JPH04270153A - Cement additive and pipe lined with the same - Google Patents
Cement additive and pipe lined with the sameInfo
- Publication number
- JPH04270153A JPH04270153A JP4879991A JP4879991A JPH04270153A JP H04270153 A JPH04270153 A JP H04270153A JP 4879991 A JP4879991 A JP 4879991A JP 4879991 A JP4879991 A JP 4879991A JP H04270153 A JPH04270153 A JP H04270153A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- cement
- pipe
- lined
- lining material
- 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.)
- Pending
Links
- 239000004568 cement Substances 0.000 title claims abstract description 32
- 239000000654 additive Substances 0.000 title abstract 4
- 230000000996 additive effect Effects 0.000 title abstract 4
- 239000000463 material Substances 0.000 claims abstract description 26
- 239000011521 glass Substances 0.000 claims abstract description 20
- 229910052920 inorganic sulfate Inorganic materials 0.000 claims abstract description 8
- 238000004519 manufacturing process Methods 0.000 claims abstract description 8
- 239000000404 calcium aluminium silicate Substances 0.000 claims abstract description 4
- 235000012215 calcium aluminium silicate Nutrition 0.000 claims abstract description 4
- WNCYAPRTYDMSFP-UHFFFAOYSA-N calcium aluminosilicate Chemical compound [Al+3].[Al+3].[Ca+2].[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O WNCYAPRTYDMSFP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 229940078583 calcium aluminosilicate Drugs 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 230000001747 exhibiting effect Effects 0.000 abstract description 2
- 239000007788 liquid Substances 0.000 abstract description 2
- 150000003467 sulfuric acid derivatives Chemical class 0.000 abstract 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 29
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 26
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 15
- 239000000292 calcium oxide Substances 0.000 description 13
- 235000012255 calcium oxide Nutrition 0.000 description 13
- 229910052593 corundum Inorganic materials 0.000 description 12
- 239000002994 raw material Substances 0.000 description 12
- 239000000377 silicon dioxide Substances 0.000 description 12
- 229910001845 yogo sapphire Inorganic materials 0.000 description 12
- 229910052681 coesite Inorganic materials 0.000 description 10
- 229910052906 cristobalite Inorganic materials 0.000 description 10
- 229910052682 stishovite Inorganic materials 0.000 description 10
- 229910052905 tridymite Inorganic materials 0.000 description 10
- 235000012239 silicon dioxide Nutrition 0.000 description 9
- 239000000203 mixture Substances 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000004017 vitrification Methods 0.000 description 7
- 239000003795 chemical substances by application Substances 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 229910001018 Cast iron Inorganic materials 0.000 description 4
- 239000003513 alkali Substances 0.000 description 4
- 239000003607 modifier Substances 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 3
- -1 alkaline earth metal sulfate Chemical class 0.000 description 3
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 description 3
- 238000001816 cooling Methods 0.000 description 3
- 230000007774 longterm Effects 0.000 description 3
- 238000002844 melting Methods 0.000 description 3
- 230000008018 melting Effects 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- RGHNJXZEOKUKBD-SQOUGZDYSA-N D-gluconic acid Chemical compound OC[C@@H](O)[C@@H](O)[C@H](O)[C@@H](O)C(O)=O RGHNJXZEOKUKBD-SQOUGZDYSA-N 0.000 description 2
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 2
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 2
- 239000000920 calcium hydroxide Substances 0.000 description 2
- 235000011116 calcium hydroxide Nutrition 0.000 description 2
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 2
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000004088 foaming agent Substances 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 150000007524 organic acids Chemical class 0.000 description 2
- 235000005985 organic acids Nutrition 0.000 description 2
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Chemical compound [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 2
- FGIUAXJPYTZDNR-UHFFFAOYSA-N potassium nitrate Chemical compound [K+].[O-][N+]([O-])=O FGIUAXJPYTZDNR-UHFFFAOYSA-N 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- KDYFGRWQOYBRFD-UHFFFAOYSA-N succinic acid Chemical compound OC(=O)CCC(O)=O KDYFGRWQOYBRFD-UHFFFAOYSA-N 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 241000554155 Andes Species 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- RGHNJXZEOKUKBD-UHFFFAOYSA-N D-gluconic acid Natural products OCC(O)C(O)C(O)C(O)C(O)=O RGHNJXZEOKUKBD-UHFFFAOYSA-N 0.000 description 1
