JPH06293547A - Wood containing cement hardened body - Google Patents

Wood containing cement hardened body

Info

Publication number
JPH06293547A
JPH06293547A JP8188393A JP8188393A JPH06293547A JP H06293547 A JPH06293547 A JP H06293547A JP 8188393 A JP8188393 A JP 8188393A JP 8188393 A JP8188393 A JP 8188393A JP H06293547 A JPH06293547 A JP H06293547A
Authority
JP
Japan
Prior art keywords
cement
fragments
wood
hardened
fine
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.)
Granted
Application number
JP8188393A
Other languages
Japanese (ja)
Other versions
JP2965432B2 (en
Inventor
Takeshi Yonezu
猛 米津
Katsumune Nagai
克宗 永井
Akira Matsuoka
章 松岡
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.)
Daiken Trade and Industry Co Ltd
Original Assignee
Daiken Trade and Industry Co Ltd
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 Daiken Trade and Industry Co Ltd filed Critical Daiken Trade and Industry Co Ltd
Priority to JP8188393A priority Critical patent/JP2965432B2/en
Publication of JPH06293547A publication Critical patent/JPH06293547A/en
Application granted granted Critical
Publication of JP2965432B2 publication Critical patent/JP2965432B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

PURPOSE:To provide a lightweight cement composition having improved strength and processability by adding minute fragments obtained by crushing a wood containing cement hardened body which is hardened by hydrating it, to the composition. CONSTITUTION:The minute fragments of the wood containing cement hardened body such as a cement chip board disposed as waste are obtained by coarsely crushing the cement hardened body into coarse fragments having about 150mm maximum fragment length by using a jaw crusher, etc., and then crushing the resulting coarse fragments into fine fragments having 0.1 to 3mm particle size by using a hammer mill, etc. Thereafter the resulting fine fragments are fed into e.g. the upper coarse-mesh sieve of a set of two sieves comprising the upper sieve and a lower fine-mesh sieve to obtain the minute fragments consisting essentially of a wood material which are screened and remain on the lower fine-mesh sieve. 10 to 100 pts.wt. of the minute fragments and 100 pts.wt. of simple or blended cement such as commercial ordinary portland cement, blast-furnace cement, are mixed with each other while adding adequate amounts of water and other necessary extenders and additives, etc., to obtain a mixed composition. The mixed composition is extruded to form moldings or allowed to flow into molds to form moldings and then the moldings are cured in a humidified atmosphere and thereafter subjected to hydration reaction by using the autoclave-treatment to obtain the hardened bodies.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、木材含有セメント硬化
体、特に、産業廃棄物を利用できる木材含有セメント硬
化体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hardened wood-containing cement, and more particularly to a hardened wood-containing cement that can utilize industrial waste.

【0002】[0002]

【従来の技術と発明が解決しようとする課題】従来、セ
メント硬化体の軽量化、強度および加工性の向上を図る
ため、木粉,木片等を骨剤として添加する方法が行なわ
れている。しかし、この方法では、木材に含まれるリグ
ニンスルホン酸塩、オキシカルボン酸及び糖類誘導体等
の硬化阻害物質と、セメント粉体表面のカルシウムイオ
ンとが錯体やキレート化合物を作り、これがセメント粉
体表面に付着して水和反応に必要な水との接触を阻害
し、水和硬化を遅延させるという不具合がある。
2. Description of the Related Art Conventionally, a method of adding wood powder, wood chips or the like as a bone agent has been carried out in order to reduce the weight of a hardened cement product and improve its strength and workability. However, in this method, hardening inhibitors such as lignin sulfonate, oxycarboxylic acid and saccharide derivatives contained in wood and calcium ions on the surface of the cement powder form a complex or a chelate compound, which is formed on the surface of the cement powder. There is a problem that it adheres and hinders contact with water necessary for the hydration reaction, and delays hydration hardening.

【0003】このため、硬化促進剤(塩化カルシウム、
塩化ナトリウム、炭酸塩、硫酸塩等)を添加することも
行なわれているが、この方法では、製造直後に所望の強
度が得られても、時間の経過につれて強度が著しく低下
するという不具合がある。
Therefore, a curing accelerator (calcium chloride,
Although sodium chloride, carbonates, sulfates, etc.) have also been added, this method has a problem that the strength is remarkably reduced with the passage of time even if the desired strength is obtained immediately after the production. .

