JPS63215541A - Manufacture of concrete preventing accumulations such as water scale - Google Patents
Manufacture of concrete preventing accumulations such as water scaleInfo
- Publication number
- JPS63215541A JPS63215541A JP4584987A JP4584987A JPS63215541A JP S63215541 A JPS63215541 A JP S63215541A JP 4584987 A JP4584987 A JP 4584987A JP 4584987 A JP4584987 A JP 4584987A JP S63215541 A JPS63215541 A JP S63215541A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- water
- cement
- manufacture
- mixed
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 16
- 238000004519 manufacturing process Methods 0.000 title claims description 3
- 238000009825 accumulation Methods 0.000 title description 3
- 230000035508 accumulation Effects 0.000 title 1
- 239000004568 cement Substances 0.000 claims description 13
- KMUONIBRACKNSN-UHFFFAOYSA-N potassium dichromate Chemical compound [K+].[K+].[O-][Cr](=O)(=O)O[Cr]([O-])(=O)=O KMUONIBRACKNSN-UHFFFAOYSA-N 0.000 claims description 8
- 239000002244 precipitate Substances 0.000 claims description 7
- 239000005368 silicate glass Substances 0.000 claims description 7
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 claims description 6
- 239000007864 aqueous solution Substances 0.000 claims description 6
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 claims description 5
- 239000001110 calcium chloride Substances 0.000 claims description 5
- 229910001628 calcium chloride Inorganic materials 0.000 claims description 5
- 229910052804 chromium Inorganic materials 0.000 claims description 5
- 239000011651 chromium Substances 0.000 claims description 5
- 239000000243 solution Substances 0.000 claims description 5
- 239000004115 Sodium Silicate Substances 0.000 claims description 4
- 229910000365 copper sulfate Inorganic materials 0.000 claims description 4
- ARUVKPQLZAKDPS-UHFFFAOYSA-L copper(II) sulfate Chemical compound [Cu+2].[O-][S+2]([O-])([O-])[O-] ARUVKPQLZAKDPS-UHFFFAOYSA-L 0.000 claims description 4
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 4
- 229910052911 sodium silicate Inorganic materials 0.000 claims description 4
- 238000002156 mixing Methods 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 2
- 229940037003 alum Drugs 0.000 claims 1
- 238000010298 pulverizing process Methods 0.000 claims 1
- 239000002245 particle Substances 0.000 description 7
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 6
- 239000000203 mixture Substances 0.000 description 6
- 239000000126 substance Substances 0.000 description 6
- 241000238631 Hexapoda Species 0.000 description 5
- 206010036790 Productive cough Diseases 0.000 description 5
- 230000002378 acidificating effect Effects 0.000 description 5
- 230000009931 harmful effect Effects 0.000 description 5
- 229910052751 metal Inorganic materials 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 208000024794 sputum Diseases 0.000 description 5
- 210000003802 sputum Anatomy 0.000 description 5
- 229910052802 copper Inorganic materials 0.000 description 4
- 239000010949 copper Substances 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 3
- OIDPCXKPHYRNKH-UHFFFAOYSA-J chrome alum Chemical compound [K]OS(=O)(=O)O[Cr]1OS(=O)(=O)O1 OIDPCXKPHYRNKH-UHFFFAOYSA-J 0.000 description 3
- 239000000839 emulsion Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- JJLJMEJHUUYSSY-UHFFFAOYSA-L Copper hydroxide Chemical compound [OH-].[OH-].[Cu+2] JJLJMEJHUUYSSY-UHFFFAOYSA-L 0.000 description 2
- 239000005750 Copper hydroxide Substances 0.000 description 2
- 206010062717 Increased upper airway secretion Diseases 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000460 chlorine Substances 0.000 description 2
- 229910052801 chlorine Inorganic materials 0.000 description 2
- -1 chlorine ions Chemical class 0.000 description 2