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 description 1
- 239000005909 Kieselgur Substances 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- KKCBUQHMOMHUOY-UHFFFAOYSA-N Na2O Inorganic materials [O-2].[Na+].[Na+] KKCBUQHMOMHUOY-UHFFFAOYSA-N 0.000 description 1
- OFOBLEOULBTSOW-UHFFFAOYSA-N Propanedioic acid Natural products OC(=O)CC(O)=O OFOBLEOULBTSOW-UHFFFAOYSA-N 0.000 description 1
- 238000003723 Smelting Methods 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric acid Natural products [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000001298 alcohols Chemical class 0.000 description 1
- 229910052783 alkali metal Inorganic materials 0.000 description 1
- 150000001340 alkali metals Chemical class 0.000 description 1
- 150000001447 alkali salts Chemical class 0.000 description 1
- 229910052784 alkaline earth metal Inorganic materials 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- 239000007798 antifreeze agent Substances 0.000 description 1
- 229910001570 bauxite Inorganic materials 0.000 description 1
- 229910021538 borax Inorganic materials 0.000 description 1
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 description 1
- 239000004327 boric acid Substances 0.000 description 1
- 150000001642 boronic acid derivatives Chemical class 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- WUKWITHWXAAZEY-UHFFFAOYSA-L calcium difluoride Chemical compound [F-].[F-].[Ca+2] WUKWITHWXAAZEY-UHFFFAOYSA-L 0.000 description 1
- 229910001634 calcium fluoride Inorganic materials 0.000 description 1
- 159000000007 calcium salts Chemical class 0.000 description 1
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical class O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 150000004649 carbonic acid derivatives Chemical class 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 235000015165 citric acid Nutrition 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 229910001648 diaspore Inorganic materials 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 235000019441 ethanol Nutrition 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000010433 feldspar Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000009477 glass transition Effects 0.000 description 1
- 239000000174 gluconic acid Substances 0.000 description 1
- 235000012208 gluconic acid Nutrition 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000002075 main ingredient Substances 0.000 description 1
- VZCYOOQTPOCHFL-UPHRSURJSA-N maleic acid Chemical compound OC(=O)\C=C/C(O)=O VZCYOOQTPOCHFL-UPHRSURJSA-N 0.000 description 1
- 239000011976 maleic acid Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 229920000609 methyl cellulose Polymers 0.000 description 1
- 239000001923 methylcellulose Substances 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 150000002823 nitrates Chemical class 0.000 description 1
- 235000011007 phosphoric acid Nutrition 0.000 description 1
- 150000003016 phosphoric acids Chemical class 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229910000027 potassium carbonate Inorganic materials 0.000 description 1
- NOTVAPJNGZMVSD-UHFFFAOYSA-N potassium monoxide Inorganic materials [K]O[K] NOTVAPJNGZMVSD-UHFFFAOYSA-N 0.000 description 1
- 235000010333 potassium nitrate Nutrition 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000000634 powder X-ray diffraction Methods 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000009257 reactivity Effects 0.000 description 1
- 238000010583 slow cooling Methods 0.000 description 1
- 229910000029 sodium carbonate Inorganic materials 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 239000004328 sodium tetraborate Substances 0.000 description 1
- 235000010339 sodium tetraborate Nutrition 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000001384 succinic acid Substances 0.000 description 1
- 235000000346 sugar Nutrition 0.000 description 1
- 150000008163 sugars Chemical class 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000011975 tartaric acid Substances 0.000 description 1
- 235000002906 tartaric acid Nutrition 0.000 description 1
- 238000002076 thermal analysis method Methods 0.000 description 1
- VZCYOOQTPOCHFL-UHFFFAOYSA-N trans-butenedioic acid Natural products OC(=O)C=CC(O)=O VZCYOOQTPOCHFL-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Other Surface Treatments For Metallic Materials (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Laminated Bodies (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、土木・建築分野におい
て特に液体輸送用に使用される、ライニング管に関する
。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to lined pipes used in the civil engineering and construction fields, particularly for transporting liquids.
