JPS61227954A - Manufacture of high property magma concrete - Google Patents

Manufacture of high property magma concrete

Info

Publication number
JPS61227954A
JPS61227954A JP6802085A JP6802085A JPS61227954A JP S61227954 A JPS61227954 A JP S61227954A JP 6802085 A JP6802085 A JP 6802085A JP 6802085 A JP6802085 A JP 6802085A JP S61227954 A JPS61227954 A JP S61227954A
Authority
JP
Japan
Prior art keywords
volcanic
cement
concrete
fine
water
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
JP6802085A
Other languages
Japanese (ja)
Inventor
岩瀬 嘉市
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP6802085A priority Critical patent/JPS61227954A/en
Publication of JPS61227954A publication Critical patent/JPS61227954A/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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/14Minerals of vulcanic origin

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は未利用資源の火山灰、火山砂、及び火山れき
等のマグマ原料と廃棄物のキラ等とを用い、通常のセメ
ントで常温、常圧のもとに、高物性の建築、土木用コン
クリートを製造する方法に係るものである0 〔従来の技術〕 近時、資源の有限性や省エネ問題等と相俟って廃棄物や
未利用資源の活用と、製造過程における油の節減、例え
ば常温成形法や、得た製品の断熱性、耐久性等による建
造物の省エネ、省資源等が重要な課題となってきたが、
これが実用化されるためには、他に強度等、総合的な高
物性が要求される。かかる観点から、従来よシ火山灰や
火山れきを用いてコンクリートを作る試みがなされてき
たが、それ等はいずれも川砂や砂利等の骨材を単に代替
するのみで同じ混線法に従っていたため、得られたコン
クリートは物性の点で到底構造材等に用いられるもので
はなく、軽量ブロック程度のものが製造されるにすぎな
かった。
[Detailed Description of the Invention] [Field of Industrial Application] This invention uses unused resources such as volcanic ash, volcanic sand, and volcanic rubble as raw materials for magma, and waste materials such as debris, and uses ordinary cement at room temperature. This relates to a method of manufacturing concrete for construction and civil engineering with high physical properties under pressure.0 [Conventional technology] In recent years, combined with the finiteness of resources and energy conservation issues, waste and unused materials are being produced. Utilizing resources and saving oil in the manufacturing process, such as room-temperature molding methods, and energy saving and resource saving of buildings through the insulation and durability of the resulting products have become important issues.
For this to be put into practical use, overall high physical properties such as strength are required. From this point of view, attempts have been made to make concrete using volcanic ash and volcanic rubble, but all of them simply substituted aggregates such as river sand or gravel and followed the same cross-contact method, so they were not profitable. Due to its physical properties, the concrete produced could not be used as a structural material, and only lightweight blocks were manufactured.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

このように従来に於ては、火山灰や火山れきを用いたコ
ンクリートはいくらセメントを増量しても強度不足で、
透水、中性化等の問題もアリ、第5種軽量コンクリート
として非構造材に限定されてきたが、これは第1に、火
山れき自体の圧縮強度が35〜s o kf/d止シで
強度不足であることと、第2に火山れきの表面がガサガ
サの凹凸状発泡面で、混練時、気泡内にセメントや水を
食われてセメントの有効接着量が半減し、作業性も不良
であること等が原因となっていた。
Conventionally, concrete made from volcanic ash or volcanic rubble lacks strength no matter how much cement is added.
Issues such as water permeability and carbonation have been limited to non-structural materials such as Class 5 lightweight concrete, but firstly, the compressive strength of the volcanic rubble itself is 35 to 35 s o kf/d. Second, the surface of volcanic rubble is rough and uneven, and during mixing, cement and water are absorbed into the air bubbles, reducing the effective bonding amount of cement by half, resulting in poor workability. Something was causing it.

