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JPH0657617B2 - High strength cement hardened product - Google Patents
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JPH0657617B2 - High strength cement hardened product - Google Patents

High strength cement hardened product

Info

Publication number
JPH0657617B2
JPH0657617B2 JP61104738A JP10473886A JPH0657617B2 JP H0657617 B2 JPH0657617 B2 JP H0657617B2 JP 61104738 A JP61104738 A JP 61104738A JP 10473886 A JP10473886 A JP 10473886A JP H0657617 B2 JPH0657617 B2 JP H0657617B2
Authority
JP
Japan
Prior art keywords
cement
weight
parts
alumina cement
strength
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 - Fee Related
Application number
JP61104738A
Other languages
Japanese (ja)
Other versions
JPS62265158A (en
Inventor
悦郎 坂井
勉 木田
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.)
Denka Co Ltd
Original Assignee
Denki 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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP61104738A priority Critical patent/JPH0657617B2/en
Publication of JPS62265158A publication Critical patent/JPS62265158A/en
Publication of JPH0657617B2 publication Critical patent/JPH0657617B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/06Aluminous cements

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は、アルミナセメントを主成分とし、流し込み成
形により得られた、曲げ強度の高い高強度セメント硬化
体に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial field of application> The present invention relates to a high-strength cement hardened product containing alumina cement as a main component and obtained by cast molding and having high bending strength.

<従来の技術及び問題点> 従来、アルミナセメントは耐火物あるいは緊急工事用セ
メントとして、使用されているが、アルミナセメントの
水和物の転化により強度が著しく低下するため構造物や
成形体として使用されていない。一方、低水セメント比
とし、流し込み成形可能な高強度セメントは公知である
(特開昭60−59182号公報)が、硬度や曲げ強度
が低いと云う欠点を有している。
<Conventional technology and problems> Alumina cement has been used as a refractory or cement for emergency work, but it is used as a structure or molded body because its strength decreases significantly due to conversion of hydrated alumina cement. It has not been. On the other hand, a high-strength cement that has a low water cement ratio and can be cast is known (Japanese Patent Laid-Open No. 60-59182), but it has the drawback of low hardness and bending strength.

一方、曲げ強度が高いセメント硬化体としては、多量の
ポリビニルアルコールとアルミナセメントの複合材料で
あるマクロデイフオエクトフリーセメント(MDFセメ
ント)が公知である(特開昭59−43431号公報)
が、混練にツインロールを使用するような特殊な方法が
必要なこと、異形物ができないことなどの欠点を有して
いる。
On the other hand, as a cement hardened product having a high bending strength, macrodefect-free cement (MDF cement), which is a composite material of a large amount of polyvinyl alcohol and alumina cement, is known (JP-A-59-43431).
However, they have drawbacks such as the need for a special method such as the use of twin rolls for kneading and the inability to produce irregularly shaped products.

本発明者らは、流し込み成形方法により得られた硬化体
の曲げ強度や硬度の改善を行なうべく種々検討を加えた
所、アルミナセメント、超微粉、高性能減水剤、硬化調
整剤及び従来用いられているより少量の水を主成分とし
て得られた混練物を真空脱泡処理し、流し込み成形によ
り得られた硬化体において、曲げ強度や、硬度が改善さ
れることを見い出し本発明を完成するに到つた。
The present inventors have made various studies to improve the bending strength and hardness of the cured product obtained by the casting method, and alumina cement, ultrafine powder, high-performance water reducing agent, curing modifier and conventionally used. In a cured product obtained by subjecting a kneaded product obtained by using a smaller amount of water as a main component to a vacuum defoaming treatment and by casting, finding that bending strength and hardness are improved, the present invention is completed. Arrived.

<問題点を解決するための手段> 即ち、本発明は、アルミナセメント、超微粉、高性能減
水剤、及び硬化調整剤に、アルミナセメントと超微粉の
合計100重量部に対して、30重量部以下の水を配合し、
真空脱泡処理により気泡を除去した高強度セメント硬化
体である。
<Means for solving the problem> That is, the present invention, in the alumina cement, ultrafine powder, high-performance water reducing agent, and the curing modifier, 30 parts by weight, relative to the total 100 parts by weight of alumina cement and ultrafine powder Mix the following water,
It is a high-strength cement hardened product with air bubbles removed by vacuum defoaming treatment.