【0002】0002
【従来の技術とその課題】従来、ライニング管は、普通
ポルトランドセメントや膨張セメントを使用したライニ
ング材で鋼管や鋳鉄管をライニングし、蒸気養生して製
造されていた。しかしながら、従来の製造方法では、前
置、昇温、保持、及び降温等の蒸気養生工程に、通常、
7時間以上要するため、生産性の向上が望まれていた。[Prior Art and its Problems] Conventionally, lined pipes have been manufactured by lining steel pipes or cast iron pipes with a lining material usually made of Portland cement or expanded cement, and then curing them with steam. However, in conventional manufacturing methods, steam curing steps such as preheating, heating, holding, and cooling usually involve
Since it takes more than 7 hours, it has been desired to improve productivity.
【0003】本発明者らは、遠心成型してライニングし
た後、蒸気養生を特にしなくても早期に強度発現可能な
ライニング材を検討した結果、特定の組成物を使用する
ことにより前記課題を解決し、なおかつ低温下において
も強度の発現性が非常に良好なものが得られるとの知見
を得て本発明を完成するに至った。[0003] The present inventors investigated a lining material that can quickly develop strength without special steam curing after lining by centrifugal molding, and found that the above problem could be solved by using a specific composition. The present invention was completed based on the knowledge that it was possible to solve the problem and to obtain a product with very good strength development even at low temperatures.
【0004】0004
【課題を解決するための手段】即ち、本発明は、アルミ
ノケイ酸カルシウムガラスと無機硫酸塩を主成分とする
セメント混和材であり、それを用いたライニング材やラ
イニング管であり、さらには、その製造方法である。[Means for Solving the Problems] That is, the present invention is a cement admixture whose main components are calcium aluminosilicate glass and an inorganic sulfate, a lining material and a lining pipe using the same, and furthermore, This is the manufacturing method.
【0005】以下、本発明を詳しく説明する。The present invention will be explained in detail below.
【0006】本発明に係るアルミノケイ酸カルシウムガ
ラス(以下CASガラスという)は、その組成領域とし
て、CaO30〜60重量%、Al2O320〜60重
量%、及びSiO25〜25重量%が好ましく、CaO
30〜55重量%、Al2O330〜60重量%、及び
SiO210〜20重量%がより好ましい。CaOが3
0重量%未満あるいはAl2O3が60重量%を超える
と、急硬性に劣る傾向があり、逆に、CaOが60重量
%を超えるかあるいはAl2O3が20重量%未満であ
ると、凝結調整剤を多量添加しても瞬結してしまい、作
業性の面から好ましくない。また、SiO2が5重量%
未満であると、長期的な強度の伸びが期待できず、逆に
25重量%を超えると初期強度が小さい傾向がある。The calcium aluminosilicate glass (hereinafter referred to as CAS glass) according to the present invention preferably has a composition range of 30 to 60% by weight of CaO, 20 to 60% by weight of Al2O3, and 25 to 25% by weight of SiO.
More preferably 30-55% by weight, Al2O3 30-60% by weight, and 10-20% by weight SiO2. CaO is 3
If CaO is less than 0% by weight or Al2O3 is more than 60% by weight, rapid hardening tends to be poor. Conversely, if CaO is more than 60% by weight or Al2O3 is less than 20% by weight, a large amount of setting modifier may be added. Even if it is used, it will cause instantaneous condensation, which is unfavorable from the viewpoint of workability. In addition, SiO2 is 5% by weight
If it is less than 25% by weight, no long-term strength increase can be expected, and if it exceeds 25% by weight, the initial strength tends to be low.
【0007】なお、一般の工業原料には、MgO、Fe
2O3、TiO2、K2O、及びNa2O等の不純物が
当然含まれている。
これらの不純物は、CaO−Al2O3−SiO2系の
ガラス化領域を拡張することから、10重量%未満まで
の存在は好ましく、また、急硬性、作業性、及び長期強
度の伸び等の諸特性に問題は生じない。また、CASガ
ラス製造の際に、一般的なガラスの融剤であるNaNO
3やKNO3などの硝酸アルカリ、フッ化カルシウム、
及びホウ砂等を加えることは、ガラスの融点を下げるこ
とから好ましい。[0007] General industrial raw materials include MgO, Fe
Impurities such as 2O3, TiO2, K2O, and Na2O are naturally included. Since these impurities expand the vitrification region of the CaO-Al2O3-SiO2 system, their presence is preferably less than 10% by weight, and they also cause problems in various properties such as rapid hardening, workability, and long-term strength growth. does not occur. In addition, when manufacturing CAS glass, NaNO, which is a common glass fluxing agent, is used.
Alkali nitrates such as 3 and KNO3, calcium fluoride,
It is preferable to add borax and the like because it lowers the melting point of the glass.
