JP2012158509A - Low alkaline cement composition-filled bamboo composite member - Google Patents
Low alkaline cement composition-filled bamboo composite member Download PDFInfo
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- JP2012158509A JP2012158509A JP2011030203A JP2011030203A JP2012158509A JP 2012158509 A JP2012158509 A JP 2012158509A JP 2011030203 A JP2011030203 A JP 2011030203A JP 2011030203 A JP2011030203 A JP 2011030203A JP 2012158509 A JP2012158509 A JP 2012158509A
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Abstract
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本発明は竹節間に低アルカリセメント組成物を充填した複合部材の建築用材料に関するものである。The present invention relates to a building material for a composite member in which bamboo joints are filled with a low alkali cement composition.
従来竹を利用した建築用材料として、竹を繊維化してプレス成形したもの、竹をコンクリートの補強材としたものが多く知られている。Conventionally, as a building material using bamboo, many are known which are made by press-molding bamboo and using bamboo as a reinforcing material for concrete.
しかしながら、これらの従来の竹建材はいずれも竹をチップ化したり。繊維化することによって。竹の持つ外観の美しさが失われたものや、ポルトランドセメントを使用しているため竹に含まれている可溶性糖類及び樹脂類によるセメントの硬化阻害を防止するため、合成樹脂エマルションを添加したり、油脂類を添加したり、チップや繊維を煮沸することによって糖類や樹脂類を除去する必要があった。また、ポルトランドセメントのような強アルカリ固化剤では部材を再利用するにしても燃焼して焼却灰を一部に路盤材として利用することはできても、大半は最終処分場に埋め立てているのが現状である。部材の接合方法も金属釘やボルトを使用しているために分別解体作業にも非常に手間がかかるため再利用せず焼却している。また竹は近年、竹産業の衰退により、有効に利用されていない竹林が増え、成長力があるために次々と里山を侵食し、他の樹木の生育を阻害したり、土砂崩れを引き起こすなど「竹害」と呼ばれる状況を引き起こしている。However, all of these conventional bamboo building materials are made into bamboo chips. By fiberizing. Addition of synthetic resin emulsions to prevent the appearance of bamboo from losing its appearance or to prevent hardening of cement by soluble sugars and resins contained in bamboo because Portland cement is used. It was necessary to remove sugars and resins by adding oils and fats or boiling chips and fibers. In addition, strong alkaline solidifying agents such as Portland cement can burn and reuse incinerated ash as part of the roadbed material even if the parts are reused, but most of them are landfilled at the final disposal site. Is the current situation. Since the method of joining the members uses metal nails and bolts, it takes a lot of time to separate and dismantle, so it is incinerated without being reused. In recent years, bamboo has not been used effectively due to the decline of the bamboo industry, and because of its growth potential, bamboo erodes satoyama one after another, hindering the growth of other trees and causing landslides. Causing a situation called "harm".
