JP2007284974A - Soil block - Google Patents

Soil block Download PDF

Info

Publication number
JP2007284974A
JP2007284974A JP2006112645A JP2006112645A JP2007284974A JP 2007284974 A JP2007284974 A JP 2007284974A JP 2006112645 A JP2006112645 A JP 2006112645A JP 2006112645 A JP2006112645 A JP 2006112645A JP 2007284974 A JP2007284974 A JP 2007284974A
Authority
JP
Japan
Prior art keywords
soil block
soil
moss
bacteria
cement
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
JP2006112645A
Other languages
Japanese (ja)
Inventor
Kanji Nakajima
観司 中島
Keiko Sakamoto
惠子 阪本
Masayuki Koga
雅之 古賀
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.)
BIG BIO KK
SHIIMA CONSULTANT KK
Koyoh Corp
Cima Consultant KK
Original Assignee
BIG BIO KK
SHIIMA CONSULTANT KK
Koyoh Corp
Cima Consultant KK
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 BIG BIO KK, SHIIMA CONSULTANT KK, Koyoh Corp, Cima Consultant KK filed Critical BIG BIO KK
Priority to JP2006112645A priority Critical patent/JP2007284974A/en
Publication of JP2007284974A publication Critical patent/JP2007284974A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a soil block which exhibits appearance excellent in harmony with the natural environment, and has not only water permeability and water retentivity but also fungicidal and moss-proof properties imparted thereto. <P>SOLUTION: The soil block is formed in the following manner. First, a soil-based aggregate 10, a cement-based hardener 11, and bacteria 16 having fungicidal/moss-proof properties imparted thereto are charged in a mixer 12, and sufficiently agitated and mixed, to which a nodulizing agent 14 is added, and further the resultant material is agitated and mixed, to thereby form a slurry mixture 15. The mixture 15 thus obtained is charged into a mold of an oscillating pressing device to be molded into a predetermined shape, and then hardened, to thereby form the soil block. The soil block 1 has a three-dimensional network structure, and therefore it exerts excellent water permeability and water retentivity. Further by the inclusion of the soil-based aggregate 10, the soil block exhibits the appearance excellent in harmony with the natural environment. Furthermore the soil block contains the bacteria 16 having the fungicidal/moss-proof properties, and therefore it can exert excellent fungicidal and moss-proof properties over a long period of time after construction. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、透水性および保水性を兼備するとともに防カビ性なども備えた土質ブロックに関する。   The present invention relates to a soil block that has both water permeability and water retention and also has antifungal properties.

歩道、公園内の通路、駐車場などの舗装材として使用される透水性ブロックは、従来、採石や砂などの石系骨材をセメントや合成樹脂などの固化材で固化させることによって形成されている。従来の透水性ブロックは、その内部に多数の気孔を有する多孔質構造のものが一般的であるが、ブロック表面が滑りやすい、歩行感が悪いなどの欠点がある。   Permeable blocks used as paving materials for sidewalks, walkways in parks, parking lots, etc. are conventionally formed by solidifying stone-based aggregates such as quarrying and sand with solidifying materials such as cement and synthetic resin Yes. Conventional water-permeable blocks generally have a porous structure having a large number of pores inside, but have drawbacks such that the block surface is slippery and the walking feeling is poor.

そこで、本発明者は、セメント系固化材、ガラス粉末および団粒化剤を含む混合物を固化させることによって形成される透水性ブロックを提案している(例えば、特許文献1参照。)。   Then, this inventor has proposed the water-permeable block formed by solidifying the mixture containing a cement-type solidification material, glass powder, and an aggregating agent (for example, refer patent document 1).

特開2002−29809号公報JP 2002-29809 A

従来の透水性ブロックはコンクリート製品であるため、無機質で冷たい印象があり、外観性に劣る。特に、自然環境との外観的調和が求められる場所に配置されたコンクリート製品は周囲の景色に馴染まず、違和感を与えることが多い。また、歩道などのように人間が歩く場所に敷設した場合、舗装面から視覚を通じて受ける印象によって歩く感触が左右されることが多いため、従来の透水性ブロックは、硬質で歩きにくいような感じを与えている。さらに、従来の透水性ブロックは多孔質構造であるが故に、水分を長期間にわたって保持することがあるため、その表面にカビが生えたり、苔が生えたりすることもある。このような状況は、特許文献1に記載の透水性ブロックの場合も同様である。   Since the conventional water-permeable block is a concrete product, it has an inorganic and cold impression and is inferior in appearance. In particular, concrete products placed in places where external harmony with the natural environment is required are often unfamiliar with the surrounding scenery and give a sense of incongruity. Also, when laid on a place where people walk, such as sidewalks, the feeling of walking is often influenced by the impression received through the pavement surface, so conventional permeable blocks are hard and difficult to walk. Giving. Furthermore, since the conventional water permeable block has a porous structure, it may retain moisture for a long period of time, and mold or moss may grow on its surface. Such a situation is the same in the case of the water-permeable block described in Patent Document 1.

