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JPH0519499B2 - - Google Patents
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JPH0519499B2 - - Google Patents

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Publication number
JPH0519499B2
JPH0519499B2 JP60237467A JP23746785A JPH0519499B2 JP H0519499 B2 JPH0519499 B2 JP H0519499B2 JP 60237467 A JP60237467 A JP 60237467A JP 23746785 A JP23746785 A JP 23746785A JP H0519499 B2 JPH0519499 B2 JP H0519499B2
Authority
JP
Japan
Prior art keywords
cement
silica
water
fuyum
setting time
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
Application number
JP60237467A
Other languages
Japanese (ja)
Other versions
JPS62100468A (en
Inventor
Seiichi Oohashi
Akira Ozaki
Kenji Tsuda
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.)
DAISERU KAGAKU KOGYO KK
GOYO KENSETSU KK
Original Assignee
DAISERU KAGAKU KOGYO KK
GOYO KENSETSU 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 DAISERU KAGAKU KOGYO KK, GOYO KENSETSU KK filed Critical DAISERU KAGAKU KOGYO KK
Priority to JP60237467A priority Critical patent/JPS62100468A/en
Publication of JPS62100468A publication Critical patent/JPS62100468A/en
Publication of JPH0519499B2 publication Critical patent/JPH0519499B2/ja
Granted legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は水中打設用のセメント組成物、即ちト
レミー管や囲いを用いることなしに、換言すれば
河川水や海水との動的接触を許容しつつ水上から
水底等に直接打設するために使用されるコンクリ
ート又はモルタル組成物に係る。 (従来の技術及びその問題点) 地上や地下における建築及び構築に用いられる
通常のセメント組成物を水上から水中に直接的に
打設する場合には、水中におけるセメント組成物
の運搬中にセメント分の流出が生じ且つ水底等の
打設個所に到達して打設後も凝結硬化に至るまで
に水流の作用により予期し得ぬ方向から力を受け
たり侵食作用を受けて所期の形状になし得ない場
合が多々あり、更には水流の作用によりセメント
分が部分的に殊に表層部で失われ、これらの結果
として強度の高いセメント構造物となすことは従
来極めて困難乃至不可能とされてきた。 この問題を克服するために、近年に至り合成又
は天然高分子物質を増粘剤として配合することが
提案され(西ドイツ国特許出願公告第2326647号、
特開昭57−3921号、同57−123850号、同58−
181754号、同59−26956号公報等)、これら高分子
増粘剤の混和されたセメント組成物が現在では水
中工事に汎用されるに至つている。 現在使用されているこの種の水中打設用セメン
ト組成物は、水中での運搬時におけるセメント分
の流失(これは水中における濁りの発生として捉
えられる)を低レベルに抑える反面、高分子増粘
剤の添加されていない所謂、普通セメント組成物
と比較する場合に、次の点で問題を有している。 1) コスト高となる(現在汎用されている高分
子増粘剤の主剤はセルロースエーテル類又はポ
リアクリルアミドであり、水中での濁りを所定
レベル以下に抑えるには、この種増粘剤の添加
率即ち単位水量に対する増粘剤の重量%を1.5
%以上となす必要性があるため)、 2) 凝結時間が遅延する(高分子増粘剤の添加
量に依存して凝結時間が長くなり、このことは
凝結硬化迄の間に水流等の影響を受け易く所期
の形状を保つことが困難となることを意味して
いる)及び 3) 作業性が低下する(高分子増粘剤の添加に
伴い当然のことながらセメント組成物の粘度が
高くなり、手作業の場合にはスコツプによる取
扱い性及びコテ仕上げに難を生じ、又ポンプ送
りの場合には送り圧力を極めて大に設定せねば
ならず、ポンプ負荷が高くなることを意味して
いる)。 (発明の目的) 従つて、本発明の主たる目的は、従来の水中打
設用のセメント組成物と同様に水中での運搬時に
おけるセメント分の流出を低レベルに抑えること
ができ、且つ従来の水中打設用のセメント組成物
におけるよりも凝結時間を著しく短縮することが
でき、従つて強度の発現が早いために水流による
悪影響を受難い水中打設用のセメント組成物を提
供することにある。 本発明の他の目的は、従来のものよりも作業性
乃至施工性が良好な水中打設用のセメント組成物
を提供することにある。 本発明の更に他の目的は、従来のものよりも廉
価な水中打設用のセメント組成物を提供すること
にある。 (目的を達成するための手段及び作用) 本発明よれば、上記の目的は、セメントを主材
として高分子増粘剤を添加した水中打設用のセメ
ント組成物において、セメントの1部をシリカフ
ユームに代替することにより達成される。 シリカフユームの配合量はセメントの重量基準
で5−20%が適当であり、殊に約10%となすのが
好ましい、蓋し5%以下では凝結時間の短縮に及
ぼす影響が少なく、一方20%以上となせば0.1−
0.3μmのシリカフユーム粒子が吸収する水分量及
びシリカフユーム自体の増粘作用によりセメント
組成物の粘度が高くなり過ぎて作業性に低下をき
たすからであり、又通常のスランプ約10cmの標準
的な普通コンクリート組成物の施工性を配慮して
研した結果シリカフユームの配合量は約10%とす
るのが最適なものと判明したからである。 従来の水中打設用のセメント組成物と比較する
場合に、そのセメント分の10%をシリカフユーム
により代替すれば水中における凝結時間を約20−
30%短縮することができ、これは添加水量が多い
場合や水温が低い場合のように凝結所要時間自体
が長くなる場合にも同様である。 シリカフユームを配合した本発明による水中打
設用のセメント組成物によれば、シリカフユーム
の混入率の増加に伴い水中でのセメント分の流出
が抑制される。例えば、セメントに対する最適配
合率である10%(重量%)のシリカフユームを混
入した水中打設用のセメント組成物(試験用の塊
状体)を水中に自由落下させて水中濁度との関係
を調べた処、シリカフユームが混入されていない
点においてのみ上記の試験用塊状状体と相違する
対照体としての水中打設用のセメント組成物(従
来法よる)と比較して水中濁度は1/2乃至1/
4に低下することが判明した。このことは一定の
濁度基準を設定すれば、本明による水中打設用の
セメント組成物の場合には高分子増粘剤の配合量
を低減し得ることを意味している。本発明方法に
よれば高分子増粘剤の添加率を、従来方法による
場合の約1.5%から約1.0%に減ずることができ
る。シリカフユームはセメントと比較する場合に
は高価であるが、高分子増粘剤と比較すれば著し
