JP2006248896A - Method for manufacturing cao-mgo-sio2-based solidified article - Google Patents
Method for manufacturing cao-mgo-sio2-based solidified article Download PDFInfo
- Publication number
- JP2006248896A JP2006248896A JP2006134790A JP2006134790A JP2006248896A JP 2006248896 A JP2006248896 A JP 2006248896A JP 2006134790 A JP2006134790 A JP 2006134790A JP 2006134790 A JP2006134790 A JP 2006134790A JP 2006248896 A JP2006248896 A JP 2006248896A
- Authority
- JP
- Japan
- Prior art keywords
- cao
- mgo
- sio
- solidified
- ratio
- 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
Images
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
本発明はCaO−MgO−SiO2系固化体に係り、特に強度が高いCaO−MgO−SiO2系固化体に関する。 The present invention relates to a CaO—MgO—SiO 2 solidified body, and particularly to a CaO—MgO—SiO 2 solidified body having high strength.
珪砂等のSiO2系物質にCaO,Ca(OH)2等のCaO系物質を混合してオートクレーブ処理することにより固化体が得られる。 A solidified body can be obtained by mixing a CaO-based material such as CaO or Ca (OH) 2 with an SiO 2 -based material such as silica sand and subjecting it to autoclaving.
本発明は、このSiO2−CaO系固化体の曲げ強度高めることを目的とするものである。 The object of the present invention is to increase the bending strength of the SiO 2 —CaO-based solidified body.
本発明のCaO−MgO−SiO2系固化体は、CaO系物質と、MgO系物質と、SiO2系物質とを含む混合物をオートクレーブ処理して固化させた固化体であって、固化原料中のCaO,MgO及びSiO2の3者の重量含有量の合計を100%とし、この3者の合計100%中に占めるCaOの重量割合をC%とし、MgOの重量割合をM%とした場合、(C+M)が3.7〜50%であり、C/(C+M)比が0.3以上であることを特徴とするものである。 The CaO—MgO—SiO 2 solidified body of the present invention is a solidified body obtained by solidifying a mixture containing a CaO based material, an MgO based material, and a SiO 2 based material by autoclaving. When the total weight content of the three of CaO, MgO and SiO 2 is 100%, the weight ratio of CaO in the total 100% of these three is C%, and the weight ratio of MgO is M%. (C + M) is 3.7 to 50%, and the C / (C + M) ratio is 0.3 or more.
本発明は、SiO2−CaO系固化体のCaO分の一部をMgOによって置換することにより固化体の強度とくに曲げ強度が高まることを知見し、完成したものである。 The present invention has been completed by finding that the strength of the solidified body, in particular the bending strength, is increased by replacing a part of the CaO content of the SiO 2 —CaO-based solidified body with MgO.
本発明のCaO−MgO−SiO2系固化体は、SiO2−CaO系オートクレーブ処理固化体中のCaOの一部をMgOに置換したものであり、このようにすることにより高い曲げ強度を得ることができる。 The CaO—MgO—SiO 2 solidified product of the present invention is obtained by substituting a part of CaO in the SiO 2 —CaO autoclaved solidified product with MgO, and in this way, high bending strength can be obtained. Can do.
本発明において、SiO2系物質としては、非晶質SiO2,結晶質SiO2の他、ケイ砂、キラ微砂、ケイ藻土、粘土、長石、シリカヒューム、ホワイトカーボン、タイル屑、ガラス屑、レンガ屑、スラグ、セメント・コンクリート廃材、石炭灰、汚泥、釉汚泥、汚泥焼却灰、Ca分を抽出後の産業廃棄物(例えばセメント・コンクリート廃材、スラグ、釉汚泥、石炭灰、汚泥焼却灰、ガラス屑のCa分を抽出したもの)等の1種又は2種以上を用いることができる。これらのSiO2系物質とCaO及び/又はMgO系物質とが反応することにより、得られる固化体中に(CaO及び/又はMgO)−SiO2−H2O系固形物質が効率的に生成し、固化体の強度を高めることができる。 In the present invention, as the SiO 2 -based material, amorphous SiO 2 , crystalline SiO 2 , silica sand, glitter fine sand, diatomaceous earth, clay, feldspar, silica fume, white carbon, tile waste, glass waste , Brick scrap, slag, cement / concrete waste, coal ash, sludge, waste sludge, sludge incineration ash, industrial waste after extraction of Ca (eg cement / concrete waste, slag, waste sludge, coal ash, sludge incineration ash 1 type or 2 types or more can be used. By reacting these SiO 2 -based materials with CaO and / or MgO-based materials, (CaO and / or MgO) -SiO 2 -H 2 O-based solid materials are efficiently generated in the obtained solidified body. The strength of the solidified body can be increased.