- 229910001956 copper hydroxide Inorganic materials 0.000 description 2
- 239000012153 distilled water Substances 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-M hydroxide Chemical compound [OH-] XLYOFNOQVPJJNP-UHFFFAOYSA-M 0.000 description 2
- 239000002917 insecticide Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 150000002739 metals Chemical class 0.000 description 2
- 208000026435 phlegm Diseases 0.000 description 2
- 230000001376 precipitating effect Effects 0.000 description 2
- 238000007790 scraping Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000011550 stock solution Substances 0.000 description 2
- QLOKJRIVRGCVIM-UHFFFAOYSA-N 1-[(4-methylsulfanylphenyl)methyl]piperazine Chemical compound C1=CC(SC)=CC=C1CN1CCNCC1 QLOKJRIVRGCVIM-UHFFFAOYSA-N 0.000 description 1
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 1
- 241001534231 Glyceridae Species 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- WGLPBDUCMAPZCE-UHFFFAOYSA-N Trioxochromium Chemical compound O=[Cr](=O)=O WGLPBDUCMAPZCE-UHFFFAOYSA-N 0.000 description 1
- VDNXILQBKLFION-UHFFFAOYSA-N [K].[Cu] Chemical compound [K].[Cu] VDNXILQBKLFION-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 229910000423 chromium oxide Inorganic materials 0.000 description 1
- VQWFNAGFNGABOH-UHFFFAOYSA-K chromium(iii) hydroxide Chemical compound [OH-].[OH-].[OH-].[Cr+3] VQWFNAGFNGABOH-UHFFFAOYSA-K 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 150000001879 copper Chemical class 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000002384 drinking water standard Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005183 environmental health Effects 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910000765 intermetallic Inorganic materials 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- MODMKKOKHKJFHJ-UHFFFAOYSA-N magnesium;dioxido(dioxo)molybdenum Chemical compound [Mg+2].[O-][Mo]([O-])(=O)=O MODMKKOKHKJFHJ-UHFFFAOYSA-N 0.000 description 1
- 229910044991 metal oxide Inorganic materials 0.000 description 1
- 150000004706 metal oxides Chemical class 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000035755 proliferation Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 1
- 125000005624 silicic acid group Chemical group 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000012085 test solution Substances 0.000 description 1
- 239000010409 thin film Substances 0.000 description 1
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】
[発明の目的コ
(産業上の利用分野)
本発明は水路トンネル例えば水力発電所の導水路、農業
用導水路等のコンクリート壁面に増殖する下等動車によ
る弊害を一掃する水垢等堆積物防止コンクリートの製造
方法に関する。[Detailed Description of the Invention] [Purpose of the Invention (Industrial Application Field) The present invention eliminates the harmful effects caused by lower moving vehicles that proliferate on the concrete walls of waterway tunnels, such as headraces of hydroelectric power plants, agricultural headraces, etc. This invention relates to a method for producing concrete that prevents deposits such as limescale.
(従来技術)
従来、水路のコンクリート、特に水路トンネルには下等
動車、例えばみみず科の極小赤虫がコンクリート壁面の
水垢と共に付着し、この下等動車はコンクリート壁面に
巣造りを始め、そして増殖する。この際下等動車は粘性
のある弱酸性な痰液を排出し、該痰液と共に水垢が練り
合せられ、長期間にコンクリート壁面には30〜100
謔以上の水垢と称せられる積層物が生じ、この結果水路
の通水面積が減少する。また前記痰液の付着により該弱
酸性分によってコンクリートのアルカリ性分が破壊され
てコンクリートは劣化し10〜15年経過すると10〜
20am程度の厚みで崩壊し、コンクリート強度が低下
する等の問題点があった。(Prior art) Conventionally, lower-moving vehicles, such as microscopic bloodworms of the Wormidae family, adhere to the concrete of waterways, especially waterway tunnels, along with limescale on the concrete walls, and these lower-moving vehicles begin to build nests on the concrete walls and multiply. do. At this time, the lower moving vehicle discharges a viscous and weakly acidic sputum fluid, and limescale is mixed with the sputum fluid, and over a long period of time, 30 to 100 phlegm is deposited on the concrete wall.
