JP2000072523A - Sulfur concrete product - Google Patents

Sulfur concrete product

Info

Publication number
JP2000072523A
JP2000072523A JP10241525A JP24152598A JP2000072523A JP 2000072523 A JP2000072523 A JP 2000072523A JP 10241525 A JP10241525 A JP 10241525A JP 24152598 A JP24152598 A JP 24152598A JP 2000072523 A JP2000072523 A JP 2000072523A
Authority
JP
Japan
Prior art keywords
sulfur
fine
mineral
mixture
concrete product
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
Application number
JP10241525A
Other languages
Japanese (ja)
Inventor
Tetsuo Niinuma
哲郎 新沼
Shuzo Nakamura
秀三 中村
Hajime Nagayama
肇 永山
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.)
Taiheiyo Cement Corp
Original Assignee
Taiheiyo Cement Corp
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 Taiheiyo Cement Corp filed Critical Taiheiyo Cement Corp
Priority to JP10241525A priority Critical patent/JP2000072523A/en
Publication of JP2000072523A publication Critical patent/JP2000072523A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/36Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing sulfur, sulfides or selenium

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To prepare a sulfur concrete product capable of being demolded immediately after compacting and having strength enabling itself to be handled as a molded product by mixing sulfur with a specific quantity of fine-grain mineral, by heating a mixture up to a temperature of the melting point of sulfur or higher and by compacting it. SOLUTION: This sulfur concrete product is prepared by mixing 1 pt.vol. sulfur with 1-20 pts. vol. fine-grain mineral. The fine-grain mineral is e.g. rock powder, blast furnace slug powder, fly ash, or the like and fly ash is esp. suitable. It is pref. to use a mixture of sulfur passing through a sieve having 0.75 mm mesh size with fine-grain mineral having >=2,000 cm2/g Blaine specific surface area, or to use a product prepared by mixing sulfur with fine-grain mineral and then by crushing the mixture up to >=1,000 cm2/g Blaine specific surface area. It is possible to produce a product sparing decreasing the strength, causing no crack or the like due to shrinkage in cooling and excellent in compactness and surface smoothness even when the content of fine-grain mineral is larger than that of sulfur by adjusting grain sizes of sulfur and fine-grain mineral. The sulfur concrete product may include aggregate.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は硫黄と鉱物質微粉末
からなる硫黄組成物を用いたコンクリート製品に関す
る。より詳しくは、硫黄と鉱物質微粉末を微粉化するこ
とにより鉱物質微粉末の量比を高めてヒビ割れを抑制
し、かつ表面が平滑で耐久性に優れた硫黄コンクリート
製品であって、圧密後に直ちに脱型できる硫黄コンクリ
ート製品を提供するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete product using a sulfur composition comprising sulfur and a fine mineral substance powder. More specifically, it is a sulfur concrete product that has a smooth surface and excellent durability by increasing the quantity ratio of mineral fine powder by pulverizing sulfur and mineral fine powder to suppress cracking. The purpose of the present invention is to provide a sulfur concrete product which can be immediately demolded later.

【0002】[0002]

【従来技術】硫黄に骨材を配合した硫黄モルタルないし
硫黄コンクリートが従来知られている。従来の硫黄コン
クリート製品は、加熱溶融してペースト状になったもの
を型枠に流し込み、冷却して固化させることにより製造
されている。このため型枠から脱型するまでに長時間を
要し、生産性が低い問題がある。
2. Description of the Related Art Conventionally, sulfur mortar or sulfur concrete in which an aggregate is mixed with sulfur has been known. A conventional sulfur concrete product is manufactured by pouring a material that has been heated and melted into a paste into a mold, and then cooling and solidifying it. For this reason, it takes a long time until the mold is released from the mold, and there is a problem of low productivity.