〔問題点を解決するための手段〕[Means for solving problems]

本発明はかかる実情に鑑み、従来コンクリートに使用が
制限されていた粒径0.6 wg以下の細骨材である火
山灰等を用いて、従来の火山灰コンクリートは勿論のこ
と、川砂、川砂利コンクリート等の性能をも上回る多目
的部材を完成したものである0 すなわちその構成は、先ず細骨材として火山灰又は火山
砂と、キラ又は同様の細粒とを用い、これ等を湿潤状態
にして後、セメントを加えて空線シし、該細骨材の表面
に予めセメント粒子を強く付着(粘着)させることを第
1の特徴とする。すなわち本発明に於ては単に原料を同
時に混練するのでなく、予め水で湿潤させてから後に粉
末のセメントを加える訳である。なお、前記「湿潤状態
」とは、片手で普通に握って水分の付着力によシ塊状を
呈する程度のものを言い、既にその状態にあるものはそ
のまま原料として用いる。又、[キラjとは、ガラス原
料の硅砂を水洗い精選する際に出る産業廃棄物の一種で
、例えば沈澱槽にヘドロ状に溜ったものやしぼシ器から
排出されるものであシ、地元では「水先」とも呼称され
ている。これは略球状を呈するガラス質の微粒子でアシ
、火山灰のように針状もしくは不定複雑形状を呈するも
のとは対称的である。
In view of these circumstances, the present invention uses volcanic ash, which is a fine aggregate with a grain size of 0.6 wg or less, whose use in conventional concrete has been restricted, to create not only conventional volcanic ash concrete, but also river sand and river gravel concrete. 0 In other words, its composition is that first, volcanic ash or volcanic sand and Kira or similar fine particles are used as fine aggregates, and after they are wetted, The first feature is that cement particles are strongly attached (adhered) to the surface of the fine aggregate by adding cement and drying. That is, in the present invention, the raw materials are not simply kneaded at the same time, but are wetted with water beforehand and then powdered cement is added. Note that the above-mentioned "wet state" refers to a state in which when held normally with one hand, it becomes lumpy due to the adhesive force of water, and if it is already in that state, it can be used as a raw material as is. Also, [Kiraj] is a type of industrial waste that is generated when silica sand, which is a raw material for glass, is washed and selected. It is also called ``mizu pilot''. These are glassy fine particles that are approximately spherical, which is in contrast to reeds and volcanic ash, which have needle-like or irregularly complex shapes.

次にその中にリグリンスルフォン酸系、或いはその他の
界面活性剤等の混和剤(商品名ハイゲルト等が該当する
)及び水を添加するのであるが、その際、強くセメント
が付着した細骨材の表面はヌルヌルした状態になる。又
、セメントは該骨材の表面をとシ囲んだもののみで有効
に作用するため、2〜3倍に増大された計算になるから
、セメント使用量が少なくてすむ訳であシ、それは一種
の微細な外殻層を形成することになる。
Next, admixtures such as ligurin sulfonic acid or other surfactants (trade name such as Hygelt) and water are added, but at this time, fine aggregate with strong cement adhesion is added. The surface becomes slippery. In addition, since cement works effectively only when it surrounds the surface of the aggregate, the amount is increased by 2 to 3 times, so the amount of cement used can be reduced. This results in the formation of a fine outer shell layer.

このように増量されたきめ細かい接着材(モルタル)中
K、後述の火山れき等、無機発泡体を粗骨材として投入
し、スランプ価が例えばOないし151のフレッシュコ
ンクリートを作る。その際、該粗骨材の表面に該細骨材
が付着して、それ自体が大きな外殻層を形成する。従っ
て本コンクリートは、細骨材をとシ囲む外殻層と、それ
が連なって粗骨材をとり囲む外殻層との二重構造体をそ
の骨格とするとみなされうるものである。
Fresh concrete with a slump value of, for example, O to 151 is made by adding the fine-grained adhesive (mortar) medium K and an inorganic foam such as volcanic rubble, which will be described later, as coarse aggregate. At this time, the fine aggregate adheres to the surface of the coarse aggregate and forms a large outer shell layer. Therefore, this concrete can be considered to have a double structure as its skeleton, consisting of an outer shell layer that surrounds fine aggregate, and an outer shell layer that is connected to the outer shell layer and surrounds coarse aggregate.

