JPH0211543B2 - - Google Patents
Info
- Publication number
- JPH0211543B2 JPH0211543B2 JP16770286A JP16770286A JPH0211543B2 JP H0211543 B2 JPH0211543 B2 JP H0211543B2 JP 16770286 A JP16770286 A JP 16770286A JP 16770286 A JP16770286 A JP 16770286A JP H0211543 B2 JPH0211543 B2 JP H0211543B2
- Authority
- JP
- Japan
- Prior art keywords
- molding
- crushed
- weight
- waste
- small amount
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000002699 waste material Substances 0.000 claims description 19
- 239000000203 mixture Substances 0.000 claims description 17
- 239000000843 powder Substances 0.000 claims description 17
- 238000000465 moulding Methods 0.000 claims description 12
- 239000011230 binding agent Substances 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 6
- 238000001125 extrusion Methods 0.000 claims description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 14
- 238000000034 method Methods 0.000 description 14
- 239000004568 cement Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 239000004576 sand Substances 0.000 description 6
- 238000005056 compaction Methods 0.000 description 5
- 239000004575 stone Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000010881 fly ash Substances 0.000 description 4
- 239000000377 silicon dioxide Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000010802 sludge Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 238000012669 compression test Methods 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000007670 refining Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000011396 hydraulic cement Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
- 238000009628 steelmaking Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
(産業上の利用分野)
本発明は、無機質粉体廃棄物に少量の水硬性結
合材を加えて建材用ブロツク、道路路盤、構造物
裏込、築堤躯体等の土木建築用資材などに供する
成型品の製造もしくは硬化体の構築方法に関する
ものである。
(従来技術)
従来、砕砂の製造で発生する石粉、硅砂精製の
際に発生する廃微砂、製鋼電気炉から発生する還
元基スラグ粒末、生コンクリート工場における排
水処理により発生するセメント水和物を主体とす
るスラツジ(以下生コンクリート排水スラツジと
いう)、石炭火力発電所の排煙処理により発生す
る石膏およびフライアツシユなどは発生量が膨大
でありながら、今日なお利用価置が低いこと、有
効な再生技術がないことなどから、その一部を除
き大半が廃棄処分されているのが現状である。
一方、これら無機質粉体廃棄物を大量に利用で
きる建設工事における再利用の方法として、これ
ら無機質粉体廃棄物にセメント等の結合材を加え
て、流動物状としたものを流し込んで固化させる
方法、少量の水で混合しその混合物を締固め機械
で締固め固化させる方法、造粒機により粒状物を
製造する方法などが提案されているが、流動化固
化物や締固め固化物では十分な強度特性を得るに
は多量の結合材を必要とし、造粒物では砕石に比
べて粒形・粒度に劣つている。また一方これらの
無機質粉体を焼成により焼結もしくは溶融固化し
てその粒状物や破砕物を砕石等の代替品として人
造砕石とすることも試みられている。しかし、こ
のような方法では、高強度を得るためにはセメン
ト等の結合材を多量に用いたり、焼結に多量の熱
エネルギーを消費することから、砕石などと比べ
て著しいコスト高となるわりには、付加価値の低
い用途にしか用いられないことから、非常に不経
済な再生利用でしかなり得なかつた。また、これ
ら無機質粉体廃棄物に適量の結合材と水とを加え
た混合物を道路舗装の路盤として敷均し通常の舗
装機械で締固めた場合、その混合物の水分が少な
ければ混合物中の粒体粒子間の粘着力に欠け転圧
エネルギーを増しても殆ど締固め効果を得ること
ができず、また、多くなると可塑性を増すが通常
の舗装機械ではいわゆるこねかえしにより転圧困
難となるという具合に水分が少なくても多くても
通常の舗装機械での現場締固めは不可能であり、
このため無機質粉体廃棄物を主材として用いて舗
装路盤に用いるなどの再利用は実用化されるには
至らず、簡便で経済性にも優れた再利用価値の高
い技術の出現が望まれていた。
(発明が解決しようとする問題点)
そこで本発明は、従来産業廃棄物として、その
処理に困つていた無機質粉体廃棄物の再生利用技
術において、少量の水硬性結合材と簡単な加工工
程により強度特性と経済性の向上を図るのを目的
としてなされたもので、結合材の混合、混合物の
成型方法にその特徴があり、これら無機質粉体廃
棄物の再生利用に有効な技術を堤供するものであ
る。
(問題を解決するための手段)
すなわち本発明の方法は、無機質粉体廃棄物に
少量の水硬性結合材を加えたものに、少量の水を
加えて均一に混合した混合物(以下一次混合物と
呼ぶ)を、押出し、加圧等の手段により適宣の形
状に成型し、その後の養生により水和反応が進行
し、その圧縮強度が数十Kgf/cm2に達した段階の
硬化体(以下一次硬化体と呼ぶ)を適宣な粒度に
破砕し(例えば30mm以下)、その破砕物100重量部
に対して、前記成型前の混合物を数〜数十重量部
加えて混練後の混合物(以下二次混合物と呼ぶ)
を締固め、成型、養生して硬化強度を発生させた
硬化体(以下二次硬化体と呼ぶ)とすることを特
徴とする水硬性硬化体の製造方法に関するもので
ある。
ここにいう無機質粉体廃棄物とは、岩石粉(破
砕工場の廃棄物など)、フライアツシユ(火力発
電所の廃棄物)、セメント水和物からなる生コン
クリート排水スラツジ、硅砂屑(ガラス用硅砂、
蛙目粘土などの精製における水篩廃棄物)、鋳型
廃砂、鉱滓等があり、水硬性結合材としては、そ
れ自体が結合力をもつものとして、普通ポルトラ
ンドセメント、高炉セメント、フライアツシユセ
メント、シリカセメント等がある。そして、ここ
において添加する水の量は、成型時の可塑性を与