く廉価であり、従つて上記の事実は本発明による
水中打設用のセメント組成物が従来のものと比較
してコスト的に有利であることを意味しており、
更に高分子増粘剤の配合量を減少し得る結果とし
て凝結時間が更に短縮することをも意味してい
る。 尚、本発明による水中打設用のセメント組成物
はシリカフユームを含有しているのが、このセメ
ント組成物が打設される場合にシリカフユーム中
のSiO2とセメントの水和生成物である遊離石灰
Ca(OH)2とのポゾラン反応によつて内部組織が
緻密化し、殊に海洋環境下における耐久性(耐塩
害及び耐凍結融解)の向上が達成される。 (試験例等) 次に、本発明を各種の試験例により具体的に説
明する。 下記の試験例に供された水中打設用のセメント
組成物(試料)はポルトランドセメント(及びシ
リカフユーム)に加水してセメントペーストを調
製し、これに高分子増粘剤(ダイセル化学工業株
式会社から「セルクリートH」なる商品名で市販
のものであつて、ヒドロキシエチルセルロースを
主成分とするもの)を添加して混合し、この高分
子増粘剤含有セメント組成物のセメント分に対し
て重量基準で標準砂が1:2の割合で添加混和さ
れたモルタルであるが、モルタルに粗骨材が添加
されたコンクリートに関しても同にして試験に供
し得ることに留意されたい。 参考試験例 1 水とセメントとの比(W/C)が50%であつて
高分子増粘剤の添加率(単位水量に対する高分子
増粘剤の重量%)が0.05、1.0及び1.5%の試料を
それぞれ調製し、室温下(20℃)で凝結時間(始
発及び終結)を測定した処、第1図に示される通
りの結果が得られた。 高分子増粘剤を添加しなかつた試料における凝
結始発時間は4.5時間であり、凝結終結時間は7.2
時間であるに対し、高分子増粘剤の添加率が1.5
%であり従来において標準とされてきた試料にお
ける凝結始発時間は10.2時間であり、凝結終結時
間は13.5時間であり、高分子増粘剤の添加により
始発及び終結時間が共に約6時間遅延することが
判明した。 参考試験例 2 水とセメントとの比(W/C)が55%であつて
高分子増粘剤の添加率が種々変化せしめられた試
料をそれぞれ調製し、各試料約2Kgをダンゴ状に
なし、水道水で満たされた筒(直径200mm、長さ
1800mm)内を自由落下させ、落下30秒後において
水面下1200mmの位置で水に濁度を測定し、グラフ
にプロツトした処、第2図に示される通りの結果
が得られた。 濁度の許容基準を50ppm以下に設定すると、第
2図のグラフにおける濁度曲線の変曲点に鑑みて
高分子増粘剤の添加率は約1.5%又それ以上であ
るべきことが判る。 試験例 1 水とセメントとの比(W/C)又は水とセメン
ト及びシリカフユームとの比(W/C+F)が55
%であつて、シリカフユームの混入率が0−20%
(セメント重量に対して割りで混入)の範囲内で
変化せしめられた試料並びにW/C+Fが55%で
あつて高分子増粘剤の添加率が1.5%であり且つ
シリカフユームの混入率が0−20%の範囲内で変
化せしめられた試料をそれぞれ調製し、各試料に
おける凝結時間(始発及び終結)を室温下(20
℃)で測定した処、第3図に示される通りの結果
が得られた。 第3図に示されたグラフから、高分子増粘剤が
添加されていない普通試料に関してはシリカフユ
ームの添加は凝結時間の短縮に影響を及ぼさない
が、高分子増粘剤が添加された、所謂水中打設用
の試料に関してはシリカフユームの混入率を増加
させるにつれて凝結時間が短縮すること、即ち混
入率10%で約3時間、混入率20%で約5時間凝結
時間の短縮されることが判る。 尚、シリカフユームの混入率が20%近くになる
と試料組成物の粘性が著しく高くなり、作業性に
難が生ずるので、施工性の観点からシリカフユー
ムの混入率は約10%に留めるべきであることも併
せ判明した。 試験例 2 試験例1の結果に鑑みてシリカフユームの混入
率を10%に設定し且つ水とセメント及びシリカフ
ユームとの比(W/C+F)が50及び55%にそれ
ぞれなし、高分子増粘剤の添加率を種々に変化さ
せた試料を調製して各試料の凝結時間を室温下
(20℃)において測定した。 一方、シリカフユーム無添加の対照試料につい
て凝結時間を同様に測定し、この対照試料の凝結
時間を基準(1.0)として各被験試料の凝結時間
比をプロツトした処、第4図に示される通りの結
果が得られた。 各被験試料の凝結時間比は0.7−0.8であり、シ
リカフユームの混入率を10%になせば、凝結時間
を約20−30%短縮できることが判明した。 尚、W/C+Fを40−50%の範囲内で変化させ
たり、温度条件を5−20℃の低温域に設定して試
料(被験試料への高分子増粘剤添加率は0.8%)
の凝結時間を測定して上記と同様に凝結時間比を
プロツトした処、第5及び6図に示される通りの
結果が得られた。これらの被験試料においても凝
結時間比は約0.75−8.0であり、10%のシリカフ
ユーム混入率で約20−25%凝結時間を短縮できる
ことが判明した。 第4−6図に示される結果を要約すれば、シリ
カフユームを10%混入することにより加水量や水
温条件に関係なしに凝結時間約20−30%短縮でき
ることが判る。 試験例 3 参考試験例2と同様にして、但しシリカフユー
ムの混入率を10%になし且つ水とセメント及びシ
リカフユームとの比(W/C+F)を55%にな
し、更に高分子増粘剤の添加率を変化させた試料
について水中濁度の測定を行なつた処、第7図に
示される通りの結果がられた。 この第7図から、濁度基準を50ppmに設定すれ
ば高分子増粘剤の添加率が1.5%から1.1%に即ち
0.4%低減し得ることを意味している。 試験例 4 水とセメントとの比(W/C)又は水とセメン
ト及びシリカフユームとの比(W/C+F)が50
%であり、シリカフユームの混入率が0又は10%
であつて、高分子増粘剤の添加率を変化させた試
料についてその凝結時間を室温下(20℃)で測定
した処、第8図に示される通りの結果が得られ
た。 試験例3により得られた結果、即ち高分子増粘
剤の添加率を1.5%から1.1%に低減し得ること
を、本試験例4により得られた結果に当てはめれ
ば、高分子増粘剤の添加率減少に伴い凝結時間が
約1時間短縮されることが判る。 即ち、シリカフユームの混入率を10%とし且つ
高分子増粘剤の添加率を1.1%とした試料の凝結
時間は、高分子増粘剤の添加率を1.5%とした従
来の試料と比較する場合に、上記の結果及び試験
例1に示される結果を参酌すれば、約1+約3時
間短縮されることになる。 コスト試算例 水とセメント及びシリカフユームとの比(W/
C+F)を50%に、単位水量を200Kg/m3に、又
セメントを400Kg/m3の標準値に設定し、シリカ
フユームの混入率を10%とした場合の本発明によ
る水中打設用のセメント組成物と、シリカフユー
ムを配合せず高分子増粘剤の添加率を1.5%とし
た場合の従来の水中打設用のセメント組成物に関
し、 セメント 15円/Kg、 高分子増粘剤 4500円/Kg及び シリカフユーム 60−70円/Kg としてコストを試算した結果は下記の表1に示さ
れる通りであり、本発明によるセメント組成物は
従来のものよりも1400円/m3コスト減となること
が判明した。