【0003】また、硫黄コンクリートには、硫黄がブリ
ージングとなって骨材と分離するのを防止し、かつ、コ
ンクリートのプラスチシチーを向上させるために鉱物質
粉末(フィラー)が配合されている。このフィラーは硫黄
が冷却固化するときの収縮により生じる巣(空隙)の発生
を防止して強度増進にも寄与する。ただし、フィラー自
体は硬化性を有しないので、通常はフィラーの添加量が
多くなると強度が低下し、また均質な混合物が得られ難
くなる。そこで従来の硫黄コンクリートではフィラーの
添加量は硫黄1体積部に対して1体積部未満のものが多
い。このため、硫黄の固化収縮による空隙の発生を十分
に防止することができず、ヒビ割れを生じ易い問題があ
る。
[0003] Mineral powders (fillers) are added to sulfur concrete in order to prevent sulfur from being breathed and separating from the aggregate, and to improve the plasticity of the concrete. This filler prevents the generation of cavities (voids) caused by shrinkage when the sulfur is cooled and solidified, and also contributes to an increase in strength. However, since the filler itself does not have curability, the strength generally decreases as the amount of the filler added increases, and it is difficult to obtain a homogeneous mixture. Therefore, in conventional sulfur concrete, the amount of filler added is often less than 1 part by volume per 1 part by volume of sulfur. For this reason, the formation of voids due to the solidification shrinkage of sulfur cannot be sufficiently prevented, and there is a problem that cracks are likely to occur.

【0004】[0004]

【発明が解決しようとする課題】本発明は、硫黄コンク
リート製品における従来の上記問題を解決したものであ
り、型枠に打設後、促進養生を必要としないので短時間
に脱型でき、かつ硫黄とフィラーの粒度を調整した好適
な態様のものは、フィラーの混合量が硫黄より多くても
強度低下が少なく、しかもひび割れや空隙を殆ど生じな
い、表面が平滑で緻密性に優れた硫黄コンクリート製品
を提供するものである。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned conventional problems in a sulfur concrete product. Since it does not require accelerated curing after being placed in a mold, it can be demolded in a short time, and The preferred embodiment in which the particle size of the sulfur and the filler is adjusted is a sulfur concrete having a smooth surface and excellent denseness with little decrease in strength even when the mixing amount of the filler is larger than sulfur, and hardly causing cracks and voids. Offer products.

【0005】[0005]

【課題を解決するための手段】すなわち、本発明は以下
の構成からなる硫黄コンクリート製品に関する。 (1)硫黄1体積部に対して鉱物質微粉末1体積部以上
〜20体積部以下を配合した混合物を、硫黄の融点以上
に加熱後、圧密することにより自型性を有する成形体と
したことを特徴とする硫黄コンクリート製品。 (2)硫黄および鉱物質微粉末と共に骨材を含有する混
合物を用いる上記(1)の硫黄コンクリート製品。 (3)硫黄が0.75mm篩全通の粒度を有し、鉱物質微
粉末がブレーン比表面積2000cm2/g以上の粒度を有
する混合物を用いる上記(1)または(2)の硫黄コンクリー
ト製品。 (4)硫黄と鉱物質微粉末とを混合し、粉砕してブレー
ン比表面積1000cm2/g以上としたものを用いる上記
(1)または(2)の硫黄コンクリート製品。
That is, the present invention relates to a sulfur concrete product having the following constitution. (1) A mixture obtained by mixing 1 part by volume or more and 20 parts by volume or less of a mineral fine powder with respect to 1 part by volume of sulfur is heated to the melting point of sulfur or more, and then compacted to obtain a compact having self-formity. A sulfur concrete product characterized by the following. (2) The sulfur concrete product according to the above (1), wherein a mixture containing an aggregate together with sulfur and a mineral powder is used. (3) The sulfur concrete product according to the above (1) or (2), wherein a mixture of sulfur having a particle size of 0.75 mm sieve and a fine mineral powder having a particle size of at least 2000 cm 2 / g of Blaine specific surface area is used. (4) Mixing sulfur and mineral powder and pulverizing the mixture to obtain a Blaine specific surface area of 1000 cm 2 / g or more
(1) or (2) sulfur concrete products.