えるものであるから、その添加量は少なくとも成
型が可能で、成型時に水が滲出してこない程度の
ものであつて、その量は粉体重量100部に対して
20〜30重量部であることが好ましい。
それにまた、ここにいう締固めとは、成型品の
製造においては加圧成型機を舗装の路盤に敷設す
るにはマカダムローラ、ニユーマチツクタイヤロ
ーラ、振動ローラ等の転圧機を用いることができ
る。
更に必要に応じて一次混合物或いは二次混合物
の混合の際に凝結、硬化の促進、或いは凝結遅延
の目的で、セメントコンクリート用化学混和材等
を用いることを妨げない。
以下、実施例を挙げて本発明の方法を更に詳細
に説明する。
ところで本発明の方法は以下に示す実施例に限
定されるものではない。
(実施例)
無機質粉末廃棄物つまりここでは、表−1に示
す火力発電所の廃棄物であるフライアツシユの90
重量部乃至は80重量部と水硬性セメントつまりこ
こでは普通ポルトランドセメントの10重量部乃至
は20重量部からなるものに水(含水率35%)を加
えて混練機で均一に混合した後、押出し成型機に
より直径10cm、長さ20cm程度の円筒状に成型の
後、養生して一次硬化体として、次にこの一次硬
化体の圧縮強度が数十Kgf/cm2以上に達した時点
(その結果を表−2に示す。)で破砕機にかけて、
その最大粒径が25mm以下となるように破砕した。
そしてこの破砕物100重量部に対して、前記成型
前における一次混合物を加えて均一に混合し、締
固め成型、養生して二次硬化体を得た。その結果
を表−3に示す。
(Field of Industrial Application) The present invention involves adding a small amount of hydraulic binder to inorganic powder waste and molding it into civil engineering construction materials such as building blocks, road bases, backfilling of structures, and embankment frames. The invention relates to a method for manufacturing a product or constructing a cured product. (Prior art) Conventionally, stone powder generated during the production of crushed sand, waste fine sand generated during silica sand refining, reducing group slag powder generated from electric steelmaking furnaces, and cement hydrate generated from wastewater treatment at ready-mixed concrete factories. Sludge (hereinafter referred to as ready-mixed concrete drainage sludge), gypsum and fly ash generated from the flue gas treatment of coal-fired power plants are produced in huge amounts, but their utility value is still low today, and there is no effective way to recycle them. Due to the lack of technology, most of the materials, except for a few, are currently being disposed of. On the other hand, as a method of reusing these inorganic powder wastes in construction work where a large amount can be used, a method is to add a binder such as cement to these inorganic powder wastes and pour it into a fluid state to solidify it. , a method of mixing with a small amount of water and compacting and solidifying the mixture using a compaction machine, and a method of manufacturing granules using a granulator, but the fluidized solidified product and compacted solidified product are not sufficient. A large amount of binder is required to obtain strength characteristics, and granulated materials are inferior in grain shape and size compared to crushed stone. On the other hand, attempts have also been made to sinter or melt and solidify these inorganic powders by firing, and to use the granules and crushed materials as artificial crushed stone as a substitute for crushed stone. However, in order to obtain high strength, this method requires the use of a large amount of binder such as cement, and consumes a large amount of thermal energy for sintering, so it is significantly more expensive than using crushed stone. Because they can only be used for purposes with low added value, they can only be recycled, which is extremely uneconomical. In addition, when a mixture of these inorganic powder wastes with an appropriate amount of binder and water is spread as a road base and compacted using a normal paving machine, if the water content of the mixture is low, the particles in the mixture will There is a lack of adhesion between the particles, and even if the rolling energy is increased, little compaction effect can be obtained.Also, as the rolling energy is increased, the plasticity increases, but with ordinary paving machines, it becomes difficult to roll due to so-called kneading. Whether the moisture content is low or high, on-site compaction using regular paving machines is impossible.