本発明が解決しようとする課題は、自然環境との調和性に優れた外観を有し、透水性、および保水性を兼備し、防カビ性・防苔性も備えた土質ブロックを提供することにある。   The problem to be solved by the present invention is to provide a soil block that has an appearance excellent in harmony with the natural environment, has water permeability and water retention, and also has mold prevention and moss prevention properties. It is in.

本発明の土質ブロックは、セメント系固化材、セメント、消石灰のうちの1以上と、土系骨材と、団粒化剤と、防カビ性および防苔性を有する細菌類とを含む混合物を固化させて形成したことを特徴とする。このような構成とすれば、セメント系固化材、セメント、消石灰のうちの1以上と、土質骨材と、団粒化剤とを含む混合物においては、団粒化剤に含まれるイオンの作用により、セメント系固化材、セメント、消石灰のうちの1以上と土系骨材の粒子とが立体的な団粒構造を形成するため、連続した空隙が発生する。従って、これらの混合物を固化させることにより、透水性と保水性とをバランス良く兼備したブロックを得ることができる。また、土系骨材を含むことにより、天然土に似た特有の外観、色調、質感を発現するため、自然環境との調和性に優れた外観性を得ることができる。さらに、防カビ性および防苔性を有する細菌類を含んでいるため、施工後も長期間にわたって防カビ性・防苔性を発揮する。   The soil block of the present invention comprises a mixture containing at least one of cement-based solidified material, cement, slaked lime, soil-based aggregate, aggregating agent, and bacteria having antifungal and anti-moss properties. It is characterized by being formed by solidification. With such a configuration, in the mixture containing one or more of cementitious solidifying material, cement, slaked lime, soil aggregate, and aggregating agent, the action of ions contained in the aggregating agent Since one or more of cementitious solidified material, cement, and slaked lime and particles of soil-based aggregate form a three-dimensional aggregate structure, continuous voids are generated. Therefore, by solidifying these mixtures, a block having both water permeability and water retention can be obtained. In addition, by including an earth-based aggregate, a unique appearance, color tone, and texture similar to natural soil are exhibited, so that an appearance with excellent harmony with the natural environment can be obtained. Furthermore, since it contains bacteria having fungicidal and moss-proofing properties, it exhibits mold-proofing and moss-proofing properties over a long period of time after construction.

なお、本発明の土質ブロックに含まれる土系骨材は一定形状のブロックを形成する主材料となり、団粒化剤は土系骨材とセメント系固化材の粒子を立体的な団粒構造へと変化させる作用を果たし、セメント系固化材、セメント、消石灰はそれぞれ、団粒化剤によって形成された団粒構造を外力で破壊されない強度に固める作用を果たす。なお、セメント系固化材、セメント、消石灰は、土系骨材の種類、当該土質ブロックの用途などに応じて使い分けることが望ましく、2以上を混合して使用することもできる。   In addition, the earth-based aggregate contained in the soil block of the present invention is a main material that forms a block having a fixed shape, and the aggregating agent converts the particles of the earth-based aggregate and the cement-based solidified material into a three-dimensional aggregate structure. The cement-based solidifying material, cement, and slaked lime each act to solidify the aggregate structure formed by the aggregate agent to a strength that is not destroyed by external force. The cement-based solidifying material, cement, and slaked lime are preferably used in accordance with the type of soil-based aggregate, the use of the soil block, and the like, and two or more can be used in combination.