【0006】[0006]

【発明の実施の態様】以下に本発明を実施形態に基づき
具体的に説明する。本発明の硫黄コンクリート製品は、
硫黄1体積部に対し鉱物質微粉末1体積部以上〜20体
積部を混合したものを、硫黄の融点以上(115℃以上)に
加熱し、圧密することにより圧密後直ちに脱型できる自
型性を有する成形体としたものである。なお、自型性を
有するとは脱型できる強度の成形体であることを云う。
具体的には、脱型後に持ち運びや積み重ね、あるいは簡
単な表面加工を施しても成形体の形が崩れず、好ましく
は、例えば2kg/cm2以上の圧縮強度を有するものであ
る。硫黄と鉱物質微粉末の上記混合物を硫黄の融点以上
に加熱し、硫黄を溶融状態にして圧密することにより、
硫黄が鉱物質微粉末を接着する作用をはたし、乾いた砂
を用いるよりも少量の水を含む砂を用いて成形するほう
が崩れ難いのと同様に自型性の良い成形体となる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below based on embodiments. The sulfur concrete product of the present invention,
A mixture of 1 part by volume of sulfur and 1 part by volume or more to 20 parts by volume of a mineral substance powder is heated above the melting point of sulfur (115 ° C. or more) and compacted. This is a molded article having It should be noted that having the self-molding property means that the molded article has a strength that can be removed from the mold.
Specifically, the molded body does not lose its shape even after carrying out, removing, or carrying out simple surface processing, and preferably has a compressive strength of, for example, 2 kg / cm 2 or more. By heating the above mixture of sulfur and mineral fines above the melting point of sulfur, bringing the sulfur into a molten state and compacting it,
Sulfur acts to bond the fine mineral powder, and a molded article having good self-formity is obtained in the same way as molding using sand containing a small amount of water is less likely to collapse than using dry sand.

【0007】本発明の硫黄として単体硫黄を用いること
ができる。このような硫黄として石油精製の工程で副産
される硫黄を利用することができる。この副産硫黄を利
用することにより産業副産物の有効利用を促進して廃棄
物の低減を図ることができ、環境に対する配慮のうえか
らも好ましい。
[0007] As the sulfur of the present invention, elemental sulfur can be used. As such sulfur, sulfur produced by-product in the oil refining process can be used. By using this by-product sulfur, it is possible to promote effective use of industrial by-products and to reduce waste, which is preferable from the viewpoint of environmental consideration.

【0008】鉱物質微粉末としては、岩石粉、高炉スラ
グ粉、フライアッシュ等を用いることができる。なお、
特にフライアッシュは微粉末であるので粉砕の必要なく
使用でき、産業副産物の有効利用という観点からも本発
明に用いるに最も適した材料の一つである。
[0008] Rock powder, blast furnace slag powder, fly ash and the like can be used as the mineral fine powder. In addition,
In particular, fly ash is a fine powder and can be used without the need for pulverization, and is one of the most suitable materials for use in the present invention from the viewpoint of effective use of industrial by-products.

【0009】本発明の硫黄コンクリート製品は、好まし
くは、(イ)0.75mm篩全通の硫黄とブレーン比表面積
2000cm2/g以上の鉱物質微粉末の混合物、または、
(ロ)硫黄と鉱物質微粉末を混合して粉砕し、そのブレー
ン比表面積を1000cm2/g以上としたものを用いたも
のである。硫黄と鉱物質微粉末を上記粒度に調整するこ
とにより、鉱物質微粉末を硫黄より多く配合しても製品
の強度低下が少なく、冷却収縮によるヒビ割れ等が発生
しない緻密で表面の平滑性に優れた硫黄コンクリート製
品を得ることができる。
[0009] The sulfur concrete product of the present invention is preferably (A) a mixture of sulfur and a mineral fine powder having a Blaine specific surface area of 2000 cm 2 / g or more through a 0.75 mm sieve, or
(B) Sulfur and a mineral substance fine powder are mixed and pulverized to have a Blaine specific surface area of 1000 cm 2 / g or more. By adjusting the sulfur and mineral fine powder to the above particle size, even if the mineral fine powder is blended in more than sulfur, the strength of the product is small and the cracks due to cooling shrinkage etc. Excellent sulfur concrete products can be obtained.