本発明の目的は、アルミナセメント、超微粉、高性能減
水剤、硬化調整剤及び水を主成分とする混合物を混練、
成形、特に流し込み成形、硬化するに当り、真空脱泡処
理して曲げ強度や硬度の改善された、かつ転化による強
度低下のない高強セメント硬化体を提供することにあ
る。
The object of the present invention is to knead a mixture containing alumina cement, ultrafine powder, a high-performance water reducing agent, a curing modifier and water as a main component,
It is an object of the present invention to provide a high-strength cement hardened product which is improved in bending strength and hardness by vacuum defoaming treatment during molding, particularly casting molding and hardening, and has no strength decrease due to conversion.

以下、さらに詳しく本発明について説明する。The present invention will be described in more detail below.

本発明で使用されるアルミナセメントとはCaOをC、Al2
O3をAとすると、CA、CA2、C12A7等と示されるカルシウ
ムアルミネートのうち少なくとも1種を主成分とする水
硬性セメントである。又、組成鉱物中の微量成分として
わずかのSiO2、Fe2O3、TiO2等の成分を含んだものであ
つても良く、水和活性のないAl2O3やSiO2などの無機材
料を含んだものでも良い。これらの市販品として「デン
カアルミナセメント1号」、「デンカアルミナセメント
2号」、「デンカハイアルミナセメント2号」(いずれ
も電気化学工業(株)製、商品名)、「アサノアルミナ
セメント」(日本セメント(株)製、商品名)「アサヒ
ホンジュ」(旭硝子(株)製、商品名)などがあげられ
る。
The alumina cement used in the present invention means CaO as C, Al 2
When O 3 is A, the cement is a hydraulic cement containing at least one of calcium aluminates represented by CA, CA 2 , C 12 A 7, etc. as a main component. Inorganic materials such as Al 2 O 3 and SiO 2 that do not have hydration activity may also be those that contain trace amounts of SiO 2 , Fe 2 O 3 , and TiO 2 as minor components in the composition mineral. It may include the. As commercially available products of these, "Denka Alumina Cement No. 1", "Denka Alumina Cement No. 2", "Denka High Alumina Cement No. 2" (all manufactured by Denki Kagaku Kogyo Co., Ltd., trade name), "Asano Alumina Cement" ( Asahi Hongju (trade name, manufactured by Asahi Glass Co., Ltd.) manufactured by Nippon Cement Co., Ltd.

本発明における超微粉とは、アルミナセメントの平均粒
径の少なくとも1オーダー、好ましくは2オーダー小さ
な平均粒径を有するものであり、1μm以下、好ましく
は0.5μm以下のものである。具体的にはフエロシリ
コンや金属シリコンなどの製造時に副生するシリカダス
ト、あるいは高炉スラグ、フライアツシユ、アルミナセ
メント、アルミナ及びシリカなどを粉砕・分級したもの
や、気相法や液相沈殿法などにより生成した無機質の超
微粉などである。
The ultrafine powder in the present invention has an average particle size smaller than the average particle size of alumina cement by at least one order, preferably two orders, and is 1 μm or less, preferably 0.5 μm or less. Specifically, silica dust, which is a by-product of the production of ferrosilicon or metallic silicon, or crushed and classified blast furnace slag, fly ash, alumina cement, alumina and silica, gas phase method, liquid phase precipitation method, etc. Inorganic ultrafine powder produced by.

超微粉の使用量は、アルミナセメント100重量部に対し
て、5〜50重量部程度であり、5重量部未満では、混練
物の流動性がダイラタンティックになり、また、50重量
部を越えると流動性を得ることが難しく、いずれの場合
も流し込み成形で面の美しい成形体を得ることは難しく
なる。
The amount of ultrafine powder used is about 5 to 50 parts by weight with respect to 100 parts by weight of alumina cement. If it is less than 5 parts by weight, the fluidity of the kneaded product becomes dilatantic, and exceeds 50 parts by weight. Therefore, it is difficult to obtain fluidity, and in any case, it is difficult to obtain a molded product having a beautiful surface by casting.