(Industrial Application Field) The present invention provides a cement composition for underwater casting, that is, without using a tremie pipe or enclosure, in other words, while allowing dynamic contact with river water or seawater, from above the water to the bottom of the water, etc. Concrete or mortar compositions used for direct pouring. (Prior art and its problems) When a normal cement composition used for construction and construction above or below ground is poured directly into water from above the water, the cement content may be lost during transportation of the cement composition in water. When the water flows out and reaches the place where the concrete is to be poured, such as at the bottom of the water, and even after the concrete has been poured, it is subjected to forces from unexpected directions due to the action of the water flow or eroded, and does not take the desired shape. Furthermore, due to the action of water flow, the cement content is partially lost, especially in the surface layer, and as a result of this, it has traditionally been considered extremely difficult or impossible to create a cement structure with high strength. Ta. In order to overcome this problem, it has recently been proposed to incorporate synthetic or natural polymeric substances as thickeners (West German Patent Application No. 2326647,
JP-A-57-3921, JP-A No. 57-123850, JP-A No. 58-
No. 181754, No. 59-26956, etc.), and cement compositions containing these polymer thickeners are now widely used in underwater construction. This type of cement composition for underwater placement currently in use suppresses the loss of cement to a low level during transportation in water (this can be seen as the generation of turbidity in water), but at the same time When compared with so-called ordinary cement compositions to which no additives are added, there are the following problems. 1) High cost (The main ingredients of currently widely used polymer thickeners are cellulose ethers or polyacrylamide, and in order to suppress turbidity in water below a specified level, the addition rate of this type of thickener is required. That is, the weight percent of the thickener to the unit water amount is 1.5
2) The setting time is delayed (the setting time becomes longer depending on the amount of polymer thickener added, and this is due to the influence of water flow etc. until setting and hardening). (This means that it is difficult to maintain the desired shape due to the addition of polymeric thickeners) and 3) Workability is reduced (as a matter of course, the viscosity of the cement composition increases due to the addition of polymeric thickeners). Therefore, if it is done manually, it will be difficult to handle with a scoop and finish with a trowel, and if it is pumped, the feeding pressure must be set extremely high, which means that the pump load will be high. ). (Objective of the Invention) Therefore, the main object of the present invention is to be able to suppress the outflow of cement components to a low level during transportation in water, similar to the conventional cement compositions for underwater pouring, and to It is an object of the present invention to provide a cement composition for underwater pouring which can significantly shorten the setting time compared to cement compositions for underwater pouring, and therefore develops strength quickly, so that it is not adversely affected by water flow. . Another object of the present invention is to provide a cement composition for underwater casting that has better workability and construction properties than conventional ones. Still another object of the present invention is to provide a cement composition for underwater pouring that is less expensive than conventional ones. (Means and Actions for Achieving the Object) According to the present invention, the above-mentioned object is to provide a cement composition for underwater casting which is mainly composed of cement and has a polymeric thickener added thereto, in which a part of the cement is silica fuyum. This is achieved by replacing. The appropriate amount of silica fume is 5-20% based on the weight of cement, especially about 10%. If it is less than 5%, it will have little effect on shortening the setting time, while if it is more than 20%. 0.1−