CaO系物質、MgO系物質としては、CaO,Ca(OH)2,MgO,Mg(OH)2,スラグ及びコンクリート廃材の1種又は2種以上が用いられる。この中でも、CaO系物質としては、CaO,Ca(OH)2が好適であり、MgO系物質としてはMg(OH)2が好ましい。なお、スラグやコンクリート廃材は、SiO2系物質としても作用する。 As the CaO-based material and MgO-based material, one or more of CaO, Ca (OH) 2 , MgO, Mg (OH) 2 , slag, and concrete waste materials are used. Among these, CaO and Ca (OH) 2 are preferable as the CaO-based material, and Mg (OH) 2 is preferable as the MgO-based material. In addition, slag and concrete waste materials also act as SiO 2 -based materials.
固化原料中のCaO,MgO,SiO2の3者の含有量(重量)の合計を100%とし、この3者の合計100%中におけるCaO,MgO,SiO2の重量割合をC%,M%,S%(C+M+S=100)とする。 The total content (weight) of the three of CaO, MgO, and SiO 2 in the solidified raw material is 100%, and the weight ratio of CaO, MgO, and SiO 2 in the total of 100% of these three is C%, M% , S% (C + M + S = 100).
本発明では、CとMとの和(C+M)、Cと(C+M)との比C/(C+M)をそれぞれ次の通りとする。 In the present invention, the sum of C and M (C + M) and the ratio C / (C + M) of C and (C + M) are as follows.
(C+M)は3.7〜50%とし、好ましくは3.7〜49%とし、次に好ましくは、3.7〜40%とし、その次に好ましくは3.7〜35%とし、最も好ましくは3.7〜15%とする。 (C + M) is 3.7 to 50%, preferably 3.7 to 49%, then preferably 3.7 to 40%, and then preferably 3.7 to 35%, most preferably Is 3.7 to 15%.
C/(C+M)は0.3以上とし、好ましくは0.4以上とし、次に好ましくは0.7以上とし、最も好ましくは0.8〜0.995とする。 C / (C + M) is 0.3 or more, preferably 0.4 or more, then preferably 0.7 or more, and most preferably 0.8 to 0.995.
なお、SiO2系物質はCaO系物質やMgO系物質よりも安価であるため、SiO2系物質の量をなるべく多くするのが好ましい。 Since SiO 2 -based materials are less expensive than CaO-based materials and MgO-based materials, it is preferable to increase the amount of SiO 2 -based materials as much as possible.
本発明では、SiO2系物質、CaO系物質及びMgO系物質以外の物質を含んでいても良い。 In the present invention, materials other than SiO 2 materials, CaO materials, and MgO materials may be included.
本発明の固化体を製造するには、原料物質を混合し、プレス成形、鋳込成形、押出成形、流し込み成形等の成形法により所望の形状に成形した後、オートクレーブ処理する。なお、固化原料は特に成形を行なわず、そのままオートクレーブ処理した後、成形し、さらにオートクレーブ処理しても良い。 In order to produce the solidified body of the present invention, the raw materials are mixed, formed into a desired shape by a molding method such as press molding, cast molding, extrusion molding, or casting, and then autoclaved. The solidified raw material may be subjected to autoclave treatment as it is without being molded, and may be molded and further autoclaved.