なお、ここに粗骨材として用いる火山れきにはふるい分
けや精選する過程に発生する廃棄物(ダスト)の細粒を
も含めていることも特徴の1つであって、それは粒径0
.01〜5fl程度のものであるが、火山灰とはその起
源を異にするところの固くてやや重い火山れきの分身で
あシ、微細な無機発泡体である。これに5〜30鱈位の
大きな火山れきを混在させて、粗骨材として用いるので
ある。
One of the characteristics of the volcanic rubble used as coarse aggregate here is that it also contains fine particles of waste (dust) generated during the sieving and selection process, and this is due to the particle size of 0.
.. Although it is about 0.01 to 5 fl, it is a part of hard and somewhat heavy volcanic rubble, which has a different origin from volcanic ash, and is a fine inorganic foam. This is mixed with large volcanic rubble of about 5 to 30 pieces and used as coarse aggregate.

次にかかるフレッシュコンクリートを所定型枠内に打設
する。その際、前記のようにスランプ価が0、もしくは
151以下ときわめて低いにもかかわらず、少しの振動
を加えると、本フレッシュコンクリートは驚異的な流動
性を発揮し、型枠の隅々まで充填される。これを締固め
、常温゛養生して硬化させ、通常4週目の圧縮強度とさ
れる200kg7at以上を1週目で発現させることが
できた。
Next, this fresh concrete is poured into a predetermined formwork. At that time, as mentioned above, even though the slump value is extremely low at 0 or 151 or less, when a slight vibration is applied, this fresh concrete exhibits amazing fluidity, filling every corner of the formwork. be done. This was compacted, cured at room temperature and hardened, and was able to develop a compressive strength of 200kg7at or more in the first week, which is usually considered the compressive strength of the fourth week.

〔作用及び効果〕[Action and effect]

このように予想以上の好結果が得られた理論的根拠は未
だ充分に解明された訳ではないものの、−名訳のように
考察される。すなわち先ず第1に、キラを加えることに
よって、■キラは複雑形状の火山灰よシ丸味を呈する微
細なガラス球で、それが混在する本モルタルを用いると
、凹凸が甚しい火山れき等であっても表面が安定した球
状を呈するようになシ、従来のように水やセメントを増
量しなくても、これに振動を加えると、ベアリングの作
用で粗骨材の火山れきは崩れ落ちるように型枠の隅々ま
で充填され、作業性(可塑性)が得られるようになる。
Although the theoretical basis for such better-than-expected results has not yet been fully elucidated, it can be considered as an excellent translation. First of all, by adding Kira, ■ Kira is a fine glass sphere with a rounded appearance similar to volcanic ash with a complicated shape, and if you use this mortar that contains it, it will be possible to remove volcanic debris with extremely uneven surfaces. The surface of the formwork now has a stable spherical shape, and when vibration is applied to it, the coarse aggregate volcanic rubble collapses due to the action of the bearings, without having to increase the amount of water or cement as was done in the past. It fills every nook and cranny of the plastic and provides workability (plasticity).

■同時にこの微細粒がジャンカの生成を防ぎ、表面はモ
チ皿状となシ、キラが毛細管を塞ぎ緻密となって防水性
が向上する。の2点が挙げられる。又、第2に、キラ類
と火山灰類とを湿潤状態にしてからこれにセメントを入
れて空線シすると、■セメント微粒子がキラと火山灰の
表面にくまなく強固に付着し、細骨材全体がセメント様
となって、セメントが2〜3倍に増量したことになる。
■At the same time, these fine grains prevent the formation of junk, and the surface becomes sticky and dish-like, and the dirt blocks the capillaries and becomes dense, improving waterproofness. There are two points to mention. Secondly, if the wood and volcanic ash are wetted and then cement is added to the mixture and then air-wired, the fine cement particles will firmly adhere to the surface of the wood and volcanic ash, and the fine aggregate will be completely absorbed. becomes cement-like, meaning that the amount of cement has increased 2 to 3 times.