【0008】ここでいうガラスとは、ASTMの定義に
よると、無機物質の溶融体を結晶化することなく、硬い
状態に冷却したもので、硬くてもろく、貝殻状の割れ目
を作るものである。そして、無色透明なものから、着色
透明又は不透明なものまである。本発明では、熱分析か
ら求められる、「ガラス転移点を示すもの」である。な
お、全てがガラス質である必要はなく、ガラス化率が5
0重量%以上であることが好ましく、70重量%以上が
より好ましく、80重量%以上が最も好ましい。50重
量%未満では、初期強度が小さくなる傾向がある。なお
、ガラス化率は、例えば、本発明においては、CASガ
ラスを、1000℃で2時間加熱して溶融し、その後、
5℃/分の冷却速度で徐冷し、粉末X線回折法により求
めた結晶鉱物のメインピークの面積S0とCASガラス
中の結晶のメインピークの面積Sから式1に従って算出
した。[0008] According to the definition of ASTM, the glass referred to herein is a molten inorganic substance that is cooled to a hard state without crystallization, and is hard and brittle, and forms shell-like cracks. They range from colorless and transparent to colored and transparent or opaque. In the present invention, it is "a substance exhibiting a glass transition point" determined from thermal analysis. It should be noted that it is not necessary that everything is glassy, and the vitrification rate is 5.
It is preferably 0% by weight or more, more preferably 70% by weight or more, and most preferably 80% by weight or more. If it is less than 50% by weight, the initial strength tends to be low. Note that the vitrification rate is determined by, for example, in the present invention, CAS glass is heated at 1000°C for 2 hours to melt it, and then
It was calculated according to Equation 1 from the area S0 of the main peak of crystalline minerals determined by powder X-ray diffraction method after slow cooling at a cooling rate of 5° C./min and the area S of the main peak of crystals in CAS glass.
【0009】[0009]
【式1】[Formula 1]
【0010】CASガラスは、例えば、平均的な化学組
成が、CaO40〜43重量%、MgO5〜8重量%、
Al2O313〜15重量%、及びSiO231〜35
重量%である、冶金や金属製練などで副生する高炉水砕
スラグの組成とは全く異なるものである。また、CAS
ガラスは、アルミナセメントの組成とは全く異なるもの
である。即ち、通常のアルミナセメントのSiO2量は
5重量%未満であり〔笠井順一、コンクリート工学、第
22巻、第8号、第67頁(1984)〕、さらに、ガ
ラス化率は25%を越えることはない〔1964年、ロ
ンドン市アカデミック プレス インコーポレーテ
ッド リミテッド発行、H.F.W.Taylor著
、ザ ケミストリー オブ セメント(The
Chemistry of Cement)、第2巻、
第16頁〕。[0010] CAS glass has, for example, an average chemical composition of 40 to 43% by weight of CaO, 5 to 8% by weight of MgO,
Al2O3 13-15% by weight, and SiO231-35
The composition is completely different from the composition of granulated blast furnace slag, which is a by-product of metallurgy and metal smelting, which is a percentage by weight. Also, CAS
Glass has a completely different composition than alumina cement. That is, the amount of SiO2 in ordinary alumina cement is less than 5% by weight [Junichi Kasai, Concrete Engineering, Vol. 22, No. 8, p. 67 (1984)], and the vitrification rate is more than 25%. There is no [1964, published by City of London Academic Press Incorporated Limited, H. F. W. The Chemistry of Cement by Taylor
Chemistry of Cement), Volume 2,
Page 16].
【0011】本発明に係るCASガラス製造用原料とし
ては、CaO質原料、Al2O3質原料、及びSiO2
質原料が挙げられる。CaO質原料としては、生石灰、
消石灰、及び石灰石等が、また、Al2O3質原料とし
ては、アルミナ、ボーキサイト、ダイアスポア、長石、
及び粘土等が、さらには、SiO2質原料としては、ケ
イ砂、白土、及びケイ藻土等が使用可能である。また、
比較的安価な高炉スラグに、CaO質原料とAl2O3
質原料を補うことも可能である。Raw materials for producing CAS glass according to the present invention include CaO raw materials, Al2O3 raw materials, and SiO2 raw materials.