For this reason, reuse such as using inorganic powder waste as the main material for paving roadbeds has not been put into practical use, and it is hoped that a technology that is simple, economical, and has high reuse value will emerge. was. (Problems to be Solved by the Invention) Therefore, the present invention aims to utilize a small amount of hydraulic binder and a simple processing process in the recycling technology of inorganic powder waste, which has conventionally been difficult to dispose of as industrial waste. This was developed with the aim of improving the strength characteristics and economic efficiency of the inorganic powder waste. It is something. (Means for solving the problem) In other words, the method of the present invention is to create a mixture (hereinafter referred to as a primary mixture) in which a small amount of hydraulic binder is added to inorganic powder waste, and a small amount of water is added to the mixture. The hardened product (hereinafter referred to as "hardened product") is molded into an appropriate shape by extrusion, pressure, etc., and the hydration reaction progresses through subsequent curing, and the compressive strength reaches several tens of kgf/ cm2 . The mixture (referred to as primary hardened material) is crushed to an appropriate particle size (for example, 30 mm or less), and several to several tens of parts by weight of the mixture before molding is added to 100 parts by weight of the crushed material, and the mixture after kneading (referred to as (called secondary mixture)
The present invention relates to a method for manufacturing a hydraulic cured body, which is characterized by compacting, molding, and curing to produce a cured body (hereinafter referred to as a secondary cured body) that generates hardening strength. The inorganic powder wastes mentioned here include rock powder (waste from crushing factories, etc.), fly ash (waste from thermal power plants), raw concrete drainage sludge consisting of cement hydrate, silica sand waste (silica sand for glass, etc.)
Water sieve waste from the refining of frog's eye clay, etc.), mold waste sand, mine slag, etc. Hydraulic binders that have binding strength themselves include ordinary Portland cement, blast furnace cement, fly ash cement, There are silica cements, etc. The amount of water added here is to provide plasticity during molding, so the amount added must be at least such that molding is possible and water does not ooze out during molding. For 100 parts of powder weight
Preferably, it is 20 to 30 parts by weight. In addition, the compaction referred to here refers to compaction machines such as macadam rollers, pneumatic tire rollers, vibrating rollers, etc. that can be used to lay pressure molding machines on the pavement road bed in the production of molded products. . Furthermore, if necessary, chemical admixtures for cement concrete may be used for the purpose of accelerating setting, hardening, or delaying setting when mixing the primary mixture or secondary mixture. Hereinafter, the method of the present invention will be explained in more detail with reference to Examples. However, the method of the present invention is not limited to the examples shown below. (Example) Inorganic powder waste, that is, 90% of fly ash, which is waste from thermal power plants shown in Table 1, is used here.