本発明は強度を必要とする部位に使用できると共に、低アルカリセメント組成物を竹節空間に充填することにより、解体分別する際、この充填複合部材を粉砕することにより、肥料、再骨材、として利用できる。部材接合部にホゾ穴を開けた後カ−ルプラグを埋め木ねじで締めることにより強固な固定が可能となり。分別する際に木ネジを外すことにより非常に手間が用意になり再利用が拡大できる。
もちろん結束バンドや紐等でしばることもでもできる。
本発明の低アルカリセメントとはマグネシアセメント,マグネシアリン酸塩セメント、アルミナセメント、シリカアルミナセメント、りんケイ酸マグネシアセメント、ジエットセメント、があげられる。好ましくはマグネシアリン酸塩セメントが肥料としても再利用できる。本発明の竹材は孟宗竹、真竹など竹の種類に制限されることはない。
本発明の組成物とは上記マグネシアリン酸塩にシリカヒュ−ム、フライアッシュ焼却灰、火山灰を混合するのが特徴である。また無機骨材として、山砂、川砂、ガラス粉、陶磁器くずの内の一種以上を混合しているのが特徴であるが無機骨材としては制限されることはない。
本発明のマグネシアとは軽焼マグネシア(例えば中国産マグネサイト)や海水中のにがりを原料とする海水マグネシア等を700℃から900℃の焼成物が好ましい。
粒子径は平均粒径で0.01mm〜0.5mmが好ましい。
本発明のシリカヒュ−ムは例えばシリカフラワ−(エルケム社製 商品名971−u)又は石炭灰(ライアッシュ)等の微粒状の無機物であればよく特に限定されない。
本発明の砂は山砂(粒径0.1mm〜1mm)を使用するが特に限定されない。本発明のリン酸塩は反応固化剤として使用するが水溶性リン酸肥料粉を使用するのが特徴である。
水溶性リン酸粉末として過リン酸石灰、重過リン酸石灰、ト−マスリン肥、溶性リン肥、リン酸II水素カリウムが使用できるがこれに制限されな。本発明の低アルカリセメント組成物は減水剤、遅延剤、硬化促進剤、消泡剤、エマルジョン樹脂粉末、水溶性高分子を適宜添加することができる。The present invention can be used in a site requiring strength, and by filling the bamboo joint space with a low alkali cement composition, when disassembling and separating, the filled composite member is pulverized to obtain fertilizer and re-aggregate. Available. It is possible to firmly fix the curl plug with a wood screw after making a hole in the joint part. By removing the wood screws when sorting, much time is required and reuse can be expanded.
Of course, it can also be tied with a binding band or string.
Examples of the low alkali cement of the present invention include magnesia cement, magnesia phosphate cement, alumina cement, silica alumina cement, phosphosilicate magnesia cement, and jet cement. Preferably, magnesia phosphate cement can be reused as a fertilizer. The bamboo material of the present invention is not limited to the kind of bamboo such as 孟 mune bamboo or true bamboo.
The composition of the present invention is characterized by mixing silica fume, fly ash incineration ash and volcanic ash with the magnesia phosphate. In addition, the inorganic aggregate is characterized by mixing at least one of mountain sand, river sand, glass powder, and ceramic waste, but the inorganic aggregate is not limited.
The magnesia of the present invention is preferably a calcined product of 700 ° C. to 900 ° C., such as light-burned magnesia (eg, Chinese magnesite) or seawater magnesia using bittern in seawater.
The average particle size is preferably 0.01 mm to 0.5 mm.
The silica fume of the present invention is not particularly limited as long as it is a fine inorganic substance such as silica flower (trade name 971-u manufactured by Elchem Co.) or coal ash (liash).
The sand of the present invention uses mountain sand (particle size: 0.1 mm to 1 mm), but is not particularly limited. The phosphate of the present invention is used as a reaction solidifying agent, but is characterized by using water-soluble phosphate fertilizer powder.
As water-soluble phosphoric acid powder, superphosphate lime, heavy superphosphate lime, Thomaslin fertilizer, soluble phosphorous fertilizer, and potassium hydrogen phosphate II can be used, but are not limited thereto. In the low alkali cement composition of the present invention, a water reducing agent, a retarder, a curing accelerator, an antifoaming agent, an emulsion resin powder, and a water-soluble polymer can be appropriately added.
竹建材を強度を必要とする部材に使用できることで竹廃材物の利用を可能にし、戸建住宅、仮設住宅、小屋、仮設トイレ、に使用できる。Bamboo building materials can be used for members that require strength, so that bamboo waste materials can be used, and can be used for detached houses, temporary houses, huts, and temporary toilets.