【0010】硫黄および鉱物質微粉末の配合量は、硫黄
1体積部に対して鉱物質微粉末を1体積部以上、好まし
くは1.5体積部以上、より好ましくは2体積部以上が
適当である。鉱物質微粉末が1体積部未満では硫黄が硬
化する際の収縮によりひび割れや空隙が発生する虞があ
る。一方、とくに粒度調整により硫黄1体積部に対して
鉱物質微粉末を2体積部以上としたものは、硫黄の融点
以上に加熱しても混合物が粉体の状態を維持してペース
ト状とはならない。ペーストは空気泡を巻き込み易く、
鉱物質含有量の多いペーストでこの傾向が顕著である。
粉体の状態を維持した上記混合物を加圧圧密することに
より、巻込み空気泡のない成形体を得ることができる。
The compounding amount of the sulfur and the mineral fine powder is 1 part by volume or more, preferably 1.5 parts by volume or more, more preferably 2 parts by volume or more with respect to 1 part by volume of sulfur. is there. When the amount of the fine mineral powder is less than 1 part by volume, cracks and voids may be generated due to shrinkage when sulfur is cured. On the other hand, in particular, when the mineral fine powder is adjusted to 2 parts by volume or more with respect to 1 part by volume of sulfur by adjusting the particle size, the mixture maintains a powdery state even when heated to a temperature higher than the melting point of sulfur, and the paste is formed. No. The paste is easy to entrain air bubbles,
This tendency is remarkable in pastes with a high mineral content.
A compact without entrained air bubbles can be obtained by pressurizing and consolidating the mixture in a powder state.

【0011】鉱物質微粉末の添加量は概ね20体積部以
下が適当であり、好ましくは、予め粒度調整した硫黄と
鉱物質微粉末の混合物を用いる上記(イ)の場合には10
体積部以下が良く、また、硫黄と鉱物質微粉末を混合し
た後に粉砕して粒度調整する上記(ロ)の場合には20体
積部以下が適当である。上記(ロ)の場合には粉砕時に硫
黄が鉱物質微粉末の表面を覆う状態になるので鉱物質微
粉末の添加量が多くても高強度の製品を得ることができ
る。なお、鉱物質微粉末が20体積部を上回ると実用に
適する強度を得るのが難しくなる。
The amount of the fine mineral powder to be added is suitably about 20 parts by volume or less, and preferably 10% in the case of the above (a) using a mixture of sulfur and fine mineral powder whose particle size has been adjusted in advance.
The volume is preferably not more than 20 parts by volume, and in the case of the above (b), in which sulfur is mixed with the fine powder of mineral matter and then pulverized to adjust the particle size, the amount is preferably not more than 20 parts by volume. In the case of (b) above, the sulfur covers the surface of the mineral substance fine powder at the time of pulverization, so that a high-strength product can be obtained even when the amount of the mineral substance powder added is large. When the amount of the mineral fine powder exceeds 20 parts by volume, it is difficult to obtain strength suitable for practical use.

【0012】以上の硫黄と鉱物質微粉末の混合物はさら
に骨材を含有するものでも良い。骨材は通常のセメント
コンクリートに用いられるものを使用できる。骨材の大
きさや配合量は硫黄コンクリート製品の用途や使用目的
にもよるが、概ね、粒径0.15〜40mmのものが適当
であり、その配合量は硫黄と鉱物質微粉末の混合物中4
0〜80容積%が適当である。
The above mixture of sulfur and mineral fine powder may further contain aggregate. As the aggregate, those used for ordinary cement concrete can be used. Although the size and amount of the aggregate depend on the use and purpose of the sulfur concrete product, it is generally appropriate that the particle size is from 0.15 to 40 mm, and the amount is in the mixture of sulfur and fine mineral powder. 4
0-80% by volume is suitable.

【0013】本発明の硫黄コンクリート製品は、硫黄と
鉱物質微粉末の上記混合物を加熱後に加圧圧密すること
により得られる。上記硫黄混合物の加熱は、型枠に硫黄
混合物を投入して型枠内で加熱しても良く、あるいは、
予め硫黄混合物を加熱した後に型枠に打設しても良い。
因みに、型枠に投入してから加熱する方法では型枠の使
用効率が低下するので、製品の生産性を高めるには予め
上記硫黄混合物を硫黄の融点(115℃)以上に加熱して型
枠に打設するのが好ましい。
The sulfur concrete product of the present invention is obtained by heating the above mixture of sulfur and mineral fine powder and then pressing and compacting the mixture. The heating of the sulfur mixture may be performed by charging the sulfur mixture into a mold and heating in the mold, or
After the sulfur mixture is heated in advance, it may be poured into a mold.
By the way, since the use efficiency of the mold is reduced in the method of heating after being charged into the mold, the sulfur mixture is heated in advance to the melting point of sulfur (115 ° C.) or more to enhance the productivity of the product. It is preferable to cast in