Water (water content: 35%) is added to a mixture of 80 parts by weight and 10 to 20 parts by weight of hydraulic cement, in this case ordinary Portland cement, mixed uniformly in a kneader, and then extruded. After molding into a cylindrical shape with a diameter of 10 cm and a length of about 20 cm using a molding machine, it is cured to become a primary hardened product. shown in Table 2).
It was crushed so that the maximum particle size was 25 mm or less.
Then, the primary mixture before molding was added to 100 parts by weight of this crushed material, mixed uniformly, compacted, molded, and cured to obtain a secondary cured product. The results are shown in Table-3.
【表】【table】
【表】
※ 日本道路協会のアスフアルト舗装要綱に
おける付録4−7セメント安定処理土の一
軸圧縮試験方法によつた。
[Table] * Based on the unconfined compression test method for cement-stabilized soil in Appendix 4-7 of the Japan Road Association's Asphalt Pavement Guidelines.
【表】
※ 日本道路協会のアスフアルト舗装要綱にお
ける付録4−7セメント安定処理土の
一軸圧縮試験方法によつた。
(発明の効果)
以上のことから明らかなように無機質粉体廃棄
物に少量の水硬性結合材を用いて一体化した固化
体をうる本発明の方法は、多量に発生する無機質
粉体廃棄物の再利用に著しい効果を奏することは
もとより、再生利用の工程における省力化乃至は
省エネルギー化といつたことにおいても優れた効
果を奏するものである。[Table] * Appendix 4-7 of the Japan Road Association's asphalt pavement guidelines for cement-stabilized soil
The uniaxial compression test method was used.
(Effects of the Invention) As is clear from the above, the method of the present invention for obtaining a solidified body of inorganic powder waste using a small amount of hydraulic binder can Not only does it have a remarkable effect on reuse, but it also has an excellent effect on saving labor and energy in the process of recycling.
Claims (1)
えたものに少量の水を加えて均一に練り混ぜ後
に、押出し、加圧等の手段により適宜の形状に成
型し、その後養生によりその成型物の強度が数十
Kgf/cm2以上に達した段階でその硬化物を適宜な
粒度に破砕し、その破砕物100重量部に対して前
記成型前における未硬化混合物を数〜数十重量部
加えて練り混ぜ後締固め、成型、養生して均質な
二次硬化体とすることを特徴とする水硬性硬化体
の製造方法。1 Add a small amount of water to a small amount of hydraulic binder added to inorganic powder waste, mix it uniformly, and then mold it into an appropriate shape by extrusion, pressurization, etc., and then cure it to shape it. The strength of objects is tens of
When the particle size reaches Kgf/cm 2 or more, the cured product is crushed to an appropriate particle size, and several to several tens of parts by weight of the uncured mixture before molding is added to 100 parts by weight of the crushed product, mixed and compacted. A method for producing a hydraulically cured body, which comprises hardening, molding, and curing to obtain a homogeneous secondary cured body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61167702A JPS6325255A (en) | 1986-07-16 | 1986-07-16 | Manufacture of hydraulic set body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61167702A JPS6325255A (en) | 1986-07-16 | 1986-07-16 | Manufacture of hydraulic set body |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6325255A JPS6325255A (en) | 1988-02-02 |
JPH0211543B2 true JPH0211543B2 (en) | 1990-03-14 |
Family
ID=15854629
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61167702A Granted JPS6325255A (en) | 1986-07-16 | 1986-07-16 | Manufacture of hydraulic set body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6325255A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0460950A (en) * | 1990-06-25 | 1992-02-26 | Nec Gumma Ltd | Magnetic head supporting device |
JPH0449353U (en) * | 1990-08-30 | 1992-04-27 |
-
1986
- 1986-07-16 JP JP61167702A patent/JPS6325255A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0460950A (en) * | 1990-06-25 | 1992-02-26 | Nec Gumma Ltd | Magnetic head supporting device |
JPH0449353U (en) * | 1990-08-30 | 1992-04-27 |
Also Published As
Publication number | Publication date |
---|---|
JPS6325255A (en) | 1988-02-02 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |