JP2010053597A - Woody pavement material, and method of paving road surface and method of paving slope using the same - Google Patents

Woody pavement material, and method of paving road surface and method of paving slope using the same Download PDF

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JP2010053597A
JP2010053597A JP2008219766A JP2008219766A JP2010053597A JP 2010053597 A JP2010053597 A JP 2010053597A JP 2008219766 A JP2008219766 A JP 2008219766A JP 2008219766 A JP2008219766 A JP 2008219766A JP 2010053597 A JP2010053597 A JP 2010053597A
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Hideo Takahashi
秀雄 高橋
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TAKEI KENSETSU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a woody pavement material, using wood chips having high heat island prevention effects. <P>SOLUTION: This woody pavement material is obtained by mixing wood chip, pit sand, cement, solidification material, and water. The wood chip is sawdust of 6-10 mm manufactured, by crushing scrap wood such as pruned wood and thinned wood. The cement is normal Portland cement. The solidification material is a "bittern" which is a base liquid remaining after salt is removed from seawater and which is formed mainly of magnesium chloride. The mixing ratio of the wood chip and the pit sand is 10:1 to 8:3 by volume, the mixing ratio of the cement by volume is 3% of the total use amount of the wood chip and the pit sand, and the mixing ratio of the solidification material by volume is 4% of the use amount of cement. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、公園、庭園などにおける歩道、自転車道などの路面、歩道などの法面の舗装に用いるのに適した木質系舗装材に関する。   The present invention relates to a wood-based pavement suitable for use in pavement of roads such as sidewalks and bicycle paths in parks, gardens, and slopes such as sidewalks.

近年においては剪定木、間伐材などの不用材を細かく粉砕したウッドチップを用いた木質系舗装材、および、木質系舗装材を用いた舗装方法が提案されている。従来の塗装方法では、ウッドチップを路面上に敷き詰めて特殊な乳剤を散布して固める方法、ウッドチップにバインダ、凝固剤を混ぜて路面上に敷き詰めて固化させる方法などが知られている。特許文献1には後者の方法に用いる舗装材が提案されている。   In recent years, wood-based pavement materials using wood chips obtained by finely pulverizing waste materials such as pruned trees and thinned wood, and pavement methods using wood-based pavement materials have been proposed. As conventional coating methods, there are known a method in which wood chips are spread on a road surface and a special emulsion is dispersed and hardened, and a wood chip is mixed with a binder and a coagulant to spread on a road surface and solidified. Patent Document 1 proposes a pavement material used in the latter method.

このような木質系舗装材は、アスファルト舗装などに比べて次のような利点がある。
(1)環境性:間伐材、剪定木をチップ化して再利用しているので環境保護の点で優れている。
(2)透水性:雨水などの浸透性が高いので、水溜まりができにくい。
(3)クッション性:ウッドチップ特有の弾力性が歩行時の脚や腰への負担を軽減できる。
(4)防草性:植樹枡内を舗装することで雑草の繁茂を防止でき、維持管理費の節約が図れる。
(5)景観性:バインダーとして半透明なものを用いることにより、木の自然色が現れ、景観に優れている。
特開2008−75394号公報
Such wood-based pavement has the following advantages over asphalt pavement and the like.
(1) Environmental properties: Thinned wood and pruned trees are reused as chips, which is excellent in terms of environmental protection.
(2) Water permeability: Since it has high permeability such as rainwater, it is difficult to collect water.
(3) Cushioning property: Elasticity peculiar to wood chips can reduce the burden on the legs and waist during walking.
(4) Weed control: Weeding can be prevented by paving the inside of the planting ridge, and maintenance costs can be saved.
(5) Landscape: By using a translucent binder as a binder, the natural color of wood appears and the landscape is excellent.
JP 2008-75394 A

ここで、近年においては、アスファルト舗装などに起因するヒートアイランド現象が問題となっている。   Here, in recent years, a heat island phenomenon caused by asphalt pavement or the like has become a problem.

本発明の課題は、上記の木質系舗装材の利点を維持しつつ、ヒートアイランド現象防止効果に優れたウッドチップを用いた木質系舗装材を実現することにある。   An object of the present invention is to realize a wood-based pavement material using a wood chip that is excellent in the heat island phenomenon preventing effect while maintaining the advantages of the wood-based pavement material.