This is because the viscosity of the cement composition becomes too high due to the amount of water absorbed by 0.3 μm silica fuyum particles and the thickening effect of silica fuyum itself, resulting in a decrease in workability. This is because, as a result of careful consideration of the workability of the composition, it was found that the optimal blending amount of silica fuyum was approximately 10%. When comparing conventional cement compositions for underwater pouring, if 10% of the cement content is replaced with silica fuyum, setting time in water is reduced by approximately 20-
This can be reduced by 30%, and this is true even when the time required for coagulation becomes longer, such as when a large amount of water is added or when the water temperature is low. According to the cement composition for underwater casting according to the present invention containing silica fuyum, the outflow of cement components in water is suppressed as the mixing rate of silica fuyum increases. For example, a cement composition for underwater casting (a lump for testing) containing 10% (wt%) of silica fuyum, which is the optimum blending ratio for cement, was allowed to fall freely into water, and the relationship with underwater turbidity was investigated. However, the underwater turbidity was 1/2 compared to the cement composition for underwater casting (based on the conventional method) as a control, which differed from the above test lumps only in that silica fuyum was not mixed. ~1/
It was found that the number decreased to 4. This means that if a certain turbidity standard is set, the amount of polymeric thickener added can be reduced in the case of the cement composition for underwater casting according to the present invention. According to the method of the present invention, the addition rate of polymeric thickener can be reduced from about 1.5% in the conventional method to about 1.0%. Although silica fuyum is expensive when compared with cement, it is significantly cheaper when compared with polymeric thickeners, so the above fact shows that the cement composition for underwater pouring according to the present invention is more expensive than conventional ones. This means that it is cost-effective compared to
It also means that the amount of polymeric thickener incorporated can be reduced, resulting in a further reduction in setting time. It should be noted that the cement composition for underwater casting according to the present invention contains silica fuum, but when this cement composition is poured, SiO 2 in the silica fume and free lime, which is a hydration product of cement, are mixed.
