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JP2006241700A - Soil block - Google Patents

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JP2006241700A
JP2006241700A JP2005054654A JP2005054654A JP2006241700A JP 2006241700 A JP2006241700 A JP 2006241700A JP 2005054654 A JP2005054654 A JP 2005054654A JP 2005054654 A JP2005054654 A JP 2005054654A JP 2006241700 A JP2006241700 A JP 2006241700A
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soil
soil block
cement
aggregate
mixture
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Kanji Nakajima
観司 中島
Masashi Shikada
昌史 鹿田
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Cima Consultant KK
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Cima Consultant KK
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    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure
    • 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

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

【課題】透水性および保水性を兼備し、外観が良好であり、自然環境との調和性にも優れた土質ブロックを提供する。
【解決手段】土系骨材10、セメント系固化材11をミキサ12に投入して充分に撹拌、混合した後、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を形成し、この混合物15を振動プレス装置の型枠内に投入して所定形状に成形した後、固化させることによって土質ブロックを形成する。団粒化剤に含まれるイオンの作用により、土系骨材10とセメント系固化材11の粒子とが立体的な団粒構造を形成し、連続した空隙が発生するため、この混合物15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、自然な外観性を有する土質ブロックを得ることができる。
【選択図】 図1
An object of the present invention is to provide a soil block which has both water permeability and water retention, has a good appearance, and is excellent in harmony with the natural environment.
A soil-like aggregate and a cement-based solidified material 11 are put into a mixer 12 and sufficiently agitated and mixed. Then, an aggregating agent 14 is added, and further agitated and kneaded to form a slurry mixture. 15 is formed, and the mixture 15 is put into a mold of a vibration press device and molded into a predetermined shape, and then solidified to form a soil block. Due to the action of ions contained in the aggregating agent, the earth-based aggregate 10 and the cement-based solidified material 11 particles form a three-dimensional aggregated structure, and continuous voids are generated, so that the mixture 15 is solidified. By doing so, it is possible to obtain a soil block having a balance between water permeability and water retention and having a natural appearance.
[Selection] Figure 1

Description

本発明は、透水性および保水性を兼備した土質ブロックに関する。   The present invention relates to a soil block having both water permeability and water retention.

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、砕石、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、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く、歩行感が悪い。   Permeable blocks used as pavement materials for sidewalks, walkways in parks, parking lots, etc. are conventionally formed by solidifying stone-based aggregates such as crushed stone and sand with a solidifying material such as cement or synthetic resin Yes. A conventional water-permeable block generally has a porous structure having a large number of pores inside, but the block surface is slippery and the walking feeling is poor.

そこで、本発明者は、ガラス粉末と、セメント系固化材と、団粒化剤と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 glass powder, a cement-type solidification material, and an aggregating agent. (For example, refer to 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を与えがちであり、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おいては、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もあり、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。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 tends to give 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, in places where people walk, such as sidewalks, the feeling of walking may be affected by the visual impression from the pavement surface, and the conventional water-permeable blocks give a feeling that it is hard and difficult to walk. . 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、透水性および保水性を兼備し、外観が良好であり、自然環境との調和性にも優れ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 having both water permeability and water retention, good appearance, and excellent harmony with the natural environment.

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、外観性が良好であり、自然環境との調和性にも優れている。   The soil block of the present invention is characterized in that it is formed by solidifying a mixture containing at least one of a cement-based solidifying material, cement, and slaked lime, a soil-based aggregate, and an aggregating agent. 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 specific appearance, color tone, and texture similar to natural soil are exhibited, so that the appearance is good and the harmony with the natural environment is also excellent.

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。   Here, one or more of sandy soil, clay, and sludge can be used as the earth-based aggregate. 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、透水性および保水性を兼備し、外観が良好であり、自然環境との調和性にも優れた土質ブロックを得ることができる。   According to the present invention, a soil block having both water permeability and water retention, good appearance, and excellent harmony with the natural environment can be obtained.

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, an earth-based aggregate 10 and a cement-based solidified material 11 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、外観性が良好であり、自然環境との調和性にも優れている。   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. In addition, since the soil block 1 includes the earth-based aggregate 10, it exhibits an appearance, a color tone, and a texture similar to natural soil, so that the appearance is good and the harmony with the natural environment is also excellent. .