また、本発明の課題は、ヒートアイランド現象防止効果に優れた木質系舗装材を用いた路面舗装方法および法面舗装方法を提案することにある。   Another object of the present invention is to propose a road pavement method and a slope pavement method using a wooden pavement material excellent in the effect of preventing the heat island phenomenon.

上記の課題を解決するために、本発明は、
ウッドチップ、山砂、セメント、固化剤および水を混合して製造した木質系舗装材であって、
ウッドチップは、剪定木、間伐材などの廃材を粉砕することにより製造した6mm〜10mmのおが粉であり、
セメントは普通ポルトランドセメントであり、
固化剤は、海水から塩を取った残りの母液である、塩化マグネシウムを主成分とする「にがり」であり、
ウッドチップと山砂の配合比は、体積比で10:1〜8:3であり、
セメントの配合体積比は、ウッドチップおよび山砂の合計使用量に対して3%であり、
固化剤の配合体積比は、セメント使用量の4%であることを特徴としている。
In order to solve the above problems, the present invention provides:
A wooden paving material manufactured by mixing wood chips, mountain sand, cement, solidifying agent and water,
Wood chips are 6mm to 10mm sawdust produced by crushing waste materials such as pruned trees and thinned wood.
Cement is usually Portland cement,
The solidifying agent is "Nigari", the main component of magnesium chloride, which is the remaining mother liquor obtained by removing salt from seawater.
The mixing ratio of wood chips and mountain sand is 10: 1 to 8: 3 by volume,
The cement volume ratio is 3% with respect to the total amount of wood chips and mountain sand used.
The mixing volume ratio of the solidifying agent is characterized by 4% of the amount of cement used.

次に、本発明は、この構成の木質系舗装材を用いた路面舗装方法であって、
ウッドチップと山砂を10:1の割合で混練し、これにセメントを加えて混練し、しかる後に、水および固化剤を加えて混練して、前記木質系舗装材を調製し、
この木質系舗装材を、舗装対象の路面に形成した砕石路盤上に所定の厚さで敷き均し、
敷き均した木質系舗装材をローラーで転圧仕上げを施して、厚さ5cm以上の木質系舗装表面層を形成し、
この木質系舗装表面層を養生シートで覆って所定期間に亘り養生を行い、
しかる後に、養生シートを除去して乾燥養生させることを特徴としている。
Next, the present invention is a road pavement method using the wood-based pavement of this configuration,
Wood chips and mountain sand are kneaded at a ratio of 10: 1, and cement is added and kneaded, and then water and a solidifying agent are added and kneaded to prepare the wood-based paving material,
This wood-based pavement material is spread on a crushed stone roadbed formed on the road surface to be paved at a predetermined thickness,
Rolling and rolling the leveled wooden pavement material with a roller to form a wooden pavement surface layer with a thickness of 5 cm or more,
Cover this wooden pavement surface layer with a curing sheet and perform curing for a predetermined period of time,
After that, the curing sheet is removed to dry curing.

また、本発明は上記構成の木質系舗装材を用いた法面舗装方法であって、
ウッドチップと山砂を8:3の割合で混練し、これにセメントを加えて混練し、しかる後に、水および固化剤を加えて混練して、前記木質系舗装材を調製し、
この木質系舗装材を、2〜3kg/cm2の圧力で、舗装対象の法面に吹き付けて、厚さ5cm以上の木質系舗装表面層を形成し、
この木質系舗装表面層を養生シートで覆って所定期間に亘り養生を行い、
しかる後に、養生シートを除去して乾燥養生させることを特徴としている。
Further, the present invention is a slope pavement method using the above-structured wood-based pavement material,
Wood chips and mountain sand are kneaded at a ratio of 8: 3, and cement is added thereto and kneaded. Then, water and a solidifying agent are added and kneaded to prepare the wood-based paving material,
This wooden paving material is sprayed on the slope of the object to be paved at a pressure of 2 to 3 kg / cm 2 to form a wooden paving surface layer having a thickness of 5 cm or more,
Cover this wooden pavement surface layer with a curing sheet and perform curing for a predetermined period of time,
After that, the curing sheet is removed to dry curing.