【0004】一方、木材の悪影響を軽減すべく、木材の
添加量を減らすことも考えられるが、木材の添加量が1
0重量%以下では軽量化や加工性等の向上において十分
な効果が得られないという問題点がある。
On the other hand, it is possible to reduce the amount of wood added in order to reduce the adverse effects of wood, but the amount of wood added is 1
If it is 0% by weight or less, there is a problem that sufficient effects cannot be obtained in weight reduction and improvement in workability.

【0005】本発明は、前記問題点に鑑み、強度が大き
く、加工性に優れた軽量な木材含有セメント硬化体を提
供することを目的とする。
In view of the above problems, it is an object of the present invention to provide a light-weight hardened cement containing wood, which has high strength and excellent workability.

【0006】[0006]

【課題を解決するための手段】本発明者は、前記目的を
達成するため、鋭意研究の結果、木材とセメントとを混
合して水和硬化させると、前記木材の硬化阻害物質が水
和水に溶出し、硬化阻害を再び生じさせないことを知見
し、この知見に基づいて本願発明を完成するに至った。
Means for Solving the Problems In order to achieve the above-mentioned object, the present inventor has conducted earnest research and as a result, when wood and cement are mixed and hydrated and hardened, the hardening inhibitory substance of the wood becomes hydration water. It was found out that it does not cause curing inhibition again, and based on this finding, the present invention was completed.

【0007】本願発明の要旨は、水和硬化した木材含有
セメント硬化物を粉砕して得られる微小砕片と、セメン
トとからなることを特徴とする木材含有セメント硬化体
にある。
[0007] The gist of the present invention is a hardened wood-containing cement, which is characterized in that the hardened wood-containing cement is composed of fine fragments obtained by crushing a hydrated hardened hardened wood-containing cement and cement.

【0008】水和硬化した木材含有セメント硬化物とし
ては、例えば、木片セメント板の廃棄処分品(加工不良
品,破損品,加工端材等)が挙げられる。このような産
業廃棄物である廃棄処分品を使用すれば、資源を有効に
活用できるので、公害問題を解消できるだけでなく、低
コストで生産できるという利点がある。
Examples of the hydrated-hardened wood-containing cement hardened product include discarded pieces of wood chip cement plates (defective processed products, damaged products, processed scraps, etc.). When such a waste product that is industrial waste is used, resources can be effectively used, and therefore there is an advantage that not only the pollution problem can be solved but also the production can be performed at low cost.

【0009】粉砕する方法としては、既存の方法から任
意に選択できるが、例えば、ジョークラッシャー等の粉
砕機で最大長さ150mm程度に粗砕し、さらに、ハン
マーミル等を用いて細かく粉砕する方法が挙げられる。
The method of crushing can be arbitrarily selected from existing methods. For example, a method of crushing to a maximum length of about 150 mm with a crusher such as a jaw crusher and further finely crushing using a hammer mill or the like. Is mentioned.

【0010】微小砕片の大きさは必要に応じて任意に選
択できるが、粒径は0.1mm以上で3mm以下、特に
0.1mm以上で1mm以下が好適である。粒径が0.
1mm未満であると、所望の強度を確保できないからで
あり、3mmを越えると、均一に混合できず、強度劣化
を生ずるからである。
The size of the fine fragments can be arbitrarily selected as required, but the particle size is preferably 0.1 mm or more and 3 mm or less, and particularly preferably 0.1 mm or more and 1 mm or less. Particle size is 0.
This is because if it is less than 1 mm, the desired strength cannot be ensured, and if it exceeds 3 mm, uniform mixing cannot be achieved and strength deterioration occurs.

【0011】前記砕片から所望の粒径を有する微小砕片
を選別する方法としては、例えば、目の開きの異なる2
個のフルイを重ね合わせ、目の粗い上方のフルイに前記
砕片を投入してふるい分け、目の細かい下方のフルイに
残る微小砕片のみを採集して選別する方法がある。
As a method for selecting the minute fragments having a desired particle size from the fragments, for example, 2 particles having different mesh openings can be selected.
There is a method in which individual sieves are piled up, the above-mentioned crushed pieces are put into a coarse upper sieve and sieved, and only the fine crushed pieces remaining in the fine lower meshed sieve are collected and selected.