The pozzolanic reaction with Ca(OH) 2 densifies the internal structure and improves durability (salt damage resistance and freeze-thaw resistance), especially in marine environments. (Test Examples, etc.) Next, the present invention will be specifically explained using various test examples. The cement composition (sample) for underwater casting used in the following test example was prepared by adding water to Portland cement (and silica fuyum) to prepare a cement paste, and adding a polymer thickener (from Daicel Chemical Industries, Ltd.) to this cement paste. A product commercially available under the trade name "Cellcrete H" whose main component is hydroxyethyl cellulose) is added and mixed, based on the cement content of this polymer thickener-containing cement composition. Although this is a mortar in which standard sand is added and mixed in a ratio of 1:2, it should be noted that concrete in which coarse aggregate is added to the mortar can also be subjected to the same test. Reference test example 1 The ratio of water to cement (W/C) is 50%, and the addition rate of polymer thickener (weight % of polymer thickener to unit water amount) is 0.05, 1.0, and 1.5%. When each sample was prepared and the setting time (initial and final) was measured at room temperature (20°C), the results shown in Figure 1 were obtained. The initial setting time for the sample without the addition of polymeric thickener was 4.5 hours, and the final setting time was 7.2 hours.
time, whereas the addition rate of polymeric thickener is 1.5
%, and the setting start time for the conventional standard sample was 10.2 hours, and the end time of setting was 13.5 hours, and both the start and end times were delayed by about 6 hours by the addition of the polymer thickener. There was found. Reference test example 2 Samples with a water-to-cement ratio (W/C) of 55% and various addition rates of polymer thickener were prepared, and about 2 kg of each sample was shaped into dumplings. , a tube filled with tap water (diameter 200 mm, length
After 30 seconds of falling, the turbidity of the water was measured at a position 1200 mm below the water surface and plotted on a graph, and the results shown in Figure 2 were obtained. When the acceptable standard for turbidity is set at 50 ppm or less, it can be seen from the inflection point of the turbidity curve in the graph of FIG. 2 that the addition rate of the polymeric thickener should be about 1.5% or more. Test example 1 The ratio of water to cement (W/C) or the ratio of water to cement and silica fuyum (W/C+F) is 55
%, and the mixing rate of silica fuyum is 0-20%.
Samples varied within the range of (mixed proportion to cement weight) and W/C+F of 55%, polymer thickener addition rate of 1.5%, and silica fume mixing rate of 0- Samples varying within a range of 20% were prepared, and the setting time (initial and final) of each sample was measured at room temperature (20%).
℃), the results shown in FIG. 3 were obtained. From the graph shown in Figure 3, it can be seen that the addition of silica fume has no effect on shortening the setting time for ordinary samples to which no polymeric thickener is added, but when a polymeric thickener is added, the so-called Regarding the samples for underwater casting, it is found that as the mixing rate of silica fuyum increases, the setting time is shortened, that is, the setting time is shortened by about 3 hours at a mixing rate of 10%, and about 5 hours at a mixing rate of 20%. . It should be noted that when the silica fuyum content approaches 20%, the viscosity of the sample composition becomes extremely high, causing difficulty in workability, so from the viewpoint of workability, the silica fuyum content should be kept at about 10%. It was also revealed. Test Example 2 In view of the results of Test Example 1, the mixing rate of silica fuyum was set to 10%, the ratio of water to cement and silica fuum (W/C + F) was 50 and 55%, respectively, and no polymer thickener was used. Samples were prepared with various addition rates, and the