オートクレーブ処理は、100〜250℃、特に150〜200℃程度の飽和蒸気圧(16kgf/cm2以下)下という比較的緩やかな条件で行なうことができ、その処理時間は通常の場合、2〜20時間、特に5〜10時間程度とされる。 The autoclave treatment can be performed under a relatively mild condition of 100 to 250 ° C., particularly about 150 to 200 ° C. under a saturated vapor pressure (16 kgf / cm 2 or less). Time, especially about 5 to 10 hours.
得られた固化体は、必要に応じて適当な条件で乾燥した後、各種建設・土木材料等として利用される。この固化体は、特にインターロッキングブロックとして用いるのに好適である。 The obtained solidified body is dried under appropriate conditions as required, and then used as various construction / civil engineering materials. This solidified body is particularly suitable for use as an interlocking block.
以下に実施例及び比較例を挙げて本発明をより具体的に説明する。なお、以下の実験において、SiO2系物質としては石英又は非晶質シリカを用い、CaO系物質としては試薬特級CaCO3を1000℃、5時間仮焼したものを用い、MgO系物質としては試薬一級Mg(OH)2を用いた。 Hereinafter, the present invention will be described more specifically with reference to Examples and Comparative Examples. In the following experiments, quartz or amorphous silica is used as the SiO 2 material, a special grade CaCO 3 calcined at 1000 ° C. for 5 hours is used as the CaO material, and a reagent is used as the MgO material. Primary Mg (OH) 2 was used.
また、各試料の曲げ強度の測定は、スパン間距離30mm,クロスヘッドスピード0.5mm/minの3点曲げ強度測定条件で行なった。 Further, the bending strength of each sample was measured under the three-point bending strength measurement conditions with a span distance of 30 mm and a crosshead speed of 0.5 mm / min.
表1,2に示す配合にて原料を乳鉢で乾式混合し、300kgf/cm2で加圧成形して40mm×10mm×約10mm厚さの成形体を得た。 Raw materials were dry-mixed in a mortar with the composition shown in Tables 1 and 2 , and pressure-molded at 300 kgf / cm 2 to obtain a molded body of 40 mm × 10 mm × about 10 mm thickness.
各成形体をオートクレーブに入れ、200℃、10時間処理して固化させた。なお、オートクレーブの容器(2000cc容量)中には蒸留水を300cc入れて飽和蒸気圧にて処理した。 Each molded body was put in an autoclave and treated at 200 ° C. for 10 hours to be solidified. In addition, 300 cc of distilled water was put into an autoclave container (2000 cc capacity) and treated at a saturated vapor pressure.
得られた固化体を60℃で乾燥した後、曲げ強度の測定を行ない結果を表1,2に示した。なお、各成形体のSiO2,CaO,MgO組成比を図1に図示した。 After the obtained solidified body was dried at 60 ° C., the bending strength was measured and the results are shown in Tables 1 and 2. In addition, the SiO 2 , CaO, and MgO composition ratio of each molded body is shown in FIG.
表1,2及び図1より、次のことが明らかである。即ち、(C+M)が50%よりも多くなると、未反応のCa(OH)2、Mg(OH)2が増加し、強度が低下する。また(C+M)が3.7%よりも少なくなっても強度が低下する。C/(C+M)が0.3より小さくなると強度が低下する。 From Tables 1 and 2 and FIG. 1, the following is clear. That is, when (C + M) exceeds 50%, unreacted Ca (OH) 2 and Mg (OH) 2 increase and the strength decreases. Moreover, even if (C + M) is less than 3.7%, the strength is lowered. When C / (C + M) is smaller than 0.3, the strength is lowered.