ここで、前記細菌類として、バチルススパリカス、バチルスサブチルス、バチルスツリュゲナイセスのうちの1以上を用いることが望ましい。これらの細菌類は、土質ブロックの構成成分中においても防カビ作用および防苔作用を失うことがないので、長期間にわたって防カビ性および防苔性を維持することができる。   Here, it is preferable to use one or more of Bacillus sp., Bacillus subtilis, and Bacillus thrugenesis as the bacteria. Since these bacteria do not lose their antifungal and moss-proofing effects even in the constituents of the soil block, they can maintain the antifungal and moss-proofing properties for a long time.

一方、前記土系骨材としては、砂質土、粘土、ヘドロのうちの1以上を用いることができる。砂質土、粘土を用いればこれらの素材が具備する独特の質感を備えたブロックを形成することができる。また、ヘドロを用いれば、廃棄物の有効活用を図ることができる。   On the other hand, as the earth-based aggregate, one or more of sandy soil, clay and sludge can be used. If sandy soil or clay is used, a block having the unique texture of these materials can be formed. Moreover, if sludge is used, waste can be effectively utilized.

また、前記団粒化剤として、アクリル酸・メタクリル酸ジメチルアミノエチル共重合物のマグネシウム塩とポリエチレンイミンとの複合体を含む高分子化合物を用いることにより、比較的強固な団粒構造を形成することができる。   Further, as the aggregating agent, a relatively strong aggregate structure is formed by using a polymer compound containing a complex of magnesium salt of acrylic acid / dimethylaminoethyl methacrylate copolymer and polyethyleneimine. be able to.

本発明により、自然環境との調和性に優れた外観を有し、透水性、および保水性を兼備し、防カビ性・防苔性も備えた土質ブロックを提供することができる。   According to the present invention, it is possible to provide a soil block having an appearance excellent in harmony with the natural environment, water permeability and water retention, and also having mold resistance and moss resistance.

以下、図面に基づいて、本発明の実施の形態について説明する。図1は本発明の実施の形態である土質ブロックの製造工程の一部を示す図、図2は本発明の実施の形態である土質ブロックを示す斜視図、図3は図2に示す土質ブロックを用いて形成した舗装構造の一例を示す垂直断面図である。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a diagram showing a part of a manufacturing process of a soil block according to an embodiment of the present invention, FIG. 2 is a perspective view showing the soil block according to an embodiment of the present invention, and FIG. 3 is a soil block shown in FIG. It is a vertical sectional view which shows an example of the pavement structure formed using.

図1に示すように、土系骨材10、セメント系固化材11および防カビ性・防苔性を有する細菌類16をミキサ12に投入して充分に撹拌、混合する。ミキサ12はモータ13などを用いた撹拌駆動機構を有する一般的なものを用いることができる。土系骨材10とセメント系固化材11とがムラ無く混合されたら、団粒化剤14を添加し、さらに撹拌、混練することによってスラリー状の混合物15を形成する。このようにして得られた混合物15を振動プレス装置(図示せず)の型枠内に投入して所定形状に成形した後、固化させる。   As shown in FIG. 1, earth-based aggregate 10, cement-based solidified material 11, and fungi-resistant moss 16 are put into a mixer 12 and sufficiently stirred and mixed. The mixer 12 may be a general mixer having a stirring drive mechanism using a motor 13 or the like. When the earth-based aggregate 10 and the cement-based solidified material 11 are mixed evenly, the aggregating agent 14 is added, and the mixture 15 is further stirred and kneaded to form a slurry-like mixture 15. The mixture 15 thus obtained is put into a mold of a vibration press device (not shown), formed into a predetermined shape, and then solidified.

型枠(図示せず)内に投入された混合物15中においては、団粒化剤14の団粒化作用により、土系骨材10、セメント系固化材11などの粒子群が互いに結合して団粒化しながら立体網目構造が形成されていき、この過程において、さらに結合、連結が進行して、大小の間隙を有する多孔質状の粗大粒子が形成され、養生過程を経ることによって固化する。従って、型枠(図示せず)内の混合物15が充分に固化した後、脱型して取り出すと図2に示すような土質ブロック1が完成する。   In the mixture 15 put in a mold (not shown), the aggregates of the aggregated agent 14 cause the particle groups such as the earth-based aggregate 10 and the cement-based solidified material 11 to bond to each other. A three-dimensional network structure is formed while agglomerating, and in this process, bonding and connection further progress to form porous coarse particles having large and small gaps, which are solidified through a curing process. Accordingly, when the mixture 15 in the mold (not shown) is sufficiently solidified and then removed from the mold, the soil block 1 as shown in FIG. 2 is completed.