coagulation time of each sample was measured at room temperature (20°C). On the other hand, the setting time was similarly measured for a control sample without the addition of silica fume, and the setting time ratio of each test sample was plotted using the control sample's setting time as the standard (1.0), and the results were as shown in Figure 4. was gotten. The coagulation time ratio of each test sample was 0.7-0.8, and it was found that if the silica fuyum content was 10%, the coagulation time could be shortened by about 20-30%. In addition, the sample was prepared by changing W/C+F within the range of 40-50% and by setting the temperature condition to a low temperature range of 5-20℃ (the addition rate of polymer thickener to the test sample was 0.8%).
When the setting time was measured and the setting time ratio was plotted in the same manner as above, the results shown in FIGS. 5 and 6 were obtained. The coagulation time ratio was also about 0.75-8.0 in these test samples, and it was found that the coagulation time could be shortened by about 20-25% with a silica fume mixing rate of 10%. Summarizing the results shown in Figures 4-6, it can be seen that by mixing 10% silica fume, the setting time can be shortened by about 20-30% regardless of the amount of water added or water temperature conditions. Test Example 3 Same as Reference Test Example 2, except that the mixing rate of silica fuyum was not 10%, the ratio of water to cement and silica fuyum (W/C+F) was 55%, and a polymer thickener was added. When the turbidity in water was measured for samples with different ratios, the results shown in FIG. 7 were obtained. From this figure 7, if the turbidity standard is set to 50 ppm, the addition rate of polymer thickener will decrease from 1.5% to 1.1%.
This means that it can be reduced by 0.4%. Test example 4 The ratio of water to cement (W/C) or the ratio of water to cement and silica fuyum (W/C+F) is 50
%, and the contamination rate of silica fuyum is 0 or 10%.
When the setting time of samples with varying addition ratios of polymeric thickeners was measured at room temperature (20°C), the results shown in FIG. 8 were obtained. If we apply the result obtained in Test Example 3, that is, the addition rate of the polymer thickener can be reduced from 1.5% to 1.1%, to the result obtained in Test Example 4, we can see that the polymer thickener It can be seen that the setting time is shortened by about 1 hour as the addition rate of . In other words, the setting time of a sample with a silica fume content of 10% and a polymer thickener addition rate of 1.1% is compared to a conventional sample with a polymer thickener addition rate of 1.5%. Considering the above results and the results shown in Test Example 1, the time will be reduced by about 1+about 3 hours. Cost estimation example Ratio of water to cement and silica fuyum (W/
C+F) is 50%, the unit water amount is 200Kg/ m3 , the cement is set to the standard value of 400Kg/ m3 , and the silica fuyum mixing rate is 10%. Cement for underwater pouring according to the present invention Regarding the composition and the conventional cement composition for underwater casting when silica fuyum is not blended and the addition rate of polymer thickener is 1.5%, cement: 15 yen/Kg, polymer thickener: 4,500 yen/ The results of cost calculations assuming 60-70 yen/kg of silica fuyum are shown in Table 1 below, and the cement composition according to the present invention can reduce the cost by 1400 yen/ m3 compared to the conventional one. found.