本発明における高性能減水剤としては、ナフタレンある
いはアルキルナフタレンスルホン酸又はそれらの塩のホ
ルマリン縮合物やメラミン樹脂スルホン酸又はその塩で
あり、添加量はアルミナセメントと超微粉の合計100重
量部に対して、1〜5重量部であり、1.5〜3重量部
が好ましい。1重量部未満では流動性を得ることが難し
く、5重量部を越えると、水和反応の遅延が著しくな
る。
The high-performance water-reducing agent in the present invention is a formalin condensate of naphthalene or an alkylnaphthalene sulfonic acid or a salt thereof or a melamine resin sulfonic acid or a salt thereof, and the addition amount is 100 parts by weight of alumina cement and ultrafine powder in total. 1 to 5 parts by weight, preferably 1.5 to 3 parts by weight. If it is less than 1 part by weight, it is difficult to obtain fluidity, and if it exceeds 5 parts by weight, the hydration reaction is significantly delayed.

また、硬化調整剤は、高性能減水剤により流動性を得た
モルタル又はコンクリートの流動性を保持するために必
要なものである。特に本発明においては後述の真空脱泡
処理を行なうことにより、その間に硬化反応が生じない
ように硬化調整を行なう必要がある。硬化調整剤として
は硫酸などの無機酸、アルカリ金属の硫酸塩、炭酸塩、
炭酸水素塩、クエン酸などの有機酸及びリン酸エステル
などが挙げられる。その使用量は、アルミナセメントと
超微粉の合計(以下結合材という)100重量部に対し
て、30重量部以下であり、25重量部以下が好ましい。
Further, the curing modifier is necessary for maintaining the fluidity of the mortar or concrete which has been fluidized by the high performance water reducing agent. In particular, in the present invention, it is necessary to carry out a vacuum defoaming treatment, which will be described later, so as to carry out curing adjustment so that a curing reaction does not occur during that period. As a curing modifier, inorganic acids such as sulfuric acid, alkali metal sulfates and carbonates,
Examples thereof include bicarbonates, organic acids such as citric acid, and phosphoric acid esters. The amount used is 30 parts by weight or less, and preferably 25 parts by weight or less, with respect to 100 parts by weight of the total of alumina cement and ultrafine powder (hereinafter referred to as a binder).

さらに、通常は骨材を併用する場合が大半である。骨材
は一般に土木建築分野でコンクリートを調合する際に使
用されているものが良いが、より硬質なもの、具体的に
は、モース硬度6以上好ましくは7以上、又はヌープ圧
子硬度700kg/mm2以上好ましくは800kg/mm2以上
のいずれかの基準で選定されたものを用いると、強度を
著しく向上させることができるので好適である。この基
準を満足するものを例示すれば、珪石、エメリー、黄鉄
鉱、磁鉄鉱、黄玉、ローソン石、コランダム、フエナサ
イト、スピネル、緑柱石、金緑石、電気石、花崗岩、紅
柱石、十字石、ジルコン、焼成ボーキサイト、重焼ばん
土けつ岩、炭化硼素、炭化タングステン、フエロシリコ
ンナイトライド、窒化珪素、溶融シリカ、電融マグネシ
ア、炭化珪素、立方晶窒化硼素などが挙げられる。また
機械加工可能な鉄粉、ステンレス粉及びフエロマンガン
粉などの金属等も有用である。特に曲げ強度の向上と云
う点からは鉄粉やオーステナイト系ステンレス粉及びフ
エロマンガン粉が好ましい。この理由は定かではない
が、それ自身の強度が高いこととセメントマトリツクス
との付着性が優れているためと思われる。
Furthermore, in most cases, aggregates are usually used together. Aggregates generally used in the case of mixing concrete in the field of civil engineering are good, but harder ones, specifically, Mohs hardness of 6 or more, preferably 7 or more, or Knoop indenter hardness of 700 kg / mm 2 It is preferable to use one selected on the basis of any of the above criteria, preferably 800 kg / mm 2 or more, because the strength can be remarkably improved. Examples that meet this criterion include quartzite, emery, pyrite, magnetite, yellow jade, lawsonite, corundum, fenasite, spinel, beryl, anemite, tourmaline, granite, beryl, lithite, zircon, Examples include calcined bauxite, heavily burned shale, boron carbide, tungsten carbide, ferrosilicon nitride, silicon nitride, fused silica, fused magnesia, silicon carbide, and cubic boron nitride. In addition, metal such as machinable iron powder, stainless powder and ferromanganese powder is also useful. In particular, iron powder, austenitic stainless steel powder and ferromanganese powder are preferable from the viewpoint of improving bending strength. The reason for this is not clear, but it is thought that it is due to its high strength and its excellent adhesion to cement matrix.