【0014】硫黄の融点以上に加熱した上記混合物を圧
密する加圧力は、少なくとも0.01MPa以上が適当であ
る。加圧力の強さに応じて製品の緻密さが増し、強度も
大きくなる。小さい圧力でより効果的に圧密するために
は、加圧時に振動を加えるとよい。加圧後、冷却して本
発明の硫黄コンクリート製品を得る。
The pressure for consolidating the mixture heated above the melting point of sulfur is suitably at least 0.01 MPa. The density of the product increases according to the strength of the pressing force, and the strength also increases. In order to consolidate more effectively with a small pressure, it is preferable to apply vibration during pressurization. After pressurization, it is cooled to obtain the sulfur concrete product of the present invention.

【0015】本発明の硫黄コンクリート製品は鉱物質微
粉末の配合割合が高いので、混合原料を硫黄の融点以上
に加熱しても、従来の硫黄コンクリートのようなペース
ト状にはならず、特に硫黄1体積部に対して鉱物質微粉
末を2体積部以上としたものは、鉱物質微粉末の量が多
いほど粉体の状態を残した塑性体となるので、この混合
物を型枠に打設して圧密することにより、圧密後直ちに
脱型できる強度を有する自型性成形体となる。従って、
本発明の硫黄コンクリート製品は型枠に打設した後に、
従来のような養生を行う必要がなく、加圧圧密して直ち
に脱型でき、短時間で製品を得ることができる。このた
め、型枠の使用回数が高く生産性が向上する。
Since the sulfur concrete product of the present invention has a high mixing ratio of the fine mineral powder, even if the mixed raw material is heated to a temperature higher than the melting point of sulfur, it does not form a paste like conventional sulfur concrete, but particularly sulfur. When the amount of the fine mineral powder is 2 parts by volume or more with respect to 1 part by volume, the more the amount of the fine mineral powder becomes, the more the plastic remains in the powder state. Therefore, this mixture is cast into a mold. By performing the compaction, a self-molding molded body having a strength that can be released immediately after the compaction is obtained. Therefore,
After the sulfur concrete product of the present invention is poured into a formwork,
It is not necessary to carry out curing as in the prior art, and can be immediately removed from the mold by pressurizing and consolidation, and a product can be obtained in a short time. For this reason, the number of uses of the mold is high and productivity is improved.

【0016】このように本発明の硫黄コンクリート製品
は圧密後、直ちに脱型できるので、その製造方法として
押し出し成形を利用することができる。成型器(型枠)の
出口側に必要に応じて簡単な冷却装置を組み込んでおけ
ば、型枠の一方から材料を入れ、ジャッキ等により材料
を加圧圧密しながら押し出すことにより、成形体を効率
よく製造することができる。
As described above, since the sulfur concrete product of the present invention can be released immediately after compaction, extrusion molding can be used as a method for producing the product. If a simple cooling device is installed on the outlet side of the molding machine (form) as needed, the material can be put in from one side of the mold, and the material can be extruded while being pressed and condensed by a jack or the like, and the compact can be formed. It can be manufactured efficiently.

【0017】[0017]

【発明の効果】本発明の硫黄コンクリート製品は養生の
必要が無く自型性を有するので短時間に脱型でき、生産
効率が高い。さらに、本発明の硫黄コンクリート製品は
緻密で耐酸性に優れているので、精錬工場、薬品工場、
食品工場等のように酸を扱う環境、酸性の土壌、河川、
温泉地域や下水道の酸性の水に触れる環境の構造物や成
形体に適する。特にpΗが4以下の酸性環境において、
その耐久性が通常のセメントコンクリートよりも際だっ
て良好である。
As described above, the sulfur concrete product of the present invention does not require curing and has a self-molding property, so that it can be released from the mold in a short time and has high production efficiency. Furthermore, since the sulfur concrete product of the present invention is dense and excellent in acid resistance, a smelting plant, a chemical plant,
Environments that handle acids such as food factories, acidic soils, rivers,
Suitable for structures and compacts in hot spring areas and in environments that come into contact with acidic water from sewers. Especially in an acidic environment where pΗ is 4 or less,
Its durability is significantly better than normal cement concrete.