【0012】なお、木片セメント板の水和硬化したセメ
ントは脆弱であるので、木材含有セメント硬化物を細か
く、例えば、粒径3mm程度まで粉砕すると、同時に細
かく粉砕され、そのほとんどが目の開きの細かいフル
イ、例えば、目の開き0.1mmのフルイを通過する。
このため、目の細かいフルイに残る水和硬化したセメン
トは前記微小砕片に付着もしくは粉砕されなかったもの
であり、その総量は微小砕片の1%前後であると考えら
れる。この結果、目の開き0.1mmのフルイの上に残
る微小砕片の大部分は木質材からなるものであると考え
て差し支えない。
[0012] Since the hydration-hardened cement of the wood chip cement board is fragile, when the wood-containing cement hardened product is finely crushed, for example, to a particle size of about 3 mm, it is simultaneously finely crushed, and most of them are open eyes. Pass through a fine screen, for example, a screen with an opening of 0.1 mm.
Therefore, it is considered that the hydration-hardened cement remaining in the fine mesh was not adhered or crushed to the fine fragments, and the total amount thereof was about 1% of the fine fragments. As a result, it can be considered that most of the fine fragments left on the sieve having an opening of 0.1 mm are made of wood.

【0013】前記微小砕片と混合するセメントは特に限
定するものではなく、市販のもの、例えば、普通ポルト
ランドセメント,高炉セメント,シリカセメント等を単
独で、または、混合して使用できる。セメントと微小砕
片との混合比は、セメント100重量部に対して微小砕
片10〜100重量部が好適である。10重量部未満で
あると、比重の低下,加工性,耐衝撃性の向上が期待で
きないからであり、100重量部を越えると、セメント
のバインダーとしての効果が少なく、強度が低下するか
らである。
The cement to be mixed with the fine crushed pieces is not particularly limited, and commercially available cements such as ordinary Portland cement, blast furnace cement and silica cement can be used alone or in combination. The mixing ratio of the cement and the fine fragments is preferably 10 to 100 parts by weight with respect to 100 parts by weight of the cement. This is because if it is less than 10 parts by weight, it is not possible to expect a decrease in specific gravity, improvement in workability and impact resistance, and if it exceeds 100 parts by weight, the effect of cement as a binder is small and the strength is lowered. .

【0014】そして、前記微小砕片に、セメント、水お
よび必要な増量剤,添加剤を適量添加,混練して混練物
を得、この混練物を押し出して成形し、あるいは、所望
の型枠に流し込んで成形し、湿潤養生した後、オートク
レーブ処理で水和反応させて硬化させることにより、所
望の木材含有セメント硬化体を得る。
Then, cement, water, and necessary extenders and additives are added to the finely divided pieces in appropriate amounts and kneaded to obtain a kneaded product, which is extruded and molded, or poured into a desired mold. After molding and wet curing, a desired wood-containing cement hardened product is obtained by hydrating and curing in an autoclave.

【0015】なお、前記養生,硬化方法は前述の方法に
限定するものではなく、既存の方法から任意に選択で
き、例えば、成形体をシートで包み、室温で密封養生を
したり、あるいは、恒温恒湿槽中で湿潤養生することが
できる。
The curing and curing method is not limited to the above-mentioned method and can be arbitrarily selected from the existing methods. For example, the molded body is wrapped in a sheet and sealed at room temperature, or a constant temperature is applied. It can be wet-cured in a constant-humidity bath.

【0016】必要な増量剤としては、例えば、水和硬化
した木材セメント板を粉砕して得られるセメントの微粉
末が挙げられる。前記微粉末中の水和硬化したセメント
は既に水和反応が完了しているので、結合剤として使用
できないが、増量剤として使用すれば、生産コストを低
減でき、資源を有効利用できるからである。ただし、多
量に添加すると、強度劣化の原因となるので、水和硬化
したセメントの微粉末は、微小砕片100重量部に対し
て100重量部以下の添加量であることが好ましい。1
00重量部を越えると、必要な強度を確保できないから
である。
Examples of the necessary extender include fine powder of cement obtained by crushing hydration-hardened wood cement board. The hydration-hardened cement in the fine powder cannot be used as a binder because the hydration reaction has already been completed, but if it is used as an extender, production cost can be reduced and resources can be effectively used. . However, if added in a large amount, it causes strength deterioration. Therefore, it is preferable that the addition amount of the fine powder of hydration-hardened cement is 100 parts by weight or less relative to 100 parts by weight of fine crushed pieces. 1
This is because if the amount exceeds 00 parts by weight, the required strength cannot be secured.

【0017】また、必要な添加剤としては、例えば、メ
チルセルロースのような成形性を高めるための粘度調整
剤が挙げられ、さらに、パーライトのような加工性,施
工性の向上を図り、かつ、より一層の軽量化を図るため
の軽量骨材が挙げられる。
The necessary additives include, for example, viscosity modifiers such as methyl cellulose for enhancing moldability, and further, workability and workability such as pearlite are improved, and A lightweight aggregate for further weight reduction is mentioned.

【0018】[0018]

【実施例】【Example】

(実施例1)木片セメント板をジョークラッシャーで最
大長さ150mm程度に粗砕し、さらに、ハンマーミル
で細かく粉砕して砕片を得た。ついで、目の開き0.1
mmのフルイの上に目の開き0.3mmのフルイを重
ね、これらのフルイを振動ふるい機で振動させ、前記砕
片を上方のフルイに投入してふるい分けた。なお、目の
開き0.1mmのフルイの上に残った粒径0.1ないし
0.3mmの微小砕片と、0.1mmのフルイを通過し
た微粉末との重量比は約5対4であった。
(Example 1) A wood chip cement board was roughly crushed with a jaw crusher to a maximum length of about 150 mm, and further finely crushed with a hammer mill to obtain crushed pieces. Then open your eyes 0.1
A sieve having an opening of 0.3 mm was placed on a sieve of mm, the sieve was vibrated by a vibrating sieve machine, and the crushed pieces were put into an upper sieve and sieved. The weight ratio of the fine crushed particles having a particle size of 0.1 to 0.3 mm remaining on the sieve having an opening of 0.1 mm and the fine powder having passed through the sieve having a diameter of 0.1 mm was about 5: 4. It was

【0019】そして、前記微小砕片と増量剤である微粉
末とを重量比80対20の割合で混合して比重1.0の
混合物を得た。
Then, the finely divided pieces and the fine powder as the extender were mixed in a weight ratio of 80:20 to obtain a mixture having a specific gravity of 1.0.

【0020】得られた混合物に、表1で示す割合でセメ
ント,メチルセルロース,水を添加,混練して混練物を
得、この混練物を押し出し成形機で巾210mm,長さ
3000mm,厚さ21mmの板状体に成形した。
Cement, methylcellulose and water were added to the obtained mixture in the proportions shown in Table 1 and kneaded to obtain a kneaded product. The kneaded product was extruded with a width of 210 mm, a length of 3000 mm and a thickness of 21 mm. It was formed into a plate.

【0021】ついで、温度60℃,湿度98%の恒温恒
湿槽内で約1週間湿潤養生させた後、温度150℃で8
時間のオートクレーブ養生を行ない、板状体のサンプル
を得た。
Then, after moisturizing and curing in a thermo-hygrostat at a temperature of 60 ° C. and a humidity of 98% for about 1 week, the temperature is kept at 150 ° C. for 8 hours.
Autoclave curing was performed for a period of time to obtain a plate-shaped sample.

【0022】(実施例2)表1に示すように、配合比を
実施例1と異ならしめた点を除き、他は前述の実施例1
と同様に処理してサンプルを得た。
(Example 2) As shown in Table 1, except that the compounding ratio was different from that of Example 1, other than the above Example 1
A sample was obtained by the same treatment as described above.

【0023】(実施例3)配合比を異ならしめた点、お
よび、押し出し成形の代わりにキャスティング法を採用
した点を除き、他は前述の実施例1と同様に処理してサ
ンプルを得た。なお、本実施例におけるキャスティング
法とは、前述の配合比からなる混練物を型枠で成形する
方法をいう。
Example 3 A sample was obtained by the same procedure as in Example 1 except that the compounding ratio was changed and the casting method was adopted instead of extrusion molding. The casting method in this example refers to a method of molding a kneaded product having the above-mentioned mixing ratio with a mold.

【0024】(実施例4)配合比を表1に示すように実
施例3と異ならしめた点を除き、他は前述の実施例3と
同様に処理してサンプルを得た。
Example 4 A sample was obtained by the same procedure as in Example 3 except that the compounding ratio was different from that in Example 3 as shown in Table 1.