骨材の使用量は、通常、結合材に対して、5重量倍量以
内で選択使用される。但し、プレパツクドやポストパツ
クド工法などの特殊な成形方法の場合にはこの限りでな
い。
The amount of aggregate used is usually selected and used within 5 times the weight of the binder. However, this is not the case for special molding methods such as pre-packed and post-packed construction methods.

以上の配合の他に、各種繊維や網の配合も可能である。
繊維としては、鋳鉄のびびり切削法による繊維、スチー
ル繊維及びステンレス繊維などの金属繊維、及び、石綿
やアルミナ繊維などの各種天然又は合成鉱物繊維、炭素
繊維、ガラス繊維、更に、ポリプロピレン、ビニロン、
アクリロニトリル及びセルロースなどの天然又は合成の
有機繊維等があげられる。また、補強材として従来より
用いられている鋼棒やFRPロツドなどを用いることも
可能であり、特に大型のものにはこれら補強材が必要不
可欠なものである。流動性を損なわないと云う点から
は、3mm程度の長さの金属短繊維やさらにそれよりも短
いウイスカーなどが好ましい。
In addition to the above blending, blending of various fibers and nets is also possible.
As the fibers, fibers by chatter cutting method of cast iron, metal fibers such as steel fibers and stainless fibers, and various natural or synthetic mineral fibers such as asbestos and alumina fibers, carbon fibers, glass fibers, further polypropylene, vinylon,
Examples thereof include natural or synthetic organic fibers such as acrylonitrile and cellulose. Further, it is possible to use steel rods, FRP rods and the like which have been conventionally used as a reinforcing material, and these reinforcing materials are indispensable especially for large-sized ones. From the viewpoint of not impairing the fluidity, short metal fibers having a length of about 3 mm and whiskers shorter than that are preferable.

材料の混練方法は、特に限定されるものではないが、充
分に混練することが好ましい。本発明においては、さら
に真空脱泡処理することが必要である。具体的には真空
鋳込装置(高木製作所(株)製)、真空オムニミキサ
(千代技研工業(株)製)及び真空混合機((株)三英
製作所製)などを用いたり、薄膜を形成して脱泡する方
法などがあり、脱泡時には回転速度を低下させることが
好ましい。特に薄膜を形成して脱泡する方法は、脱泡速
度が早く効果が著しい。脱泡条件は、50〜70mmHg程
度の真空度とするのが、水分の蒸発等を考慮した場合適
当である。又、脱泡時間は特に限定されたものではない
が、通常5〜30分程度が好ましい。
The method of kneading the materials is not particularly limited, but it is preferable to sufficiently knead them. In the present invention, further vacuum defoaming treatment is required. Specifically, a vacuum casting device (Takagi Seisakusho Co., Ltd.), a vacuum omni mixer (Chiyo Giken Kogyo Co., Ltd.), a vacuum mixer (Sanei Seisakusho Co., Ltd.), etc. can be used to form a thin film. There is also a method of defoaming by means of the like, and it is preferable to reduce the rotation speed at the time of defoaming. In particular, the method of forming a thin film and defoaming has a fast defoaming rate and is significantly effective. The defoaming condition is a vacuum degree of about 50 to 70 mmHg, which is suitable in consideration of evaporation of water. The defoaming time is not particularly limited, but is usually preferably about 5 to 30 minutes.