Examples include quality raw materials. As the CaO raw material, quicklime,
Slaked lime, limestone, etc., and Al2O3 raw materials include alumina, bauxite, diaspore, feldspar,
Furthermore, as the SiO2 raw material, silica sand, clay, diatomaceous earth, etc. can be used. Also,
Relatively cheap blast furnace slag, CaO raw material and Al2O3
It is also possible to supplement with quality raw materials.
【0012】本発明に係るCASガラスは、以上のCa
O質原料、Al2O3質原料、及びSiO2質原料を所
定の割合で配合し、直接通電式溶融炉や高周波炉などを
用いて溶融し、得られた溶融体を圧縮空気や高圧水によ
り吹飛ばす方法、あるいは、水中に流し込む方法などに
より製造される。さらには、ロータリーキルンで溶融し
、急冷することによっても製造することが可能である。
CASガラスの粉末度は細かければ細かいほど反応性が
向上するので好ましく、特に、ブレーン比表面積で3,
000cm2/g以上が好ましい。The CAS glass according to the present invention has the above Ca
A method in which O-based raw materials, Al2O3-based materials, and SiO2-based materials are blended in a predetermined ratio, melted using a direct current melting furnace, high-frequency furnace, etc., and the resulting melt is blown away with compressed air or high-pressure water. Alternatively, it can be manufactured by pouring it into water. Furthermore, it can also be produced by melting it in a rotary kiln and rapidly cooling it. The finer the powder size of CAS glass, the better the reactivity is, and in particular, the Blaine specific surface area is 3,
000 cm2/g or more is preferable.
【0013】本発明に係る無機硫酸塩とは、アルカリ金
属又はアルカリ土類金属の硫酸塩であり、そのうち無水
、半水並びに二水の硫酸カルシウムが好ましく、中でも
II型無水セッコウが特に好ましい。無機硫酸塩の粉末
度は、ブレーン比表面積で2,000〜8,000cm
2/g程度が好ましい。無機硫酸塩の使用量は、CAS
ガラス100重量部に対して、50〜300重量部が好
ましく、100〜200重量部がより好ましい。50重
量部未満では強度発現の面で好ましくなく、300重量
部を越えると膨張性を示し、クラックが発生したり強度
が低下する傾向がある。The inorganic sulfate according to the present invention is an alkali metal or alkaline earth metal sulfate, and among these, anhydrous, hemihydrate and dihydrate calcium sulfates are preferred, and type II anhydrous gypsum is particularly preferred. The fineness of inorganic sulfate is 2,000 to 8,000 cm in Blaine specific surface area.
About 2/g is preferable. The amount of inorganic sulfate used is CAS
It is preferably 50 to 300 parts by weight, more preferably 100 to 200 parts by weight, based on 100 parts by weight of glass. If it is less than 50 parts by weight, it is unfavorable in terms of strength development, and if it exceeds 300 parts by weight, it exhibits expansivity and tends to cause cracks and reduce strength.
【0014】本発明では、CASガラスと無機硫酸塩を
主成分とするセメント混和材を、急硬材として、セメン
トと混和して、ライニング材の初期強度を発現させるも
のである。In the present invention, a cement admixture containing CAS glass and an inorganic sulfate as main components is mixed with cement as a rapid hardening material to develop the initial strength of the lining material.
【0015】本発明に係るセメントとしては、各種ポル
トランドセメントや、それらに高炉スラグ、フライアッ
シュ又はシリカを混合した各種混合セメント、さらには
、中庸熱セメント、白色セメント、及びコロイドセメン
ト等の特殊セメント等が挙げられる。[0015] The cement according to the present invention includes various types of Portland cement, various mixed cements in which blast furnace slag, fly ash, or silica are mixed with them, and special cements such as moderate heat cement, white cement, and colloidal cement. can be mentioned.
【0016】本発明において、セメント混和材の使用量
は、セメント100重量部に対して、10〜50重量部
が好ましい。10重量部未満では初期強度の発現が十分
でなく、50重量部を越えると、ライニング材の寸法安
定性等の長期的な性状が損なわれる恐れがある。In the present invention, the amount of cement admixture used is preferably 10 to 50 parts by weight per 100 parts by weight of cement. If it is less than 10 parts by weight, the initial strength will not be sufficiently developed, and if it exceeds 50 parts by weight, the long-term properties such as dimensional stability of the lining material may be impaired.