なお、表1,2において、No.1,6,11,15,22,29,36はMgO系物質を添加していない。No.1〜5,6〜10,11〜14,15〜21,22〜28,29〜35,36〜41はそれぞれ(CaO+MgO)/CaOのモル比を等しくしたシリーズである。各シリーズにおいて、MgOを添加していないNo.1,6,11,15,22,29,36よりも曲げ強度が増加しており、且つ4.9MPa以上のものを○と判定した。なお、4.9MPaという曲げ強度は、インターロッキングブロック協会にて「普通インターロッキングブロック」の規準値として定めた50kgf/cm2以上に対応した値である。No.27については、MgO添加によりNo.22よりも強度が低下しているが、5MPa以上であるので△と判定した。 In Tables 1 and 2, Nos. 1, 6, 11, 15, 22, 29, and 36 are not added with an MgO-based material. Nos. 1 to 5, 6 to 10, 11 to 14, 15 to 21, 22 to 28, 29 to 35, and 36 to 41 are series in which the molar ratio of (CaO + MgO) / CaO is made equal. In each series, the bending strength was higher than those of No. 1, 6, 11, 15, 22, 29, 36 to which MgO was not added, and those of 4.9 MPa or more were judged as ◯. The bending strength of 4.9 MPa is a value corresponding to 50 kgf / cm 2 or more determined as a standard value of “ordinary interlocking block” by the Interlocking Block Association. For No. 27, the strength was lower than that of No. 22 due to the addition of MgO, but it was determined to be Δ because it was 5 MPa or more.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006134790A JP2006248896A (en) | 2006-05-15 | 2006-05-15 | Method for manufacturing cao-mgo-sio2-based solidified article |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006134790A JP2006248896A (en) | 2006-05-15 | 2006-05-15 | Method for manufacturing cao-mgo-sio2-based solidified article |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25243195A Division JP3855283B2 (en) | 1995-09-29 | 1995-09-29 | CaO-MgO-SiO2 solidified body |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2006248896A true JP2006248896A (en) | 2006-09-21 |
Family
ID=37089766
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2006134790A Pending JP2006248896A (en) | 2006-05-15 | 2006-05-15 | Method for manufacturing cao-mgo-sio2-based solidified article |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2006248896A (en) |
-
2006
- 2006-05-15 JP JP2006134790A patent/JP2006248896A/en active Pending
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP4290628B2 (en) | Ultrafast cement composition, superhard mortar composition, and ultrafast grout mortar | |
JPH072536A (en) | Fire brick as bed of tin bath | |
JP2009227574A (en) | Cement composition and method for producing the same | |
JPH10218644A (en) | Acid resistant cement composition | |
JP5583429B2 (en) | Hydraulic composition | |
CZ2005211A3 (en) | Binding mixture containing secondary starting material, process for its preparation and use | |
JP2009184895A (en) | Cement additive and cement composition | |
CN1332128A (en) | Composite flyash-gypsum block (brick) and its production process | |
JP2006248896A (en) | Method for manufacturing cao-mgo-sio2-based solidified article | |
JP3855283B2 (en) | CaO-MgO-SiO2 solidified body | |
JP2003313553A (en) | Soil-stabilizing material and molded product made of soil | |
JP2009221032A (en) | Solid molding containing sludge and method for producing solid molding | |
JP2008290926A (en) | Fired product, cement additive, and cement composition | |
KR20040020494A (en) | Manufacturing method of cement for solidifying industrial waste using waste concrete and the cement thereby | |
JPH10204432A (en) | Material for stabilizing soil | |
JP4554332B2 (en) | Cement composition | |
KR101045341B1 (en) | Method for stabilizing burned ash using carbon dioxide | |
JP4698163B2 (en) | Low alkaline solidifying material composition | |
JP4340671B2 (en) | Acid resistant concrete products | |
RU2230713C2 (en) | Inorganic bond, mix, and a method for manufacturing products | |
JPH07144958A (en) | Production of pottery having continuous pore by utilizing waste | |
JP5759294B2 (en) | Material for immobilizing radioactive iodine, porous concrete for immobilizing radioactive iodine, and method for immobilizing radioactive iodine | |
JP4852506B2 (en) | Cement additive and cement composition | |
JP4516529B2 (en) | Explosion resistant hardened cement and method for producing the same | |
JP4191023B2 (en) | A fly ash expansion inhibitor, a hydraulic composition, a method for producing a fly ash cured product using the same, and a fly ash cured product. |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A131 | Notification of reasons for refusal |
Effective date: 20090421 Free format text: JAPANESE INTERMEDIATE CODE: A131 |
|
A02 | Decision of refusal |
Effective date: 20090825 Free format text: JAPANESE INTERMEDIATE CODE: A02 |