真空脱泡処理によって、ASTM C−185−59に準じて測定
した空気量が1〜2%程度以下になることが好ましく、
1%程度以下になることがさらに好ましい。
It is preferable that the amount of air measured according to ASTM C-185-59 becomes about 1 to 2% or less by the vacuum defoaming treatment,
It is more preferable that the amount is about 1% or less.

以上のような脱泡処理を施したものを流し込み成形し成
形体を得ることができる。
A product that has been subjected to the defoaming treatment as described above can be cast to obtain a molded product.

また、流し込み成形時に振動を与えながら脱泡処理を組
み合せて行うこともできる。この方法も脱泡効率が高
く、より曲げ強度の高い、高強度セメント硬化体を提供
することができる。
It is also possible to combine defoaming treatment while applying vibration during casting. This method can also provide a high-strength cement hardened body having high defoaming efficiency and higher bending strength.

上記のように成形した成形物の養生は各種の養生方法が
可能であり常温養生、常圧蒸気養生、高温高圧養生及び
高温養生のいずれの方法も採用することができ、必要な
らば、これらの組み合せを行なつて高強度セメント硬化
体を得ることができる。又、本発明の高強度セメント硬
化体は放射線の漏洩を防止することができるので放射性
廃棄物の固化にも利用できる。
Curing of the molded article molded as described above can be carried out by various curing methods, and any of normal temperature curing, normal pressure steam curing, high temperature and high pressure curing and high temperature curing can be adopted. By combining them, a high-strength cement hardened product can be obtained. Further, since the high-strength cement hardened material of the present invention can prevent the leakage of radiation, it can be used for solidification of radioactive waste.

<実施例> 以下実施例に基づいて本発明を更に説明する。<Example> The present invention will be further described based on the following examples.

実施例1 表−1に示す配合を用いて、30真空オムニミキサー
(千代田技研工業(株)製)にて10分間練り混ぜ、5
0mmHgにて所定の時間真空脱泡を行い、流し込み成形に
て4×4×16cmの供試体を作製し、ポリエチレンで封
間し50℃で7日間養生を行なつた。その後JIS R
−5201に準じて曲げ及び圧縮強度試験を行ない、さ
らにロツクウエル及びモース硬度を測定した。結果を表
−1に併記する。
Example 1 Using the formulations shown in Table-1, knead with a 30 vacuum omni mixer (manufactured by Chiyoda Giken Kogyo Co., Ltd.) for 10 minutes.
Vacuum defoaming was performed at 0 mmHg for a predetermined time, and a 4 × 4 × 16 cm specimen was prepared by casting, sealed with polyethylene, and cured at 50 ° C. for 7 days. Then JIS R
Bending and compressive strength tests were conducted according to -5201, and Rockwell and Mohs hardness were measured. The results are also shown in Table-1.