【0017】本発明に係る細骨材としては、特に限定さ
れるものではないが、海砂、山砂、及び河川砂等が使用
可能である。そのうち、アルカリ塩類の少ないものが好
ましい。本発明において、細骨材の使用量は、セメント
とセメント混和材の合計100重量部に対して、100
〜500重量部が好ましく、強度発現性や耐久性などの
面から、150〜300重量部がより好ましい。The fine aggregate according to the present invention is not particularly limited, but sea sand, mountain sand, river sand, etc. can be used. Among these, those containing less alkali salts are preferred. In the present invention, the amount of fine aggregate used is 100 parts by weight in total of cement and cement admixture.
It is preferably 500 parts by weight, and more preferably 150 to 300 parts by weight from the viewpoint of strength development and durability.
【0018】また、本発明においては、モルタルやコン
クリートに通常使用される他の混和材料を併用すること
も可能である。他の混和材料としては、例えば、凝結調
整剤、ガラス繊維、カーボン繊維及び鋼繊維等の繊維、
ポリマーエマルジョンやラテックス、着色剤、AE剤、
減水剤、AE減水剤、流動化剤、防錆剤、メチルセルロ
ースなどの保水剤、塩化カルシウムやケイ酸ソーダなど
の防水剤、発泡剤、起泡剤、水酸化カルシウムなどのカ
ルシウム塩、並びに防凍剤等が挙げられ、その中の一種
又は二種以上を、本発明の目的を実質的に阻害しない量
で併用することが可能である。Further, in the present invention, it is also possible to use other admixtures commonly used in mortar and concrete. Other admixtures include, for example, setting modifiers, fibers such as glass fibers, carbon fibers, and steel fibers;
Polymer emulsions, latex, colorants, AE agents,
Water reducing agents, AE water reducing agents, fluidizing agents, rust preventives, water retaining agents such as methylcellulose, waterproofing agents such as calcium chloride and sodium silicate, foaming agents, foaming agents, calcium salts such as calcium hydroxide, and antifreeze agents. etc., and one or more of them can be used in combination in an amount that does not substantially inhibit the object of the present invention.
【0019】凝結調整剤はCASガラス中のCaO含有
量が多く、凝結時間の早い場合に使用される。ここで、
凝結調整剤としては、クエン酸、酒石酸、グルコン酸、
コハク酸、及びマレイン酸等の有機酸又はそれらの塩類
、炭酸ナトリウムや炭酸カリウムなどの炭酸アルカリ、
リン酸類又はその塩類、ホウ酸、ホウ酸アルカリ、アル
ミン酸アルカリ、ケイフッ化物、でん粉、糖類、並びに
、アルコール類等やそれらの混和物が挙げられ、中でも
有機酸の使用が好ましい。凝結調整剤の使用量は、例え
ば、20〜240分程度の適度な可使時間を得るために
、CASガラス100重量部に対して、1〜30重量部
程度が好ましい。The setting modifier is used when the CAS glass has a high CaO content and the setting time is fast. here,
As setting regulators, citric acid, tartaric acid, gluconic acid,
Organic acids such as succinic acid and maleic acid or their salts, alkali carbonates such as sodium carbonate and potassium carbonate,
Examples include phosphoric acids or their salts, boric acid, alkali borates, alkali aluminates, fluorosilicides, starches, sugars, alcohols, and mixtures thereof, among which organic acids are preferably used. The amount of the setting modifier used is preferably about 1 to 30 parts by weight per 100 parts by weight of the CAS glass in order to obtain an appropriate pot life of about 20 to 240 minutes, for example.
【0020】本発明のセメント混和材やライニング材の
混合装置は、特に制限されるものではないが、例えば、
傾胴ミキサー、千代田技研工業社製のオムニミキサー、
V型ミキサー、ヘンシェルミキサー、及びナウターミキ
サー等の既存のいかなる撹拌装置も使用可能である。ま
た、各材料の混合方法は特に制限されるものではなく、
各々の材料を施工時に混合してもよく、予め一部もしく
は全部を混合しておくことも可能である。[0020] The cement admixture and lining material mixing device of the present invention is not particularly limited, but for example,
Tilt mixer, Omni mixer manufactured by Chiyoda Giken Kogyo Co., Ltd.
Any existing stirring device can be used, such as V-mixers, Henschel mixers, and Nauter mixers. In addition, the method of mixing each material is not particularly limited;
Each material may be mixed at the time of construction, or some or all of the materials may be mixed in advance.