A layered substance called limescale is formed, and as a result, the water flow area of the waterway is reduced. In addition, due to the adhesion of the sputum liquid, the alkaline content of the concrete is destroyed by the weak acidic content, and the concrete deteriorates.
There were problems such as collapse at a thickness of about 20 am and a decrease in concrete strength.
(発明が解決しようとする問題点)
前記の下等動車による弊害を無くす手段としては手作業
による掻き落し、殺虫剤等が考えられるが、手作業によ
る掻き落し作業では極めて作業効率が悪く、また悪臭等
の悪い環境の中で作業しなければなダない、特に水中に
設けられる水路トンネルでは流水を停止しなければ作業
できない。(Problems to be Solved by the Invention) Manual scraping, insecticides, etc. can be considered as means to eliminate the harmful effects caused by the above-mentioned low-grade moving vehicles, but manual scraping work is extremely inefficient, and Work must be done in a bad environment with foul odors, etc. Particularly in waterway tunnels that are built underwater, work cannot be done unless the water flow is stopped.
一方殺虫剤による下等動車の殺虫、除去作業は比較的簡
単であるが、水路の下流側では浄水場等が飲料水等とし
て採水するため使用することができない問題点がある。On the other hand, the work of killing and removing insects from lower-class vehicles using insecticides is relatively simple, but there is a problem in that downstream of the waterway, water purification plants and the like collect water for drinking water, etc., making it impossible to use the water.
本発明は前記問題点に基づいて成されたものであり、有
害物質を析出することなく水路のコンクリ−1−壁面に
付着する下等動車を殺虫して水路を保護できるコンクリ
ートを提供することを目的とする。The present invention has been made based on the above-mentioned problems, and an object of the present invention is to provide concrete that can protect waterways by killing insects of lower moving vehicles adhering to the concrete walls of waterways without precipitating harmful substances. purpose.
[発明の構成コ
(問題点を解決するための手段)
本発明はけい酸ソーダ水溶液にWit酸銅、塩化カルシ
ウム、クローム明バン、j!クロム酸加里の各水溶液を
加えて混合物、沈澱物を形成し、該混合沈澱物をボルト
ランドセメント。[Structure of the Invention (Means for Solving Problems)] The present invention is based on the invention by adding Wit acid copper, calcium chloride, chrome alum, j! Add each aqueous solution of potassium chromate to form a mixture and precipitate, and use the mixed precipitate as Bortland cement.
砂利等と共に混練する。Mix with gravel, etc.
(作 用)
セメント中に夾持する鉄分等の金属粉末によって発熱す
る凝周期に微小なけい酸ガラス成分から成るガス気泡を
まんべんなく発生させ、コンクリートの崩壊を防止でき
またコンクリート中に夾侍する銅とクロームによって下
等動車を有害物質を析出することなく殺虫できる。(Function) It evenly generates gas bubbles made of minute silicate glass components during the solidification period, which is generated by metal powder such as iron contained in cement, and prevents the collapse of concrete. And chromium can kill insects on low-grade vehicles without precipitating harmful substances.
(実施例) 次に本発明の一実施例を順を追って説明する。(Example) Next, one embodiment of the present invention will be described in order.
第1工程・・・けい酸ソーダ(重ボーメ66度18℃)
1リツトル、硫酸銅水溶液(重ボーメ22度)2リツト
ル、塩化カルシウム水溶液(tボーメ35度)5〜15
リットル望ましくは15リツトルを加えて撹拌を行い、
生じた沈澱を微細に分散させた後、クローム明バン(重
ボーメ20度)1リツトルを加え、再度播砕混合した後
、重クロム酸加里(重ボーメ20度)1リツトルを各々
加えて撹拌混合を行う、該混合によって水酸化銅、塩基
性水酸化クロームを含む沈澱物を砂程度の大きさに分散
させる。1st step... Sodium silicate (heavy Baume 66 degrees 18 degrees Celsius)
1 liter, aqueous copper sulfate solution (22 degrees Baume) 2 liters, aqueous calcium chloride solution (35 degrees Baume) 5-15
Add 15 liters (preferably 15 liters) and stir.