■これに界面活性剤等の混和剤を混合した水を加えて混
練すると、直ちによく分散、混合して、ワーカビリチー
の良いモルタルが生成する。■そのモルタルは各粒子の
表面が粘性を帯びているため、粗骨材表面に付着し易く
なるので、気泡口に蓋をしてペーストや水が浸入するの
を阻止する。■従ってこれに用いたセメントは、全量が
骨材の接着に有効に作用する0■その混線時に要する水
量は大巾に減ることになシ、水・セメント比は通常の5
5〜65チと異シ30%以下が可能となる訳で、セメン
トのシが濃いので、早期及び最終の強度増大、及び防水
性が向上する。■更にセメントのシが濃いと、軽量な骨
材の浮上、分離を防止できるので、強度ムシがなくなっ
た。■又、粗骨材の気泡が塞がれたので貧配合が可能と
なシ、従って乾燥、収縮、亀裂等の発生がなく、地下室
等にも利用できるようになった。■なお、予め湿潤状態
として細骨材内に存在した水分は、養生中に水利反応に
必要な水分として除々に提供され、いわば水中養生と同
じような効果を発揮する。等が挙げられる。更に第3と
して、形状および粒径が様々な骨材を二度の工程に於て
用いることによシ、得られた外殻層は一種の大きな卵殻
状体自体が微細な小卵殻状体で形成されてこれが連なっ
たような、いわば複合立体ハニカム構造とでもいうべき
ものとなった。しかもその材質は、前記の要因と、おそ
らく火山灰やキラ中の水溶性硅酸とセメント中の遊離石
灰との反応生成物の要因と相俟って、常温、常圧で成形
するにもかかわらず甚だ緻密なものとなシ、強度や防水
性が著しく増大したものと考えられる。
(2) When water mixed with an admixture such as a surfactant is added to this and kneaded, it is immediately dispersed and mixed well, producing a mortar with good workability. ■Since the surface of each mortar particle is viscous, it tends to adhere to the surface of the coarse aggregate, so the bubble openings are covered to prevent paste and water from entering. ■Therefore, the entire amount of cement used for this works effectively on adhesion of the aggregate.■The amount of water required for the crosstalk is greatly reduced, and the water/cement ratio is 5
Since it is possible to reduce the difference between 5 and 65 cm by 30% or less, the cement is dense, which increases early and final strength and improves waterproofness. ■Furthermore, when the cement is dense, it prevents the lightweight aggregate from floating and separating, eliminating strength problems. ■Also, since the air bubbles in the coarse aggregate are closed, it is possible to mix poorly, so there is no drying, shrinkage, cracking, etc., and it can now be used in basements, etc. (2) The moisture that was previously present in the fine aggregate in a wet state is gradually provided as moisture necessary for water utilization reactions during curing, producing an effect similar to that of underwater curing. etc. Thirdly, by using aggregates with various shapes and particle sizes in two steps, the resulting outer shell layer is a type of large eggshell-like body that itself is a fine small eggshell-like body. The result is a complex three-dimensional honeycomb structure that looks like it was formed and connected together. Moreover, due to the above-mentioned factors and probably the reaction product of water-soluble silicic acid in volcanic ash and Kira and free lime in cement, the material is difficult to form even though it is molded at room temperature and pressure. It is thought that it was extremely dense and had significantly increased strength and waterproofness.

このように本発明によれば、産業廃棄物のキラ及び未利
用資源である火山灰等マグマ原料を主材料に用いて、従
来不可能とされた構造用軽量コンクリートの強度を早期
に発現させることができ、しかも水密性であって透水を
防止すると共に鉄筋を腐蝕させず、耐酸性や断熱性等も
向上して高物性化すると同時に著しぐ経済的である等、
甚大な効果がある0 〔実施例〕 湿潤状態のキラ3351と、湿潤状態の三宅島産火山砂
で粒径5鱈以下のもの211jと、ポルトランドセメン
) 350kgに、防水性増粘剤(商品名マグコー))
28kgをミキサーに入れて15秒間空練シし、これに
水102jと混和剤(商品名ハイゲルトN)7jを混合
してなる液を加えて3〜4分間混練すると、きめ細かい
粘シのあるモルタルが得られる。
As described above, according to the present invention, the strength of lightweight structural concrete, which was previously considered impossible, can be developed at an early stage by using magma raw materials such as industrial waste and unused resources such as volcanic ash as the main materials. Moreover, it is watertight and prevents water permeation, does not corrode the reinforcing steel, has improved acid resistance and heat insulation properties, has high physical properties, and is extremely economical.
[Example] Kira 3351 in a moist state, volcanic sand from Miyakejima in a moist state 211j with a grain size of 5 or less, and 350 kg of Portland cement), and a waterproof thickener (trade name Magco). ))
Put 28 kg into a mixer and mix for 15 seconds, then add a mixture of water 102j and admixture (trade name HIGELT N) 7j and knead for 3 to 4 minutes to form a fine and sticky mortar. can get.