【0021】本発明で使用する鋼管は、通常、鋼管や鋳
鉄管であり、遠心成型によりライニング層を形成できれ
ば、特に種類は限定されるものではない。The steel pipe used in the present invention is usually a steel pipe or a cast iron pipe, and the type is not particularly limited as long as a lining layer can be formed by centrifugal forming.
【0022】ライニング方法は、特に制限されるもので
はなく、普通セメントモルタルの遠心成型と同様に行な
うことが可能である。即ち、遠心成型機にセットした鋼
管を回転させながら、ライニング材を連続及び/又は不
連続に投入し、遠心力により管の内面にライニングする
方法であり、1〜50G(重力加速度)程度で成型後、
遊離水を除去し、さらに、1〜50G程度で締め固めを
行なうのが一般的である。The lining method is not particularly limited, and can be carried out in the same manner as centrifugal molding of ordinary cement mortar. In other words, while rotating a steel pipe set in a centrifugal forming machine, lining material is continuously and/or discontinuously introduced, and the inner surface of the pipe is lined by centrifugal force. rear,
It is common to remove free water and then compact the material with a force of about 1 to 50G.
【0023】ライニング層は、1層のみならず2層以上
の多層であっても良く、その厚さは鋼管の口径にもよる
が、通常、2〜20mm程度である。[0023] The lining layer may be not only one layer but also a multilayer of two or more layers, and its thickness is usually about 2 to 20 mm, although it depends on the diameter of the steel pipe.
【0024】[0024]
【実施例】以下、本発明をさらに詳しく説明する。EXAMPLES The present invention will be explained in more detail below.
【0025】実施例1
セメント100重量部と、セメントとセメント混和材の
合計100重量部に対して、45重量部の水を使用して
、表1に示す配合のモルタルを調製し、圧縮強度及び可
使時間を測定した。使用材料と試験方法は次の通りであ
る。結果を表1に併記する。なお、表1の単位は重量部
である。Example 1 A mortar having the composition shown in Table 1 was prepared using 100 parts by weight of cement and 45 parts by weight of water for a total of 100 parts by weight of cement and cement admixture. The pot life was measured. The materials used and test methods are as follows. The results are also listed in Table 1. Note that the units in Table 1 are parts by weight.
【0026】[0026]
【表1】[Table 1]
【0027】
<使用材料>
セメント :アンデスセメント社製 普通ポルトラ
ンドセメント CASガラスA:CaO/Al2O3/
SiO2の重量比は50/40/10、ガラス化率10
0%、ブレー ン比表面積4,00
0cm2/g 〃 B:CaO/Al2O3/
SiO2=40/40/20、ガラス化率100%、ブ
レーン比表面積 4,500cm2
/g 〃 C:CaO/Al2O3/SiO2
=30/45/25、ガラス化率100%、ブレーン比
表面積 4,900cm2/g無機
硫酸塩:II型無水セッコウ、ブレーン比表面積5,9
00cm2/g細 骨 材:新潟県姫川産天然砂2
.5mm下凝結調整剤:電気化学工業社製商品名「デン
カESセッター」主成分オキシカルボン
酸<Materials used> Cement: Ordinary Portland cement manufactured by Andes Cement Co., Ltd. CAS glass A: CaO/Al2O3/
Weight ratio of SiO2 is 50/40/10, vitrification rate is 10
0%, Blaine specific surface area 4,00
0cm2/g 〃 B:CaO/Al2O3/
SiO2=40/40/20, vitrification rate 100%, Blaine specific surface area 4,500cm2
/g 〃 C:CaO/Al2O3/SiO2
=30/45/25, vitrification rate 100%, Blaine specific surface area 4,900 cm2/g Inorganic sulfate: Type II anhydrous gypsum, Blaine specific surface area 5.9
00cm2/g fine aggregate Material: Natural sand 2 from Himekawa, Niigata Prefecture
.. 5mm lower setting regulator: Denki Kagaku Kogyo Co., Ltd. trade name “Denka ES Setter” main ingredient oxycarbon
acid
【0028】(試験方法)
圧縮強度 :JIS R 5201に準じて測定した
。ただし、養生条件は、20℃65%RHと5℃65%
RHである。
可使時間 :硬化し、流動性がなくなった時間。ミキ
サーで全材料を混合後、500ccのビーカーに入れて
静置し、横にしても流れなくなる時間とした。(Test method) Compressive strength: Measured according to JIS R 5201. However, the curing conditions are 20℃65%RH and 5℃65%RH.