After finely dispersing the resulting precipitate, add 1 liter of chrome alum (20 degrees Celsius Baumé) and mix again, then add 1 liter of potassium dichromate (20 degrees Celsius Baumé) and mix with stirring. By this mixing, the precipitate containing copper hydroxide and basic chromium hydroxide is dispersed to the size of sand.
第2工程・・・前記砂程度の内きさに分散した沈澱物を
コロイド微粉砕機等微粉砕機により微粉末化処理を施し
て淡緑色の乳剤を作る。2nd step: The precipitate dispersed to the size of sand is pulverized using a pulverizer such as a colloid pulverizer to produce a pale green emulsion.
第3工程・・・前記微細化分散した淡緑色の乳剤に塩化
カルシウム(重ボーメ20度)の水溶液10リツトルを
加え原液とする。Third step: Add 10 liters of an aqueous solution of calcium chloride (20 degrees Baumé) to the finely dispersed light green emulsion to obtain a stock solution.
第4工程・・・ボルトランドセメント100鎗に洗砂約
200kg、洗砂利約400kgを空疎した後、前記の
原液5リツトルに清水45リツトルの混合水溶液を添加
混練する。Fourth step: After pouring about 200 kg of washed sand and about 400 kg of washed gravel into 100 bowls of Bortland cement, a mixed aqueous solution of 45 liters of clean water is added to 5 liters of the stock solution and kneaded.
第5工程・・・予め型板を組込むと共に、鉄筋を配設し
たアーチ形の空洞部に混合水溶液を混練したコンクリー
トをコンクリートポンプのホースを介して打設する。Fifth step: A template is installed in advance, and concrete mixed with an aqueous solution is poured into the arch-shaped cavity in which reinforcing bars are placed through the hose of a concrete pump.
第6エ程・・・打設化所定日数、例えば10〜15日後
にコンクリートが固化した後型枠を解体して工事を完了
する。Sixth step: After the concrete has hardened after a predetermined number of days, for example 10 to 15 days, the formwork is dismantled and the construction is completed.
次に前記構成につきその作用を説明する。Next, the operation of the above structure will be explained.
第1〜2工程によって、けい酸ソーダ中に硫酸銅、重ク
ロム酸加里の雨水溶液を加えることにより、その一部に
より水酸化銅及び塩基性水酸化クーロームの沈澱物が生
じる。そして第3〜4工程によって乳剤をボルトランド
セメントに加えて練合すればセメント粒子相互間、或い
は他物間との表面はクローム明バンにより接着促進効果
が与えられ、またセメント粒子間隙はセメント本来の水
酸1ヒカルシウム結晶のみでなく、銅及びクロームの固
形化合物のif&粒子による充填とけい酸ソーダ自身の
接着力が生じる。さらに水和けい酸により密質体を形成
すると共に泥状態中にてセメント中の酸化金属、例えば
酸化鉄または鉄筋の酸化鉄と塩化カルシウムの塩素イオ
ンによってセメント粒子3に対し1粒子の割合で漸時け
い酸ガラス成分による微小な気泡を発生しつつ、該粘着
性の強い気泡を抱合したまま凝固し2〜4時間にして強
固に硬化する。In the first and second steps, by adding a rainwater solution of copper sulfate and potassium dichromate to sodium silicate, a part of the solution forms a precipitate of copper hydroxide and basic coulome hydroxide. Then, in the third and fourth steps, when the emulsion is added to Boltland cement and kneaded, the chrome alum will promote adhesion between the cement particles or between other objects, and the gaps between the cement particles will be filled with the cement particles. Filling with if&particles of solid compounds of copper and chromium as well as monohyrcalcium hydroxide crystals and the adhesion of the sodium silicate itself occur. Furthermore, hydrated silicic acid forms a dense body, and oxidized metals in the cement, such as iron oxide or iron oxide from reinforcing steel, and chlorine ions from calcium chloride, are gradually added to the cement at a ratio of 1 particle to 3 cement particles. While generating minute bubbles due to the silicate glass component, it solidifies with the highly adhesive bubbles conjugated, and is firmly cured in 2 to 4 hours.