【0018】具体的には、本発明の硫黄コンクリート製
品は、土木施工用材料として組立土止め(土止め用)壁、
積みブロック(擁壁)、L形擁壁(法面の保護や土止め)、
矢板などに適し、また道路用製品としてU字溝、側溝、
歩車道境界ブロック、L型ブロック、平板、インターロ
ッキングブロック等、建築用製品として建築用ブロッ
ク、パイル、ヒューム管(パイプ)、および魚礁や消波・
防波に用いる方形のブロックなどに好適である。なかで
も、製品全体の断面形状が変わらない製品、例えば、矢
板、U字溝、側溝、歩車道境界ブロック、L型ブロッ
ク、平板、インターロッキングブロック、建築用コンク
リートブロック、パイル、ヒューム管(パイプ)などは加
圧圧密成形に適しており、本発明の製品に適する。であ
る。
[0018] Specifically, the sulfur concrete product of the present invention can be used as an assembling embankment (embankment) wall as a material for civil engineering work.
Stacking block (retaining wall), L-shaped retaining wall (slope protection and earth retaining),
Suitable for sheet piles, etc., and U-shaped grooves, side grooves,
Building blocks, piles, fume pipes, and reefs and wave-dissipating products such as pedestrian road boundary blocks, L-shaped blocks, flat plates, interlocking blocks, etc.
It is suitable for a rectangular block used for breaking a wave. Above all, products whose cross-sectional shape of the whole product does not change, such as sheet piles, U-shaped grooves, side grooves, pedestrian road boundary blocks, L-shaped blocks, flat plates, interlocking blocks, concrete blocks for construction, piles, fume pipes (pipe) And the like are suitable for pressure consolidation molding and are suitable for the product of the present invention. It is.

【0019】[0019]

【実施例】実施例1 粒度が0.75mm篩全通の硫黄(D750)とブレーン比表面
積2800cm2/gのフライアッシュ(D2800)を表1に示す
体積比率に配合し、これをホバートミキサで1分間混合
した後に、この混合物を型枠(径5cm×高10cm)に入れ、
125℃に加熱し、突き棒(径4.9mm)を用いて、0.0
5N/mm2の圧力を加えて圧密した後に直ちに脱型して成
形体を得た。脱型時の成形体の温度は約120℃であ
り、加熱した原料を型枠に投入後、脱型するまでの所要
時間は約7分であった。この成形体を酸性耐久試験に供
した。また、上記粒度の硫黄に代えて5mm篩全通で0.
75mm篩残分が90vol%の硫黄(D5000)を用いた混合物
(試料No.4)、および、上記粒度(D2800)に代えてブレー
ン比表面積1500cm2/gのフライアッシュ(D1500)を用
いた混合物(試料No.5)について同様の供試体を製造して
酸性耐久試験に供した。この酸性耐久試験は供試体(試
料No.1〜5)を酸性溶液(1N塩酸および1N硫酸)に浸漬
し、26週までの重量の減少率と圧縮強度を測定した。
この結果を表2に示した。一方、比較例として、粒度を
調整しない硫黄とフライアッシュを体積混合比(FA/硫
黄)0.5で配合したもの(試料No.6)について同様の試験
を行った。さらに、セメントコンクリート(配合比:W/
C50%,s/a46%、単位量kg/m3:W150,C300,S849,G1039)
を型枠(径5cm×高10cm)に入れ、テーブルパイプによる
振動を与えて成型した後、60℃に3時間保持する蒸気
養生を行って得た成形体(試料No.7)を上記酸性耐久試験
に供した。なお、供試体No.6は、125℃の加熱により
ペースト状となるので加圧圧密できず、型枠に投入後、
木槌で側面軽く叩いて成形し、室温に放置して冷却し
た。これらの結果を表2にまとめて示した。
EXAMPLES Example 1 Sulfur (D750) having a particle size of 0.75 mm through a sieve and fly ash (D2800) having a Blaine specific surface area of 2800 cm 2 / g were blended in the volume ratio shown in Table 1, and this was mixed with a Hobart mixer. After mixing for 1 minute, put this mixture in a mold (diameter 5 cm x height 10 cm)
Heat to 125 ° C and use a plunger (diameter 4.9 mm) to reach 0.0
Immediately after applying a pressure of 5 N / mm 2 to consolidate, the mold was removed to obtain a molded product. The temperature of the molded body at the time of demolding was about 120 ° C., and the time required for removing the mold after the heated raw material was put into the mold was about 7 minutes. This molded product was subjected to an acid durability test. Also, instead of sulfur having the above particle size, a 5 mm sieve was used to pass through the sieve.
Mixture using sulfur (D5000) with 75mm sieve residue 90vol%
(Sample No. 4) and a mixture (sample No. 5) using fly ash (D1500) having a Blaine specific surface area of 1500 cm 2 / g in place of the above particle size (D2800) to produce a similar specimen, It was subjected to a durability test. In this acid durability test, test specimens (sample Nos. 1 to 5) were immersed in an acidic solution (1N hydrochloric acid and 1N sulfuric acid), and the weight reduction rate and compressive strength up to 26 weeks were measured.
The results are shown in Table 2. On the other hand, as a comparative example, the same test was performed on a mixture of sulfur and fly ash whose particle size was not adjusted at a volume mixing ratio (FA / sulfur) of 0.5 (Sample No. 6). In addition, cement concrete (mixing ratio: W /
C50%, s / a46%, unit weight kg / m 3: W150, C300 , S849, G1039)
Was placed in a mold (diameter 5 cm x height 10 cm), molded by vibrating with a table pipe, and then subjected to steam curing at 60 ° C for 3 hours to obtain a molded product (Sample No. 7). Tested. Specimen No. 6 cannot be pressed and consolidated because it becomes a paste by heating at 125 ° C.
It was molded by tapping the sides lightly with a mallet and allowed to cool to room temperature. These results are summarized in Table 2.