It is RH. Pot life: The time it takes to harden and lose its fluidity. After mixing all the materials with a mixer, they were placed in a 500 cc beaker and allowed to stand for a period of time until it stopped flowing even when laid down.
【0029】実施例2
実施例1、実験No.1− 9のモルタルを、200r
pmで回転している内径200mm、長さ600mm、
厚さ5mmの鋳鉄管に投入し、表面を均した。次に、鋳
鉄管の回転を800rpmに上げ、2分間回転させた後
、回転を止め、モルタル表面の水切りを行なってモルタ
ルライニング管とした。なお、ライニング層の厚みは5
mmで、ライニングの状態は良好であった。Example 2 Example 1, Experiment No. 1-9 mortar, 200r
Rotating at pm inner diameter 200mm, length 600mm,
It was poured into a cast iron pipe with a thickness of 5 mm, and the surface was leveled. Next, the rotation of the cast iron pipe was increased to 800 rpm, and after rotating for 2 minutes, the rotation was stopped, and the mortar surface was drained to obtain a mortar-lined pipe. The thickness of the lining layer is 5
mm, and the condition of the lining was good.
【0030】次に、このモルタルライニング管を、20
℃80%RHの養生条件で1週間養生後、長さ200m
mに切断し、水中浸漬、屋外暴露、及びCO2ガス10
体積%、40℃80%RHの各養生条件に放置し、その
状態を観察した。結果を表2に示す。[0030] Next, this mortar lining pipe was
After curing for one week at ℃80%RH, the length is 200m.
cut into 10 m, immersed in water, exposed outdoors, and CO2 gas 10
% by volume, and under each curing condition of 40° C. and 80% RH, and the condition was observed. The results are shown in Table 2.
【0031】[0031]
【表2】[Table 2]
【0032】表2に示されるように、各条件下において
、ライニング層の剥離、クラック発生、及び管内表面の
発錆は認められなかった。As shown in Table 2, under each condition, no peeling of the lining layer, no cracking, and no rusting on the inner surface of the tube was observed.
【0033】[0033]
【発明の効果】本発明のセメント混和材を使用すること
によって、蒸気養生をしなくても、初期強度の発現性が
良好なライニング材が得られ、ライニング管の生産能率
を向上させることができる。[Effects of the Invention] By using the cement admixture of the present invention, a lining material with good initial strength development can be obtained without steam curing, and the production efficiency of lined pipes can be improved. .
Claims (4)
機硫酸塩を主成分とするセメント混和材。[Claim 1] A cement admixture whose main components are calcium aluminosilicate glass and inorganic sulfate.
ント、及び細骨材を含有してなるライニング材。2. A lining material comprising the cement admixture according to claim 1, cement, and fine aggregate.
ライニング層を鋼管の内面に有することを特徴とするラ
イニング管。3. A lined pipe comprising a lining layer made of the lining material according to claim 2 on the inner surface of the steel pipe.
遠心成型し、鋼管の内面に、請求項2記載のライニング
材からなるライニング層をライニングすることを特徴と
するライニング管の製造方法。4. A method for manufacturing a lined pipe, which comprises performing centrifugal molding using the lining material according to claim 2, and lining the inner surface of the steel pipe with a lining layer made of the lining material according to claim 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4879991A JPH04270153A (en) | 1991-02-22 | 1991-02-22 | Cement additive and pipe lined with the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4879991A JPH04270153A (en) | 1991-02-22 | 1991-02-22 | Cement additive and pipe lined with the same |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04270153A true JPH04270153A (en) | 1992-09-25 |
Family
ID=12813273
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4879991A Pending JPH04270153A (en) | 1991-02-22 | 1991-02-22 | Cement additive and pipe lined with the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04270153A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115700327A (en) * | 2022-11-08 | 2023-02-07 | 中国建筑西南设计研究院有限公司 | Anti-corrosion concrete sewage pipeline and preparation method thereof |
-
1991
- 1991-02-22 JP JP4879991A patent/JPH04270153A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115700327A (en) * | 2022-11-08 | 2023-02-07 | 中国建筑西南设计研究院有限公司 | Anti-corrosion concrete sewage pipeline and preparation method thereof |
CN115700327B (en) * | 2022-11-08 | 2024-06-11 | 中国建筑西南设计研究院有限公司 | Anticorrosive concrete sewage pipeline and preparation method thereof |
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