この除銅とクロームを主体とする金属化合のイオン物質
が発生する。This copper removal and metallic compound ionic substances mainly composed of chromium are generated.
したがって、下等動車がコンクリート壁面に付着した場
合には、コンクリートにまんべんなく散在した前記けい
酸ガラス成分による気泡及びイオン物質によって、下等
動車が弱酸性の痰液を排出しても、該痰液によるコンク
リートの劣化を防止でき、同時に水垢の堆積、付着を防
止できる。また下等動車がコンクリートの壁面に接触或
いはなめるとコンクリート成分である銅加里によって殺
虫できる。Therefore, when a lower vehicle adheres to a concrete wall, even if the lower vehicle discharges weakly acidic sputum fluid due to the air bubbles and ionic substances caused by the silicate glass component evenly scattered on the concrete, the sputum fluid It can prevent the deterioration of concrete due to water stains, and at the same time prevent the accumulation and adhesion of water scale. In addition, when a low-grade moving vehicle touches or licks a concrete wall, insects can be killed by copper potassium, a component of concrete.
次表は強度試験結果を示しており、曲げ強度、引張強度
、圧縮強度いずれも優れる。The following table shows the strength test results, and the bending strength, tensile strength, and compressive strength are all excellent.
表 2(マグネシウムのモリブデン酸塩と弗化物を併用
した場合) G@!IFII)収 縮 試 験
結 果
さらに、コクリート中に夾持する金属含有の酸化鋼、酸
化クローム、酸化鉄その他の金属の微粉化物と金属含有
のけい酸ガラス成分の気泡混合化物はコンクリートの壁
面にまんべんなく夾在しており、このために下等動車が
壁面に付着してコンクリートの表面を弱酸性の痰液と水
垢の混合物が付着し始めても前記けい酸ガラス成分の薄
膜化によりコンクリート自体が軟化、劣化することはな
く、したがって水垢堆積中の下等動車による巣造りを不
可能とし、下等動車の増殖を防止できる。またコンクリ
ートより有害物質の析出はなく安全性に優れる。Table 2 (When using magnesium molybdate and fluoride together) G@! IFII) Contraction test
As a result, it was found that the bubbly mixture of metal-containing oxide steel, chromium oxide, iron oxide, and other metals contained in the cocrete and the metal-containing silicate glass component was evenly distributed on the concrete wall surface. For this reason, even if a mixture of weakly acidic phlegm and limescale begins to adhere to the surface of concrete due to lower moving vehicles adhering to the wall surface, the concrete itself will not soften or deteriorate due to the thin film of the silicate glass component. Therefore, it is possible to make it impossible for the lower moving vehicles to build nests during limescale accumulation, and to prevent the proliferation of the lower moving vehicles. It is also safer than concrete, with no precipitation of harmful substances.
次表は本発明に係わるコンクリ−I・の留水中の1週間
浸漬によるik露試験の結果である。The following table shows the results of an ik dew test of concrete I according to the present invention, which was immersed in distilled water for one week.
水 質 試 験 結 泉水
質 試 験 結 果(g1考)本発明
に係る液体をモルタルブロック(15asX 15cg
mX4age)を1450 allの蒸発留水で131
1間浸出した液を試験液とした。Water quality test results Spring water
Quality test results (g1 consideration) The liquid according to the present invention was mixed into a mortar block (15asX 15cg
mX4age) with 1450 all evaporated distilled water to 131
The solution leached for 1 hour was used as the test solution.