このような工程を経て形成された土質ブロック1は立体網目構造を備えているため、この立体網目構造内に存在する連続した空隙により、水分を効率的に吸収したり、透過したりする機能が生じ、優れた透水性および保水性を発揮する。また、土質ブロック1は、土系骨材10を含むことにより、天然土に似た外観、色調、質感を発現するため、自然環境との調和性に優れた外観性を呈する。さらに、防カビ性・防苔性を有する細菌類16を含んでいるため、施工後、長期間にわたって優れた防カビ性および防苔性を発揮する。そのほか、防カビ性・防苔性を有する細菌類16は、近傍の臭気を分解したり、水質を浄化したりする作用も有しているため、悪臭軽減や周辺環境の浄化などの効果も得ることができる。   Since the soil block 1 formed through such a process has a three-dimensional network structure, it has a function of efficiently absorbing and permeating moisture by continuous voids existing in the three-dimensional network structure. Resulting in excellent water permeability and water retention. Further, since the soil block 1 includes the earth-based aggregate 10, the soil block 1 exhibits an appearance, a color tone, and a texture similar to natural soil, and thus exhibits an appearance that is excellent in harmony with the natural environment. Furthermore, since it contains the fungi 16 having antifungal properties and anti-moss properties, it exhibits excellent anti-mold properties and anti-moss properties over a long period of time after construction. In addition, the fungi- and moss-proofing bacteria 16 also have the effect of degrading nearby odors and purifying water quality, so that the effects of reducing bad odors and purifying the surrounding environment are also obtained. be able to.

図2に示す土質ブロック1は長さ20cm、幅10cm、高さ6cmの直方体形状であるが、形状、サイズはこれに限定するものではなく、また、その用途も様々であるが、例えば、図3に示すような舗装構造の建設用資材として土質ブロック1を使用することができる。図3に示す舗装構造は、路床2の上にクラッシャーランを敷設することによって路盤3を形成し、この路盤3の上面にクッションサンド層4を敷設し、さらにクッションサンド層4の上面に複数の土質ブロック1を配列することによって形成されている。   The soil block 1 shown in FIG. 2 has a rectangular parallelepiped shape having a length of 20 cm, a width of 10 cm, and a height of 6 cm. However, the shape and size are not limited to this, and the uses thereof are various. The soil block 1 can be used as a construction material having a pavement structure as shown in FIG. In the pavement structure shown in FIG. 3, a roadbed 3 is formed by laying a crusher run on the roadbed 2, a cushion sand layer 4 is laid on the upper surface of the roadbed 3, and a plurality of cushion sand layers 4 are further formed on the upper surface of the cushion sand layer 4. It is formed by arranging soil blocks 1.

舗装面上に降った雨水などは土質ブロック1中に速やかに吸収され、立体網目構造内に存在する連続した空隙によって保水されるとともに、保水しきれない雨水は下方へ浸透させることができるため、透水性と保水性のバランスの良好な舗装構造を形成することができる。また、土系骨材10を含むことにより、天然土に似た外観、色調、質感を発現するため、自然環境との調和性に優れた外観性が得られる。さらに、夏季などの気温の高い時期には、土質ブロック1中に保持されている水分が表面から蒸発し、その際に気化熱を奪うので、舗装部分の温度上昇を抑制することができる。このため、いわゆるヒートアイランド現象の防止にも有効である。   Rainwater that has fallen on the pavement surface is quickly absorbed into the soil block 1 and is retained by continuous voids existing in the three-dimensional network structure, and rainwater that cannot be retained can penetrate downward. A pavement structure having a good balance between water permeability and water retention can be formed. Moreover, since the appearance, color tone, and texture similar to natural soil are expressed by including the earth-based aggregate 10, an appearance that is excellent in harmony with the natural environment can be obtained. Furthermore, in a period of high temperature such as summer, the moisture retained in the soil block 1 evaporates from the surface, and the heat of vaporization is taken away at that time, so that the temperature increase of the pavement portion can be suppressed. For this reason, it is also effective in preventing the so-called heat island phenomenon.