その中へ三宅島産火山れきで粒径5囚以下のものと5〜
30tIuxのものとを混在せしめた5541を投入し
、ミキサーで混練して粗骨材の表面が完全に粘りモルタ
ルで覆われたフレッシュコンクリートとする。これを深
さ2,700囚、巾4 、500鱈、長さ9,000m
、厚さ150鱈の、配筋された地下室用縦型枠中に打設
しつつバイブレータ−を併用して締固めた後、そのまま
空中常温養生して、翌日型枠を外し、防水性のある高強
度の地下室を経済的に得た。
Among them are volcanic debris from Miyakejima with a particle size of 5 or less, and 5 to 5
5541 mixed with 30 tIux was added and kneaded with a mixer to make fresh concrete in which the surface of the coarse aggregate was completely sticky and covered with mortar. This is 2,700 m deep, 4 m wide, 500 m long, and 9,000 m long.
, 150 mm thick, reinforced vertical formwork for basements and compacted using a vibrator, then left to cure in the air at room temperature, and the formwork was removed the next day to make it waterproof. Economically obtained high-strength basement.

なお、上記実施例による圧縮強度は3日で185ky/
at、7日で256kg/d128日で450ky7a
tという値を得た。但し比重は1.85で1)、火山灰
のみの場合よシロ。1増加した。吸水率は約2%程度と
大巾に改良された。
In addition, the compressive strength according to the above example was 185ky/in 3 days.
at, 256kg/d in 7 days 450ky7a in 128 days
A value of t was obtained. However, the specific gravity is 1.85 (1), so if it is only volcanic ash, it is white. Increased by 1. The water absorption rate has been significantly improved to approximately 2%.

Claims (1)

【特許請求の範囲】[Claims] 湿潤状態の火山灰又は火山砂と湿潤状態のキラ又は同様
の細粒とを細骨材とし、これにセメントを加えて空練り
し、引続きセメント用混和剤及び水を加えてモルタルを
作り、この中へ粒径5mm以下のものと粒径5〜30m
mのものとが共に混在する火山れきを粗骨材として投入
し、混練して得たフレッシュコンクリートを所定の型枠
内に打設して振動を加え、締固めることを特徴とする高
物性マグマコンクリートの製造法。
Moist volcanic ash or volcanic sand and wet Kira or similar fine particles are used as fine aggregate, cement is added to this, dry kneaded, and then a cement admixture and water are added to make mortar. To those with a particle size of 5 mm or less and those with a particle size of 5 to 30 m
A high-physical magma characterized by mixing volcanic rubble mixed with M as coarse aggregate, mixing it, pouring the resulting fresh concrete into a predetermined formwork, applying vibration, and compacting it. Concrete manufacturing method.
JP6802085A 1985-03-30 1985-03-30 Manufacture of high property magma concrete Pending JPS61227954A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6802085A JPS61227954A (en) 1985-03-30 1985-03-30 Manufacture of high property magma concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6802085A JPS61227954A (en) 1985-03-30 1985-03-30 Manufacture of high property magma concrete

Publications (1)

Publication Number Publication Date
JPS61227954A true JPS61227954A (en) 1986-10-11

Family

ID=13361716

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6802085A Pending JPS61227954A (en) 1985-03-30 1985-03-30 Manufacture of high property magma concrete

Country Status (1)

Country Link
JP (1) JPS61227954A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02164755A (en) * 1988-12-16 1990-06-25 Tokuhito Shibata Concrete improver and improvement of concrete
JP2003246664A (en) * 2001-12-19 2003-09-02 Kagoshima Prefecture Inexpensive shirasu pressurized body and production method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02164755A (en) * 1988-12-16 1990-06-25 Tokuhito Shibata Concrete improver and improvement of concrete
JP2003246664A (en) * 2001-12-19 2003-09-02 Kagoshima Prefecture Inexpensive shirasu pressurized body and production method thereof

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