(材料) 白色セメント:秩父セメント(株)製 アルミナセメント:「デンカハイアルミナセメント」
(電気化学工業(株)製) 超微粉:シリカヒユーム(日本重化学工業製) 高性能減水剤:β−ナフタレンスルホン酸塩ホルムアル
デヒド縮合物系(商品名 「セルフロ−110P」第一工業製薬
(株)製) 骨 材:還元鉄粉「メタレツト」0.15mm下(日本磁
力線(株)製) 繊 維:SUS430、φ50μm×長さ2.5mm びびり切削法 による(東京製鋼(株)製) 硬化調整剤:Na2SO4(試薬) 実施例 表−2に示す配合を用いて、実施例1と同様の方法にお
いて混練を実施し、さらにステンレス繊維を混入し、そ
の後成形時にもバイブレーター上で振動を加えながら、
真空脱気を行ない注意深く4×4×16cmの供試体を作
製した。その供試体を50℃で7日間ポリエチレン袋で
封間し養生を行ない強度試験を実施した。
(Material) White cement: Chichibu Cement Co., Ltd. Alumina cement: "Denka High Alumina Cement"
(Manufactured by Denki Kagaku Kogyo Co., Ltd.) Ultrafine powder: Silica Hume (manufactured by Nippon Heavy Chemical Industry Co., Ltd.) High-performance water reducing agent: β-naphthalene sulfonate formaldehyde condensate system (trade name "Selflo-110P" manufactured by Dai-ichi Kogyo Seiyaku Co., Ltd.) ) Aggregate: Reduced iron powder “metallet” under 0.15 mm (manufactured by Nippon Magnetic Line) Fiber: SUS430, φ50 μm x length 2.5 mm by chatter cutting method (manufactured by Tokyo Steel Co., Ltd.) Hardening modifier: Na 2 SO 4 (reagent) Example Using the formulations shown in Table-2, kneading was carried out in the same manner as in Example 1, stainless steel fibers were further mixed in, and then vibration was applied on the vibrator also during molding,
Vacuum deaeration was performed to carefully prepare a 4 × 4 × 16 cm specimen. The test piece was sealed with a polyethylene bag at 50 ° C. for 7 days for curing, and a strength test was performed.

<発明の効果> 本発明によつて、硬度や曲げ強度が改善された高強度セ
メント硬化体の提供が可能となつた。
<Effects of the Invention> According to the present invention, it is possible to provide a high-strength cement hardened body having improved hardness and bending strength.

フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C04B 24:06 A 2102−4G 24:22 A 2102−4G 24:30) B 2102−4G Continuation of the front page (51) Int.Cl. 5 Identification number Office reference number FI technical display location C04B 24:06 A 2102-4G 24:22 A 2102-4G 24:30) B 2102-4G

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】アルミナセメント、超微粉、高性能減水
剤、及び硬化調整剤に、アルミナセメントと超微粉の合
計100重量部に対して、30重量部以下の水を配合し、真
空脱泡処理により気泡を除去した高強度セメント硬化
体。
1. Vacuum defoaming treatment by mixing 30 parts by weight or less of water with respect to a total of 100 parts by weight of alumina cement, ultrafine powder, a high-performance water reducing agent, and a curing modifier, and 100 parts by weight of alumina cement and ultrafine powder. A high-strength cement hardened product from which air bubbles have been removed.
JP61104738A 1986-05-09 1986-05-09 High strength cement hardened product Expired - Fee Related JPH0657617B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61104738A JPH0657617B2 (en) 1986-05-09 1986-05-09 High strength cement hardened product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61104738A JPH0657617B2 (en) 1986-05-09 1986-05-09 High strength cement hardened product

Publications (2)

Publication Number Publication Date
JPS62265158A JPS62265158A (en) 1987-11-18
JPH0657617B2 true JPH0657617B2 (en) 1994-08-03

Family

ID=14388839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61104738A Expired - Fee Related JPH0657617B2 (en) 1986-05-09 1986-05-09 High strength cement hardened product

Country Status (1)

Country Link
JP (1) JPH0657617B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008150950A (en) * 2008-03-28 2008-07-03 Se Corp Grout filling method of construction and filling device therefor
CN109160763A (en) * 2018-09-12 2019-01-08 十堰市郧阳区成林工贸有限责任公司 Novel high-strength pumping admixture and its preparation method and application

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979085B (en) * 2012-12-05 2013-10-23 广东三和管桩有限公司 A pressure-free steaming prestressed high-strength concrete pipe pile and its production method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57118056A (en) * 1981-01-13 1982-07-22 Shinagawa Refractories Co Refractory concrete composition
JPS6117457A (en) * 1984-07-03 1986-01-25 日曹マスタ−ビルダ−ズ株式会社 Concrete composition

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008150950A (en) * 2008-03-28 2008-07-03 Se Corp Grout filling method of construction and filling device therefor
CN109160763A (en) * 2018-09-12 2019-01-08 十堰市郧阳区成林工贸有限责任公司 Novel high-strength pumping admixture and its preparation method and application

Also Published As

Publication number Publication date
JPS62265158A (en) 1987-11-18

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