一方、土質ブロック1中に含まれている、防カビ性・防苔性を有する細菌類16は、近傍の臭気を分解したり、水質を浄化したりする作用も有しているため、土質ブロック1が敷設された現場付近の悪臭軽減や環境浄化などの効果も得ることができる。なお、図3に示すように、水平方向に隣り合う土質ブロック1の間の隙間5には、例えば、砂などの目地材を充填することが望ましい。   On the other hand, the fungi-proof and moss-proof bacteria 16 contained in the soil block 1 have the action of decomposing odors in the vicinity and purifying the water quality. It is also possible to obtain effects such as odor mitigation and environmental purification near the site where 1 is laid. In addition, as shown in FIG. 3, it is desirable to fill the gap 5 between the soil blocks 1 adjacent in the horizontal direction with a joint material such as sand, for example.

図1に示す混合工程で形成される混合物15の組成は特に限定するものではないが、本実施形態においては、土系骨材10として砂質土を用い、セメント系固化材11として高炉セメントを使用し、団粒化剤14として有限会社グローバル研究所の「商品名:GB−2000」を用い、細菌類16としてバチルススパリカス、バチルスサブチルス、バチルスツリュゲナイセスを含む細菌類(株式会社ビッグバイオの粉末状細菌)を用いたところ、強固な団粒構造が形成されるとともに、優れた防カビ性・防苔性を得ることができた。なお、「GB−2000」はアクリル酸・メタクリル酸ジメチルアミノエチル共重合物のマグネシウム塩とポリエチレンイミンとの複合体からなる高分子化合物である。「GB−2000」は原液のまま、あるいは水溶液にして使用することができる。   The composition of the mixture 15 formed in the mixing step shown in FIG. 1 is not particularly limited, but in this embodiment, sandy soil is used as the earth-based aggregate 10 and blast furnace cement is used as the cement-based solidifying material 11. Used as the aggregating agent 14 "Brand name: GB-2000" of Global Research Institute, Ltd., and as bacteria 16, bacteria containing Bacillus spuricas, Bacillus subtilis, Bacillus turgenises (stocks) When using the company's Big Bio powdery bacteria, a strong aggregate structure was formed, and excellent antifungal and anti-moss properties were obtained. “GB-2000” is a polymer compound composed of a composite of a magnesium salt of acrylic acid / dimethylaminoethyl methacrylate copolymer and polyethyleneimine. “GB-2000” can be used as a stock solution or in an aqueous solution.

なお、本実施形態において、混合物15を構成する各成分の混合比率は次の通りであるが、これに限定するものではないので、土質ブロック1の用途、土系骨材10の種類、性状などによって変更することができる。
土系骨材10(砂質土):1000kg〜1500kg
高炉セメント:100kg〜200kg
団粒化剤14(GB−2000の原液):1リットル〜10リットル
細菌類16(株式会社ビッグバイオの粉末状細菌):1kg〜100kg
水:適量(混合物15の固さ、流動性を確認しながら添加量を調節する。)
In this embodiment, the mixing ratio of each component constituting the mixture 15 is as follows, but is not limited to this, so the use of the soil block 1, the type of soil-based aggregate 10, properties, etc. Can be changed by.
Earth-based aggregate 10 (sandy soil): 1000 kg to 1500 kg
Blast furnace cement: 100kg to 200kg
Aggregating agent 14 (stock solution of GB-2000): 1 liter to 10 liters Bacteria 16 (Big Bio powdered bacteria): 1 kg to 100 kg
Water: Appropriate amount (adjustment amount is adjusted while confirming the hardness and fluidity of the mixture 15)

本実施形態においては、混合物15を成形、固化させて作られた土質ブロック1の性質、用途などについて説明したが、スラリー状の混合物15をそのまま地盤上などに打設することも可能であり、これによって、防草目的の舗装面あるいは歩道などを形成することができる。また、混合物15を形成する際に植物系や樹脂系などの繊維材を入れることも可能であり、繊維材を混入させた混合物15を前記と同様の工程を経て成形、固化させれば、土質ブロック1の強度を上げることができる。   In the present embodiment, the properties and applications of the soil block 1 formed by molding and solidifying the mixture 15 have been described, but the slurry-like mixture 15 can be directly placed on the ground, etc. This makes it possible to form a pavement surface or a sidewalk for grass prevention purposes. Further, when forming the mixture 15, it is possible to add a fiber material such as a plant or resin, and if the mixture 15 mixed with the fiber material is molded and solidified through the same steps as described above, The strength of the block 1 can be increased.