【表】 試験例 5 水とセメント及びシリカフユームとの比(W/
C+F)を50%とし、シリカフユームの混入率を
10%とし且つ高分子増粘剤の添加率を1.1%とな
した本発明による1:2モルタル組成物(被験
品)と、水とセメントとの比(W/C)を50%と
し且つ高分子増粘剤の添加率を1.5%となした従
来の1:2モルタル組成物(対照品)とをそれぞ
れ調製し、手作業による作業性(施工性)を調べ
たつ結果は下記の表2に示される通りであり、シ
リカフユームの混入及び高分子増粘剤の使用量低
減により作業性が可成改善されることが判明し
た。
[Table] Test Example 5 Ratio of water to cement and silica fuyume (W/
C + F) is 50%, and the mixing rate of silica fuyum is
A 1:2 mortar composition (test product) according to the present invention in which the ratio of water to cement was 10% and the addition rate of polymeric thickener was 1.1%, and a high A conventional 1:2 mortar composition (control product) with a molecular thickener addition rate of 1.5% was prepared, and the manual workability (workability) was investigated. The results are shown in Table 2 below. As shown, it was found that the workability was considerably improved by incorporating silica fume and reducing the amount of polymer thickener used.

【表】【table】

【表】 (発明の効果) 本発明による水中打設用のセメント組成物は水
中を運搬中におけるセメント分の流出を有効に抑
制することができ且つ凝結時間を短縮させること
ができるので強度が早期に発現し、従つて水流に
よる悪影響を受け難い。更に高分子増粘剤の添加
率を低減し得、その結果凝結時間の一層の短縮と
コストの低減とをもたらすことができる。 殊に、本発明による水中打設用のセメント組成
物に配合されるシリカフユームにおけるSiO2
メントの水和生成物であるCa(OH)2とポゾラン
反応して内部組織を緻密化させるので形成される
セメント構造体は塩害等に対する耐久性が向上
し、従つて本発明によるセメント組成物は海洋環
境下で用いるのに殊に適すると謂う特殊な利点を
有している。
[Table] (Effects of the invention) The cement composition for underwater casting according to the present invention can effectively suppress the outflow of cement components during transportation in water, and can shorten the setting time, so that the strength can be increased quickly. Therefore, it is hardly affected by the adverse effects of water flow. Furthermore, the addition rate of polymeric thickener can be reduced, resulting in further shortening of setting time and cost reduction. In particular, it is formed because the silica fume blended into the cement composition for underwater casting according to the present invention undergoes a pozzolanic reaction with Ca(OH) 2 , which is a hydration product of SiO 2 cement, to densify the internal structure. The cement structure has an increased resistance to salt damage, etc., and the cement composition according to the invention therefore has special advantages that make it particularly suitable for use in marine environments.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は高分子増粘剤の添加率とセメント組成
物の凝結時間との関係を示すグラフ、第2図はセ
メント組成物を水中に自由落下させた場合の、セ
メント組成物への高分子増粘剤の添加率と水中濁
度との関係を示すグラフ、第3図はセメント組成
物へのシリカフユームの混入率とセメント組成物
の凝結時間との関係を示すグラフ、第4図はシリ
カフユーム無混入のセメント組成物の凝結を基準
とした、シリカフユーム混入率10%のセメント組
成物の凝結時間比と、高分子増粘剤の添加率との
関係を示すグラフ、第5図は水とセメントとの比
と凝結時間との関係並びにシリカフユーム無混入
のセメント組成物の凝結時間を基準とした、シリ
カフユーム混入率10%のセメント組成物の凝結時
間比と、水とセメントの比との関係を示すグラ
フ、第6図はセメント組成物の温度と凝結時間と
の関係並びにシリカフユーム無混入のセメント組
成物の凝結時間を基準とした、シリカフユーム混
入率10%のセメント組成物の凝結時間比とセメン
ト組成物の温度との関係を示すグラフ、第7図は
第2図と同様の、但しシリカフユーム混入率を10
%となしたセメント組成物における高分子増粘剤
の添加率と水中濁度との関係を示すグラフ、第8
図はシリカフユーム混入率が0及び10%のセメン
ト組成物における高分子増粘剤の添加率と凝結時
間との関係を示すグラフである。
Figure 1 is a graph showing the relationship between the addition rate of a polymer thickener and the setting time of a cement composition, and Figure 2 is a graph showing the relationship between the addition rate of a polymer thickener and the setting time of a cement composition. A graph showing the relationship between the addition rate of thickener and water turbidity. Figure 3 is a graph showing the relationship between the mixing rate of silica fuyum in a cement composition and the setting time of the cement composition. Figure 4 is a graph showing the relationship between the addition rate of silica fuyum and the setting time of the cement composition. Figure 5 is a graph showing the relationship between the setting time ratio of a cement composition containing 10% silica fume and the addition rate of polymer thickener, based on the setting of the mixed cement composition. Graph showing the relationship between the setting time ratio of a cement composition containing 10% of silica fuyum and the ratio of water to cement based on the setting time of a cement composition containing no silica fuyum. , Figure 6 shows the relationship between the temperature and setting time of the cement composition, and the setting time ratio of the cement composition containing 10% silica fuum and the setting time of the cement composition, based on the setting time of the cement composition without silica fuum. The graph showing the relationship with temperature, Figure 7, is the same as Figure 2, except that the silica fume content is 10%.
Graph showing the relationship between the addition rate of a polymer thickener in a cement composition and the turbidity in water, expressed as %, No. 8
The figure is a graph showing the relationship between the addition rate of the polymer thickener and the setting time in cement compositions containing 0 and 10% silica fume.