【0020】表2に示すように、通常のセメントコンク
リート(試料No.7)に比べて本発明の硫黄コンクリート製
品(試料No.1〜5)は酸に浸漬しても重量が殆ど減少せ
ず、圧縮強度も殆ど変わらない。なお、微細な硫黄(D75
0)を用いたほうがやや粗い硫黄(D5000)を用いたものよ
りも圧縮強度が高く、好ましい。同様にフライアッシュ
の粒度がやや粗いもの(試料No.5)より、微細なフライア
ッシュ(D2800)を用いたほうが圧縮強度が高いので好ま
しい。
As shown in Table 2, the sulfur concrete product of the present invention (samples Nos. 1 to 5) hardly lost its weight even when immersed in acid, as compared with ordinary cement concrete (sample No. 7). Also, the compressive strength hardly changes. In addition, fine sulfur (D75
The use of (0) is preferable since the compressive strength is higher than that of using slightly coarse sulfur (D5000). Similarly, it is preferable to use fine fly ash (D2800) than fly ash having a slightly coarser particle size (sample No. 5) because of its higher compressive strength.

【0021】[0021]

【表1】 [Table 1]

【0022】[0022]

【表2】 [Table 2]

【0023】実施例2 表1に示す試料No.1の硫黄コンクリート製品を用いて1
m角のブロックを製造した場合、1個あたりの平均製造
時間は約1時間であった。一方、表1の比較試料No.6
を用いて同様のブロックを製造した場合には、型枠に打
設後、室温に放置して冷却し脱型するまでの所要時間が
平均4〜5時間であり、また、水をかけて強制冷却した
場合でも脱型までの所要時間は2時間であり、大幅に製
造時間が長かった。
Example 2 Using the sulfur concrete product of sample No. 1 shown in Table 1,
When m-square blocks were manufactured, the average manufacturing time per block was about 1 hour. On the other hand, Comparative Sample No. 6 in Table 1
When a similar block is manufactured using the above method, the average time required for casting and then leaving at room temperature for cooling and demolding is 4 to 5 hours. Even in the case of cooling, the time required for demolding was 2 hours, and the production time was significantly long.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 永山 肇 東京都港区西新橋二丁目14番1号 秩父小 野田株式会社資源事業本部内 Fターム(参考) 4G012 PA01 PA27 PC14 PD01  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Hajime Nagayama 2-14-1, Nishishinbashi, Minato-ku, Tokyo F-term (reference) 4G012 PA01 PA27 PA14