本発明の土質ブロックは、歩道、駐車場などの舗装資材、河川の護岸工事や斜面保護工事用の資材、防草目的の敷設資材などとして広く利用することができる。   The soil block of the present invention can be widely used as pavement materials for sidewalks, parking lots, river revetment works and slope protection works, and laying materials for grass prevention purposes.

本発明の実施の形態である土質ブロックの製造工程の一部を示す図である。It is a figure which shows a part of manufacturing process of the soil block which is embodiment of this invention. 本発明の実施の形態である土質ブロックを示す斜視図である。It is a perspective view which shows the soil block which is embodiment of this invention. 図2に示す土質ブロックを用いて形成した舗装構造の一例を示す垂直断面図である。It is a vertical sectional view showing an example of a pavement structure formed using the soil block shown in FIG.

符号の説明Explanation of symbols

1 土質ブロック
2 路床
3 路盤
4 クッションサンド層
5 隙間
10 土系骨材
11 セメント系固化材
12 ミキサ
13 モータ
14 団粒化剤
15 混合物
16 細菌類
DESCRIPTION OF SYMBOLS 1 Soil block 2 Subgrade 3 Subbase 4 Cushion sand layer 5 Crevice 10 Earth system aggregate 11 Cement system solidification material 12 Mixer 13 Motor 14 Aggregating agent 15 Mixture 16 Bacteria

Claims (4)

セメント系固化材、セメント、消石灰のうちの1以上と、土系骨材と、団粒化剤と、防カビ性および防苔性を有する細菌類とを含む混合物を固化させて形成したことを特徴とする土質ブロック。   It is formed by solidifying a mixture containing at least one of cement-based solidifying material, cement, slaked lime, earth-based aggregate, aggregating agent, and fungi- and moss-proofing bacteria. A featured soil block. 前記細菌類として、バチルススパリカス、バチルスサブチルス、バチルスツリュゲナイセスのうちの1以上を用いた請求項1記載の土質ブロック。   The soil block according to claim 1, wherein at least one of Bacillus sp., Bacillus subtilis, and Bacillus thrugenesis is used as the bacteria. 前記土系骨材として、砂質土、粘土、ヘドロのうちの1以上を用いた請求項1または2記載の土質ブロック。   The soil block according to claim 1 or 2, wherein at least one of sandy soil, clay, and sludge is used as the soil-based aggregate. 前記団粒化剤として、アクリル酸・メタクリル酸ジメチルアミノエチル共重合物のマグネシウム塩とポリエチレンイミンとの複合体を含む高分子化合物を用いた請求項1〜3の何れかに記載の土質ブロック。   The soil block according to any one of claims 1 to 3, wherein a polymer compound including a complex of a magnesium salt of acrylic acid / dimethylaminoethyl methacrylate copolymer and polyethyleneimine is used as the aggregating agent.
JP2006112645A 2006-04-14 2006-04-14 Soil block Pending JP2007284974A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006112645A JP2007284974A (en) 2006-04-14 2006-04-14 Soil block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006112645A JP2007284974A (en) 2006-04-14 2006-04-14 Soil block

Publications (1)

Publication Number Publication Date
JP2007284974A true JP2007284974A (en) 2007-11-01

Family

ID=38757009

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006112645A Pending JP2007284974A (en) 2006-04-14 2006-04-14 Soil block

Country Status (1)

Country Link
JP (1) JP2007284974A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009221685A (en) * 2008-03-14 2009-10-01 Infratec Co Ltd Construction method for side ditch equipped with permeable pavement
JP2009270302A (en) * 2008-05-02 2009-11-19 Shiima Consultant:Kk Pavement structure
JP2010203195A (en) * 2009-03-05 2010-09-16 Shiima Consultant:Kk Block
JP2012107396A (en) * 2010-11-15 2012-06-07 Hayashi Kensetsu Kk Slope face method and slope face structure
JP2018513096A (en) * 2015-03-10 2018-05-24 バイオメイソン インコーポレイテッド Compositions and methods for dustproof and building material manufacture
CN111501454A (en) * 2020-04-23 2020-08-07 山东交通学院 Method for treating soft soil roadbed at bridge head roadbed transition section based on biological enzyme curing material and construction process
US11472738B2 (en) 2010-04-27 2022-10-18 Biomason Inc. Methods for the manufacture of colorfast masonry
US11518687B2 (en) 2017-10-05 2022-12-06 Biomason Inc. Biocementation method and system
US11795108B2 (en) 2016-10-31 2023-10-24 Biomason Inc. Microorganism loaded aggregate and manufacturing methods