【0025】(比較例1)混合物の代わりに木粉を使用
し、配合比を表1に示すように配合した点を除き、他は
前述の実施例1と同様に処理してサンプルを得た。な
お、前記木粉(商品名:ウッドパウダー)は比重0.
8、粒径0.3〜0.5mmのものを使用した。
Comparative Example 1 A sample was obtained by the same procedure as in Example 1 except that wood powder was used instead of the mixture and the mixing ratio was as shown in Table 1. . The wood powder (trade name: wood powder) has a specific gravity of 0.
8, the particle size of 0.3 to 0.5 mm was used.

【0026】(比較例2)配合比を表1に示すように比
較例1と異ならしめた点を除き、他は比較例1と同様に
処理してサンプルを得た。
Comparative Example 2 A sample was obtained by the same procedure as in Comparative Example 1 except that the compounding ratio was different from that of Comparative Example 1 as shown in Table 1.

【0027】(比較例3)混合物の代わりに木粉を使用
し、メチルセルロースを添加せずに表1に示すように配
合した点を除き、他は前述の実施例3と同様に処理して
サンプルを得た。
Comparative Example 3 A sample was prepared in the same manner as in Example 3 except that wood flour was used in place of the mixture, and the mixture was added as shown in Table 1 without adding methylcellulose. Got

【0028】(比較例4)配合比を表1に示すように比
較例3と異ならしめた点を除き、他は前述の比較例3と
同様に処理してサンプルを得た。
Comparative Example 4 A sample was obtained by the same procedure as in Comparative Example 3 except that the compounding ratio was different from that in Comparative Example 3 as shown in Table 1.

【0029】[0029]

【表1】 [Table 1]

【0030】そして、各サンプルを各種試験に供し、そ
の測定結果を表2に示す。ただし、比較例2,4は手で
持ち上げるだけで崩れてしまい、測定不能であった。こ
れは木粉の硬化阻害物質によって硬化阻害が生じたため
であると考えられる。
Then, each sample was subjected to various tests, and the measurement results are shown in Table 2. However, Comparative Examples 2 and 4 were broken by just lifting them by hand and could not be measured. It is considered that this is because the curing inhibition of the wood flour caused the curing inhibition.

【表2】 [Table 2]

【0031】表2における実施例1,3と、比較例1,
3とをそれぞれ比較すると、実施例1,3の方が比較例
1,3よりも比重が小さく、軽量であることがわかっ
た。
Examples 1 and 3 in Table 2 and Comparative Example 1
Comparing 3 and 3, respectively, it was found that Examples 1 and 3 had a smaller specific gravity and were lighter than Comparative Examples 1 and 3.

【0032】また、実施例1,3の方が比較例1,3よ
りも曲げ強度が大きく曲げヤング率が小さいため、破壊
し難いと共に、破壊までのたわみが大きく割れ難いこと
がわかった。
Further, it was found that Examples 1 and 3 were larger in bending strength and smaller in bending Young's modulus than Comparative Examples 1 and 3, so that they were hard to break and also had a large deflection before breaking and were hard to crack.

【0033】次に、各サンプルに釘打ち試験を行なった
ところ、比較例1および3の場合はスクリュー釘を釘打
ちしても、途中で曲がることが多かったが、実施例1お
よび3の場合は容易に釘打ちでき、しかも、抜きにくか
った。
Next, when a nailing test was conducted on each sample, in the cases of Comparative Examples 1 and 3, the nails were often bent in the middle even if they were nailed with screw nails. Was easy to nail and hard to pull out.

【0034】さらに、外壁切断用のチップソーで切断す
る切断試験を行なったところ、比較例1および3の場合
は、サンプルを切断すると、すぐに切り刃が摩耗して切
れなくなったが、実施例1および3の場合は、サンプル
を切断しても、切り刃の摩耗はほとんど見受けられなか
った。
Further, a cutting test was carried out in which a cutting saw for cutting the outer wall was used. In the case of Comparative Examples 1 and 3, when the sample was cut, the cutting blade was immediately worn out and could not be cut. In the cases of and 3, even when the sample was cut, almost no wear of the cutting edge was observed.