軽焼マグネシア(中国産)100重量部と過リン酸石灰30重量部、シリカヒュ−ム(エルケム社製商品名971−u)10重量部、マイティ1000 2重量部の混合物を(A)とし(A)100重量部に対し川砂(0.5mm以下)200重量部に水を加え混練したものを(B)とする。最も太い竹の部分の竹節壁を残し他の節壁はすべて除去する。丸竹を半割にしてから除去してもよいし、竹節壁をくりぬいて除去してもよい。(B)を竹節壁空間に充填した複合部材である。A mixture of 100 parts by weight of light-burned magnesia (made in China), 30 parts by weight of lime superphosphate, 10 parts by weight of silica fume (trade name 971-u manufactured by Elchem Co.), and 2 parts by weight of Mighty 1000 is (A) (A ) 100 parts by weight of river sand (0.5 mm or less) and 200 parts by weight of water and kneaded are defined as (B). Leave the bamboo section wall of the thickest bamboo part and remove all other section walls. The round bamboo may be removed after halving, or the bamboo knot wall may be removed. This is a composite member in which (B) is filled in the bamboo knot wall space.
本発明の請求項1によれば{図1}は竹複合部材同士を接合した形態でありホゾ接合部分にカールプラグを使用し、木ねじで止めている形態である。According to
本発明の請求候2によれば{図2}は低アルカリセメント組成物(B)を竹の節壁空間に充填した形態である。According to
本発明の請求項3によれば{図3}は低アルカリセメント組成物(B)を竹節壁空間に充填した部材の中に芯材として同じく竹複合部材が挿入されている形態である。According to
本発明の請求項4によれば{図4}は半割り竹の竹節壁空間に低アルカリセメント組成物(B)を充填した形態である。According to
本発明の請求項5によれば{図5}は低アルカリセメント組成物(B)を請求項1の形態に竹周囲に結束バンド(ひもも可)で締め付けた形態である。According to
次に、本発明を低アルカリセメント組成物(B)を竹節壁空間に充填した竹複合部材の曲げ試験を比較例を上げて具体的に説明する。Next, the bending test of the bamboo composite member in which the present invention is filled with the low alkali cement composition (B) in the bamboo knot wall space will be specifically described with reference to a comparative example.
中国産軽焼マフネシア(80〜120メッシュ)100重量部にシリカヒューム(エム・ケム社製商品名971−U)10量部、マイティ−1000 2重量部,過リン酸石灰30重量部の混合物を(A)とし(Aに山砂(0.5mmアンダ−)200重量部、水100重量部を加え混練りしたものを(B)とする。(B)をポリエチレン製の型枠に流し込28日間自然養生した後型枠から脱型した固化物を28日間水中養生した水のPHは8.8であった。A mixture of 10 parts by weight of silica fume (trade name 971-U, manufactured by M-Chem Co., Ltd.), 2 parts by weight of Mighty-1000, and 30 parts by weight of lime perphosphate is added to 100 parts by weight of Chinese light-burned mahnesia (80-120 mesh). (A) (A) 200 parts by weight of sand (0.5 mm under) and 100 parts by weight of water and kneaded are referred to as (B). (B) is poured into a polyethylene mold 28. The pH of water obtained by subjecting the solidified product removed from the mold after natural curing for 28 days to water curing for 28 days was 8.8.