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1045454A (en) * 1996-08-02 1998-02-17 Kassei Kk Production of waterproof cement compound and method using the same
JP2002029809A (en) * 2000-07-10 2002-01-29 Shiima Consultant:Kk Water permeable block and manufacturing method of the same
WO2002048069A1 (en) * 2000-12-12 2002-06-20 Koyoh Corporation Ltd. Cement paste containing microbial cells
JP2004346580A (en) * 2003-05-21 2004-12-09 Shibayama Cement Seihin Kojo:Kk Pavement structure and construction method therefor

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1045454A (en) * 1996-08-02 1998-02-17 Kassei Kk Production of waterproof cement compound and method using the same
JP2002029809A (en) * 2000-07-10 2002-01-29 Shiima Consultant:Kk Water permeable block and manufacturing method of the same
WO2002048069A1 (en) * 2000-12-12 2002-06-20 Koyoh Corporation Ltd. Cement paste containing microbial cells
JP2004346580A (en) * 2003-05-21 2004-12-09 Shibayama Cement Seihin Kojo:Kk Pavement structure and construction method therefor

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009221685A (en) * 2008-03-14 2009-10-01 Infratec Co Ltd Construction method for side ditch equipped with permeable pavement
JP2009270302A (en) * 2008-05-02 2009-11-19 Shiima Consultant:Kk Pavement structure
JP2010203195A (en) * 2009-03-05 2010-09-16 Shiima Consultant:Kk Block
US11472738B2 (en) 2010-04-27 2022-10-18 Biomason Inc. Methods for the manufacture of colorfast masonry
JP2012107396A (en) * 2010-11-15 2012-06-07 Hayashi Kensetsu Kk Slope face method and slope face structure
JP2018513096A (en) * 2015-03-10 2018-05-24 バイオメイソン インコーポレイテッド Compositions and methods for dustproof and building material manufacture
US11795108B2 (en) 2016-10-31 2023-10-24 Biomason Inc. Microorganism loaded aggregate and manufacturing methods
US11518687B2 (en) 2017-10-05 2022-12-06 Biomason Inc. Biocementation method and system
CN111501454A (en) * 2020-04-23 2020-08-07 山东交通学院 Method for treating soft soil roadbed at bridge head roadbed transition section based on biological enzyme curing material and construction process

Similar Documents

Publication Publication Date Title
JP2007284974A (en) Soil block
KR20190006233A (en) Construction method of water-permeable pavement with excellent properties of stability, economy and conduct ability for pavement and road
KR100621963B1 (en) Soil paving composition using water-quenched blast furnace slag and method for paving ground using the same
KR101902799B1 (en) Floor board for sports and its construction method
JP5769999B2 (en) Pavement structure
JP2009270302A (en) Pavement structure
JP2006241700A (en) Soil block
JP4785817B2 (en) Pavement structure
JP2005180166A (en) Pavement structure
JP2007008733A (en) Water retentivity controllable concrete product capable of controlling water retentivity and water permeability
JP4387995B2 (en) Tile paving material
JP4861390B2 (en) Water retention block
JP2004251110A (en) Water retentive pavement structure
JP2002128560A (en) Water-absorbing molded form and its manufacturing method
JP5440832B2 (en) Earth-based paving material
KR100789877B1 (en) Manufacturing methods of recyclable inorganic composities with sandy loam for light weight pavement and manufacturing method of pavement using the same
JP2004067909A (en) Soil-improving material and mulching industrial method using the same
JP2003313809A (en) Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it
JP3638935B2 (en) Water retention pavement structure
JPH02157301A (en) Stabilization for permeable surface layer for road bed
JP3514521B2 (en) Simple pavement material and simple pavement method
JP2006052558A (en) Tile-facing permeable paving method using granulated material, and permeable tile-faced block
JP2002069907A (en) Flat plate for foot walk having permeable soil layer
JP2005248556A (en) Permeable paving material or molding material making use of rubber as basic material
JPH09296406A (en) Earth-paving agent and earth pavement and dust proofing method

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20090331

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Effective date: 20100818

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100824

A02 Decision of refusal

Effective date: 20101221

Free format text: JAPANESE INTERMEDIATE CODE: A02