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、外観性が良好であり、自然環境との調和性にも優れている。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。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。   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. In addition, by including the earth-based aggregate 10, the appearance, color tone, and texture similar to natural soil are expressed, so that the appearance is good and the harmony with the natural environment is also excellent. Furthermore, since the water | moisture content currently hold | maintained in the soil block 1 evaporates from the surface at the time of high temperature, such as summer, and takes away heat of vaporization in that case, the temperature rise of a pavement part can be suppressed. For this reason, it is also effective in preventing the so-called heat island phenomenon. In addition, as shown in FIG. 3, the gap | interval 5 between the soil blocks 1 adjacent to a horizontal direction is filled with joint materials, 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、住友大阪セメント株式会社の「商品名:タフロック3E(TL−3E)」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」を用いたところ、強固な団粒構造を形成することができた。「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 the present embodiment, sandy soil is used as the earth-based aggregate 10, and Sumitomo Osaka is used as the cement-based solidifying material 11. When using “Product name: Toughlock 3E (TL-3E)” of Cement Co., Ltd. and “Product name: GB-2000” of Global Laboratories Ltd. as the aggregating agent 14, a strong aggregate A structure could be formed. “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
セメント系固化材11(TL−3E):100kg〜200kg
団粒化剤14(GB−2000の原液):1リットル〜10リットル
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
Cement-based solidifying material 11 (TL-3E): 100 kg to 200 kg
Aggregating agent 14 (stock solution of GB-2000): 1 liter to 10 liters Water: appropriate amount (addition 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短繊維を入れることも可能であり、短繊維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 nature and use of the soil block 1 formed by molding and solidifying the mixture 15 has been described, but the slurry-like mixture 15 can be directly placed on the ground, etc. As a result, a paved surface or a sidewalk for grass prevention purposes can be formed. Moreover, when forming the mixture 15, it is possible to add short fibers such as plants and resins, and if the mixture 15 mixed with the short fibers 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
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

Claims (3)

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。   A soil block formed by solidifying a mixture containing at least one of a cement-based solidifying material, cement, and slaked lime, an earth-based aggregate, and an aggregating agent. 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記載の土質ブロック。   The soil block according to claim 1, 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または2記載の土質ブロック。   The soil block according to claim 1 or 2, wherein a polymer compound containing a complex of a magnesium salt of acrylic acid / dimethylaminoethyl methacrylate copolymer and polyethyleneimine is used as the aggregating agent.
JP2005054654A 2005-02-28 2005-02-28 Soil block Pending JP2006241700A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010203195A (en) * 2009-03-05 2010-09-16 Shiima Consultant:Kk Block
JP2011092098A (en) * 2009-10-29 2011-05-12 Shiima Consultant:Kk Weed control process
JP2012107396A (en) * 2010-11-15 2012-06-07 Hayashi Kensetsu Kk Slope face method and slope face structure

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JPH02123188A (en) * 1988-10-31 1990-05-10 Kitsuchiyou Sogo Shoji:Kk Hardenable soil composition and hardening of soil
JPH09255396A (en) * 1996-03-21 1997-09-30 Kamei Seito Kk Method for producing block body from fine-grain waste
JP2001138308A (en) * 1999-11-17 2001-05-22 Inax Corp Method for manufacturing inorganic plate
JP2002013102A (en) * 2000-06-28 2002-01-18 Shiima Consultant:Kk Soil improvement method
JP2002029809A (en) * 2000-07-10 2002-01-29 Shiima Consultant:Kk Water permeable block and method of manufacturing water permeable block
JP2003064607A (en) * 2001-08-22 2003-03-05 Asuto Japan:Kk Water-retentive concrete block and its manufacturing method
JP2004036217A (en) * 2002-07-03 2004-02-05 Kamei Seito Kk Water permeable block material and manufacturing method therefor
JP2004346580A (en) * 2003-05-21 2004-12-09 Shibayama Cement Seihin Kojo:Kk Pavement structure and construction method

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02123188A (en) * 1988-10-31 1990-05-10 Kitsuchiyou Sogo Shoji:Kk Hardenable soil composition and hardening of soil
JPH09255396A (en) * 1996-03-21 1997-09-30 Kamei Seito Kk Method for producing block body from fine-grain waste
JP2001138308A (en) * 1999-11-17 2001-05-22 Inax Corp Method for manufacturing inorganic plate
JP2002013102A (en) * 2000-06-28 2002-01-18 Shiima Consultant:Kk Soil improvement method
JP2002029809A (en) * 2000-07-10 2002-01-29 Shiima Consultant:Kk Water permeable block and method of manufacturing water permeable block
JP2003064607A (en) * 2001-08-22 2003-03-05 Asuto Japan:Kk Water-retentive concrete block and its manufacturing method
JP2004036217A (en) * 2002-07-03 2004-02-05 Kamei Seito Kk Water permeable block material and manufacturing method therefor
JP2004346580A (en) * 2003-05-21 2004-12-09 Shibayama Cement Seihin Kojo:Kk Pavement structure and construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010203195A (en) * 2009-03-05 2010-09-16 Shiima Consultant:Kk Block
JP2011092098A (en) * 2009-10-29 2011-05-12 Shiima Consultant:Kk Weed control process
JP2012107396A (en) * 2010-11-15 2012-06-07 Hayashi Kensetsu Kk Slope face method and slope face structure

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