中国産軽焼マグネシア(80〜120メッシュ)100重量部にシリカヒュ−ム(エム・ケム社製)10重量部、過リン酸石灰30重量部、マイティ−1000を2重量部の混合物を(A)とし(A)に山砂200重量部、水100重量部を加えて混練りしたものを(B)とし(B)を▲1▼.直径49.8cm、▲2▼直径48.3cm 長さ15cmの丸竹を一方の節壁を残した竹節空間に充填して28日間自然養生うをしてスパン10cm、クロスヘッドスピ−ド10mm/sで曲げ試験を実施した。埼玉県産業技術センタ−内 島津製作所AG−100KN)使用 結果▲1▼96.4kg/cm2、▲2▼87.3kg/cm2 比較として(B)を充填しないもの▲3▼直径46.7cm▲4▼緒系48.3cm 長さ15cmとし同様に曲げ試験を実施した。結果は▲3▼35.1kg/cm2▲4▼40.8kg/cm2であった。A mixture of 10 parts by weight of silica fume (manufactured by M-Chem Co., Ltd.), 30 parts by weight of lime superphosphate and 2 parts by weight of Mighty-1000 in 100 parts by weight of light-burned magnesia (80-120 mesh) from China And (A) added with 200 parts by weight of mountain sand and 100 parts by weight of water and kneaded, and (B) was changed to (1). 49.8cm in diameter, 2) 48.3cm in diameter 15cm in length, filled with bamboo bamboo space with one node wall, and naturally cured for 28 days, span 10cm, crosshead speed 10mm / A bending test was performed at s. Saitama Industrial Technology Center, Shimadzu Corporation AG-100KN) Use result (1) 96.4kg / cm2, (2) 87.3kg / cm2 For comparison (B) not filled (3) Diameter 46.7cm (4) ▼ System 48.3 cm Length was 15 cm and the bending test was conducted in the same manner. The result was (3) 35.1 kg / cm 2 (4) 40.8 kg /
中国産軽焼マグネシア(80〜120メッシュ)100重量部にシリカヒュ−ムエム・ケム社製)10重量部、重過リン酸石灰30重量部、マイティ−1000を2重量部の混合物を(A)とし(A)に山砂250重量部、水150重量部を加えて混練りしたものを(B)とし(B)を▲1▼.直径50.3cm、▲2▼直径49.3cm 長さ15cmの丸竹を一方の節壁を残した竹節空間に充填して28日間自然養生うをしてスパン10cm、クロスヘッドスピ−ド10mm/sで曲げ試験を実施した。埼玉県産業技術センタ−内 島津製作所AG−100KN)使用 結果▲1▼120.4kg/cm2、▲2▼114.5kg/cm2 比較として(B)を充填しないもの▲3▼直径49.6cm▲4▼緒系49.7cm 長さ15cmとし同様に曲げ試験を実施した。結果は▲3▼45.1kg/cm2▲4▼50.2kg/cm2であったA mixture of 10 parts by weight of Chinese light-burned magnesia (80-120 mesh) and 10 parts by weight of silica fume chem), 30 parts by weight of heavy superphosphate lime, and 2 parts by weight of Mighty-1000 is (A). A mixture obtained by adding 250 parts by weight of sand and 150 parts by weight of water to (A) and kneading is defined as (B), and (B) is changed to (1). 50.3cm in diameter, (2) 49.3cm in diameter 15cm long round bamboo filled into the bamboo knot space leaving one knot wall and allowed to grow naturally for 28 days, span 10cm, crosshead speed 10mm / A bending test was performed at s. Saitama Industrial Technology Center, Shimadzu AG-100KN) Use result (1) 120.4kg / cm2, (2) 114.5kg / cm2 For comparison (B) not filled (3) Diameter 49.6cm (4) ▼ Introduction system 49.7cm The length was 15cm and the bending test was carried out in the same manner. The result was (3) 45.1 kg / cm 2 (4) 50.2 kg /
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103015567A (en) * | 2012-12-30 | 2013-04-03 | 北京工业大学 | Compound wall body formed by connecting small round wood through bamboo nails and method for making same |
CN111072351A (en) * | 2020-01-21 | 2020-04-28 | 福建农林大学 | Modified bamboo fiber reinforced cement mortar and preparation method thereof |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103015567A (en) * | 2012-12-30 | 2013-04-03 | 北京工业大学 | Compound wall body formed by connecting small round wood through bamboo nails and method for making same |
CN111072351A (en) * | 2020-01-21 | 2020-04-28 | 福建农林大学 | Modified bamboo fiber reinforced cement mortar and preparation method thereof |
CN111072351B (en) * | 2020-01-21 | 2022-03-08 | 福建农林大学 | Modified bamboo fiber reinforced cement mortar and preparation method thereof |
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