【0035】以上の試験結果から、実施例1および3の
方が比較例1および3よりも軽量であり、強度,靭性お
よび加工性においても優れていることが判明した。この
ため、実施例1および3の方が比較例1および3よりも
建材に適していると考えられる。
From the above test results, it was found that Examples 1 and 3 were lighter than Comparative Examples 1 and 3 and were excellent in strength, toughness and workability. Therefore, it is considered that Examples 1 and 3 are more suitable as building materials than Comparative Examples 1 and 3.

【0036】[0036]

【発明の効果】以上の説明から明らかなように、本発明
にかかる木材含有セメント硬化体は水和硬化した木材含
有セメント硬化物を粉砕して得られる微小砕片と、セメ
ントとからなるものである。そして、前記微小砕片の木
材に存在していた硬化阻害物質は既に水和水に溶出して
いるので、前記木材はセメントの硬化を阻害しない。こ
のため、従来例のような強度の低下が生じないので、従
来例よりも強度の大きい木材含有セメント硬化体が得ら
れる。さらに、前記微小砕片の大部分は硬化阻害部質が
溶出した木質材であるので、未使用の木粉等よりも多量
に添加できる。このため、本願発明によれば、従来例と
同等以上の加工性を有し、かつ、従来例よりも軽量な木
材含有セメント硬化体が得られる。特に、水和硬化した
木材含有セメント硬化物が木片セメント板等の加工不良
品,破損品等である廃棄処分品であれば、資源を有効に
活用できるので、公害問題の発生を防止できるととも
に、生産コストを低減できるという効果がある。
As is apparent from the above description, the hardened wood-containing cement according to the present invention comprises cement and fine crushed particles obtained by crushing a hydrated-hardened hardened wood-containing cement. . Since the hardening inhibitor existing in the wood of the minute pieces has already been eluted in the hydration water, the wood does not hinder the hardening of the cement. For this reason, since the strength does not decrease as in the conventional example, a hardened wood-containing cement is obtained, which is stronger than the conventional example. Furthermore, since most of the fine crushed particles are wood materials in which the hardening inhibiting material is eluted, a large amount can be added as compared with the unused wood powder and the like. Therefore, according to the present invention, it is possible to obtain a hardened wood-containing cement that has a workability equal to or higher than that of the conventional example and is lighter than the conventional example. In particular, if the hydrated and hardened wood-containing cement hardened product is a discarded product such as a defective piece of wood cement board, a damaged product, etc., resources can be effectively utilized, and the occurrence of pollution problems can be prevented. This has the effect of reducing production costs.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水和硬化した木材含有セメント硬化物を
粉砕して得られる微小砕片と、セメントとからなること
を特徴とする木材含有セメント硬化体。
1. A hardened wood-containing cement, characterized by comprising fine fragments obtained by crushing a hydrated hardened hardened wood-containing cement, and cement.
【請求項2】 前記微小砕片の最大粒径が3mm以下で
あることを特徴とする請求項1記載の木材含有セメント
硬化体。
2. The hardened wood-containing cement according to claim 1, wherein the maximum particle size of the fine fragments is 3 mm or less.
JP8188393A 1993-04-08 1993-04-08 Hardened cement containing wood Expired - Lifetime JP2965432B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8188393A JP2965432B2 (en) 1993-04-08 1993-04-08 Hardened cement containing wood

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8188393A JP2965432B2 (en) 1993-04-08 1993-04-08 Hardened cement containing wood

Publications (2)

Publication Number Publication Date
JPH06293547A true JPH06293547A (en) 1994-10-21
JP2965432B2 JP2965432B2 (en) 1999-10-18

Family

ID=13758859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8188393A Expired - Lifetime JP2965432B2 (en) 1993-04-08 1993-04-08 Hardened cement containing wood

Country Status (1)

Country Link
JP (1) JP2965432B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006024335A1 (en) * 2004-08-31 2006-03-09 Eisenmann Anlagenbau Gmbh & Co.Kg Method for producing components, especially structural panels, from solid waste

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006024335A1 (en) * 2004-08-31 2006-03-09 Eisenmann Anlagenbau Gmbh & Co.Kg Method for producing components, especially structural panels, from solid waste
EA010534B1 (en) * 2004-08-31 2008-10-30 Айзенманн Анлагенбау Гмбх Унд Ко. Кг Method for producing components, especially structural panels, from solid waste

Also Published As

Publication number Publication date
JP2965432B2 (en) 1999-10-18

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