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 硫黄1体積部に対して鉱物質微粉末1体
積部以上〜20体積部以下を配合した混合物を、硫黄の
融点以上に加熱後、圧密することにより自型性を有する
成形体としたことを特徴とする硫黄コンクリート製品。
1. A molded product having a self-forming property by heating a mixture obtained by mixing 1 part by volume or more and 20 parts by volume or less of a mineral substance powder with respect to 1 part by volume of sulfur to a temperature higher than the melting point of sulfur and then consolidating the mixture. A sulfur concrete product characterized by the following.
【請求項2】 硫黄および鉱物質微粉末と共に骨材を含
有する混合物を用いる請求項1の硫黄コンクリート製
品。
2. The sulfur concrete product according to claim 1, wherein a mixture containing an aggregate together with sulfur and mineral fines is used.
【請求項3】 硫黄が0.75mm篩全通の粒度を有し、
鉱物質微粉末がブレーン比表面積2000cm2/g以上の
粒度を有する混合物を用いる請求項1または2の硫黄コ
ンクリート製品。
3. The sulfur has a particle size of 0.75 mm through the sieve,
3. The sulfur concrete product according to claim 1, wherein the mineral fine powder uses a mixture having a particle size of at least 2000 cm 2 / g of Blaine specific surface area.
【請求項4】 硫黄と鉱物質微粉末とを混合し、粉砕し
てブレーン比表面積1000cm2/g以上としたものを用
いる請求項1または2の硫黄コンクリート製品。
4. The sulfur concrete product according to claim 1, wherein sulfur and mineral powder are mixed and pulverized to a Blaine specific surface area of 1000 cm 2 / g or more.
JP10241525A 1998-08-27 1998-08-27 Sulfur concrete product Pending JP2000072523A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Publications (1)

Publication Number Publication Date
JP2000072523A true JP2000072523A (en) 2000-03-07

Family

ID=17075652

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002255623A (en) * 2001-02-28 2002-09-11 Taiheiyo Cement Corp Sulfur composition and its manufacturing method
KR100731805B1 (en) 2006-02-27 2007-06-22 주식회사 대건산업 Corrosion-resistance tube and molding method of the same
WO2009119560A1 (en) 2008-03-25 2009-10-01 新日本石油株式会社 Production method and production system of solidified sulfur
CN101786825A (en) * 2010-03-23 2010-07-28 清华大学 Novel special concrete contraction reducing type compacting agent
KR101333051B1 (en) 2012-01-30 2013-11-26 (재)울산테크노파크 product method of SPB concrete manufacture
KR101746271B1 (en) * 2012-01-27 2017-06-12 사우디 아라비안 오일 컴퍼니 Disposal of Sulfur Through Use as Sand-Sulfur Mortar

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002255623A (en) * 2001-02-28 2002-09-11 Taiheiyo Cement Corp Sulfur composition and its manufacturing method
KR100731805B1 (en) 2006-02-27 2007-06-22 주식회사 대건산업 Corrosion-resistance tube and molding method of the same
WO2009119560A1 (en) 2008-03-25 2009-10-01 新日本石油株式会社 Production method and production system of solidified sulfur
JP2009227551A (en) * 2008-03-25 2009-10-08 Nippon Oil Corp Production method and production device for sulfur solidified body
US8235705B2 (en) 2008-03-25 2012-08-07 Nippon Oil Corporation Apparatus for producing a sulfur concrete substance
CN101786825A (en) * 2010-03-23 2010-07-28 清华大学 Novel special concrete contraction reducing type compacting agent
KR101746271B1 (en) * 2012-01-27 2017-06-12 사우디 아라비안 오일 컴퍼니 Disposal of Sulfur Through Use as Sand-Sulfur Mortar
KR101333051B1 (en) 2012-01-30 2013-11-26 (재)울산테크노파크 product method of SPB concrete manufacture

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