試験者 財団法人 新潟系環境衛生研究所以上の水質結
果において、はぼ飲料水の基準値内にあり、まな硫酸銅
及び重クロム酸加里を加えて混合沈澱させたにもかかわ
らず、銅、六僅クロムの含有量は飲料水の基準値内にあ
り安全性を確認できる。Tester: Niigata Environmental Health Research Institute The water quality results showed that the water quality was within the drinking water standards, and even though copper sulfate and potassium dichromate were mixed and precipitated, copper, six The content of trace chromium is within the standard value for drinking water, and safety can be confirmed.
尚、本発明は前記一実施例に限定されるものではなく例
えば各水溶液の比重、配合比は室温或いは反応温度等に
基づいて適宜調節せられるものであり、また既設のコン
クリート壁面に例えば2a11程度の本発明に係るコン
クリート層を設けてもよい等種々の変形が可能である。It should be noted that the present invention is not limited to the above-described one embodiment, and for example, the specific gravity and blending ratio of each aqueous solution can be adjusted as appropriate based on the room temperature or reaction temperature. Various modifications are possible, such as a concrete layer according to the present invention may be provided.
〔発明の効果]
本発明は水和けい酸により密質体を結成すると共に泥状
態中にてセメント中の酸化金属と塩化カルシウムの塩素
イオンとの作用によって、けい酸ガラス成分による薄膜
状の気泡がボルトランドセメント3粒子間に対し、1箇
発生させて、コンクリート巾にまんべんなく散在するこ
とによって、下等動車による弱酸性成分によってコンク
リートの軟化を防止でき、コンクリ−I・壁面に付着し
た下等動車を殺虫できる。[Effects of the Invention] The present invention forms a dense body with hydrated silicic acid, and forms thin film-like bubbles due to the silicate glass component by the action of metal oxide in cement and chlorine ions of calcium chloride in the mud state. By generating one spot for every three particles of boltland cement and scattering it evenly over the width of the concrete, it is possible to prevent the concrete from softening due to the weakly acidic components caused by lower moving vehicles, and to prevent concrete from adhering to concrete I and walls. You can kill insects on cars.
Claims (1)
えた混合沈澱物を微粉化した後、該微粉末をボルトラン
ドセメント、水、砂利に混練しコンクリート内にけい酸
ガラス成分の薄膜状気泡を散在することを特徴とする水
垢等堆積物防止コンクリートの製造方法。[Claims] After pulverizing a mixed precipitate obtained by adding aqueous solutions of copper sulfate, calcium chloride, chromium alum, and potassium dichromate to an aqueous sodium silicate solution, the fine powder was mixed with Bortland cement, water, A method for producing concrete that prevents deposits such as limescale, which is characterized by mixing it with gravel and interspersing thin film-like bubbles of a silicate glass component in the concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62045849A JPH0625014B2 (en) | 1987-02-28 | 1987-02-28 | Method for manufacturing concrete for preventing deposits such as scale |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62045849A JPH0625014B2 (en) | 1987-02-28 | 1987-02-28 | Method for manufacturing concrete for preventing deposits such as scale |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63215541A true JPS63215541A (en) | 1988-09-08 |
JPH0625014B2 JPH0625014B2 (en) | 1994-04-06 |
Family
ID=12730657
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62045849A Expired - Lifetime JPH0625014B2 (en) | 1987-02-28 | 1987-02-28 | Method for manufacturing concrete for preventing deposits such as scale |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0625014B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100362199C (en) * | 2005-11-22 | 2008-01-16 | 沈阳建筑大学 | Method for making in-situ foamed concrete thermal-insulation floor |
-
1987
- 1987-02-28 JP JP62045849A patent/JPH0625014B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100362199C (en) * | 2005-11-22 | 2008-01-16 | 沈阳建筑大学 | Method for making in-situ foamed concrete thermal-insulation floor |
Also Published As
Publication number | Publication date |
---|---|
JPH0625014B2 (en) | 1994-04-06 |
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