Claims (1)

【特許請求の範囲】 1 セメントを主材としヒドロキシエチルセルロ
ースを主成分とする高分子増粘剤が混練に使用さ
れる水の重量基準で0.9〜1.2%添加され、かつセ
メントの重量基準でシリカフユームが5〜20%配
合されていることを特徴とする、水中打設用のセ
メント組成物。 2 シリカフユームの配合量がセメントの重量基
準で約10%であることを特徴とする、特許請求の
範囲第1項に記載の水中打設用のセメント組成
物。
[Scope of Claims] 1. A polymer thickener mainly composed of cement and hydroxyethylcellulose is added in an amount of 0.9 to 1.2% based on the weight of water used for kneading, and silica fuyum is added based on the weight of the cement. A cement composition for underwater placement, characterized by containing 5 to 20%. 2. The cement composition for underwater casting according to claim 1, wherein the amount of silica fuyum is about 10% based on the weight of cement.
JP60237467A 1985-10-25 1985-10-25 Cement composition for underwater construction Granted JPS62100468A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60237467A JPS62100468A (en) 1985-10-25 1985-10-25 Cement composition for underwater construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60237467A JPS62100468A (en) 1985-10-25 1985-10-25 Cement composition for underwater construction

Publications (2)

Publication Number Publication Date
JPS62100468A JPS62100468A (en) 1987-05-09
JPH0519499B2 true JPH0519499B2 (en) 1993-03-16

Family

ID=17015763

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60237467A Granted JPS62100468A (en) 1985-10-25 1985-10-25 Cement composition for underwater construction

Country Status (1)

Country Link
JP (1) JPS62100468A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0830390B2 (en) * 1988-09-19 1996-03-27 関西電力株式会社 Method for reducing ground resistance of hollow cylinder
US6653373B2 (en) * 1998-07-24 2003-11-25 Applied Materials Technologies, Inc. Method for treating a swimming pool surface

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61256954A (en) * 1985-05-08 1986-11-14 信越化学工業株式会社 cement composition

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