same
JP3517330B2 (en) Polypropylene fiber for cement reinforcement
AU690728B2 (en) Method for adjusting consistency
US5472500A (en) High strength, abrasion resistant veneer plaster
DE69909164T2 (en) Reinforcement material for kneaded and shaped hydraulic material and kneaded and shaped object
JP3569460B2 (en) Cement reinforcing fiber
JPS6228106B2 (en)
TW200533627A (en) Polypropylene fiber for reinforcing cement, and cement moldings, executing method of concrete structures and method of spraying concrete using the fiber
JPH11157894A (en) Fiber for reinforcing cement
JPH07109163A (en) Production of hydraulic composition and production of extrusion-molded article of hydraulic composition
GB2066827A (en) Latex compositions and products made therefrom
WO2019072387A1 (en) Fiber-containing concrete compositions