本発明の木質系舗装材を用いて舗装された路面、法面は、環境性、透水性、クッション性、防草性、および景観性に優れていると共に、アルファルト舗装などに比べて、ヒートアイランド現象防止効果に優れていることが確認された。   The road surface and slope surface paved using the wood-based paving material of the present invention are excellent in environmental performance, water permeability, cushioning properties, herbicidal properties, and scenic properties, and in comparison with Alfalt pavement etc. It was confirmed that the phenomenon prevention effect was excellent.

以下に、図面を参照して、本発明を適用した木質系舗装材および舗装方法の実施例を説明する。   Below, with reference to drawings, the example of the wooden paving material and the paving method to which the present invention is applied is described.

表1に示す厚さT=5cmの場合の配合比でウッドチップ、山砂、セメントを混練して木質系舗装材を調製した。ウッドチップは、剪定木、間伐材などの廃材(広葉樹、針葉樹)を粉砕することにより製造した6mm〜10mmのおが粉である。セメントは普通ポルトランドセメント(JIS R 5210)である。ウッドチップと山砂の配合比を、体積比で10:1とし、セメントの配合体積比を、ウッドチップおよび山砂の合計使用量に対して3%とした。   Wood-based pavement materials were prepared by kneading wood chips, mountain sand, and cement at a blending ratio in the case of thickness T = 5 cm shown in Table 1. Wood chips are 6 mm to 10 mm sawdust produced by pulverizing waste materials (hardwood, conifers) such as pruned trees and thinned wood. The cement is usually Portland cement (JIS R 5210). The mixing ratio of wood chips and mountain sand was 10: 1 by volume, and the mixing volume ratio of cement was 3% with respect to the total usage of wood chips and mountain sand.

さらに、これらに、適量の固化剤および適量の水を加えて混練した。固化剤として、海水から塩を取った残りの母液である、塩化マグネシウムを主成分とする「にがり」を用いた。この固化剤としては、例えば「パープルマジック」の商品名で市販されているものを用いることができる。また、固化剤の配合量(kg)をセメント使用量(kg)の4%とした。   Furthermore, an appropriate amount of a solidifying agent and an appropriate amount of water were added to these and kneaded. As the solidifying agent, “Nigari”, which is the remaining mother liquor obtained by removing salt from seawater, mainly composed of magnesium chloride was used. As this solidifying agent, for example, a commercially available product under the name “Purple Magic” can be used. The blending amount (kg) of the solidifying agent was 4% of the cement usage (kg).

Figure 2010053597
Figure 2010053597

図1は木質系舗装材を用いた路面舗装工程を示す工程図である。この図を参照して説明すると、まず、表1に掲載した配合比により木質系舗装材を調製する混練作業を行う(S1:混練工程)。混練作業は工場において行っても良いが施工現場において行っても良い。この混練作業においては、ミキサーにより1350リットルの木質系舗装材を混練した。まず、ミキサーにウッドチップおよび山砂を投入して5分間混練した。次に、ミキサーにセメントを投入して10分間混練した。次に、ミキサーに水および固化剤を投入して10分間混練した。このようにして合計25分間の混練により木質系舗装材を調製した。   FIG. 1 is a process diagram showing a road surface paving process using a wooden paving material. If it demonstrates with reference to this figure, first, the kneading | mixing operation | work which prepares a wood type paving material with the mixture ratio published in Table 1 will be performed (S1: kneading process). The kneading operation may be performed at a factory or at a construction site. In this kneading operation, 1350 liters of a wooden pavement material was kneaded with a mixer. First, wood chips and mountain sand were put into a mixer and kneaded for 5 minutes. Next, cement was put into the mixer and kneaded for 10 minutes. Next, water and a solidifying agent were added to the mixer and kneaded for 10 minutes. In this way, a wooden paving material was prepared by kneading for a total of 25 minutes.

次に、木質系舗装材を作業場所に運搬して、舗装用の路面に敷き均す作業を行った(S2:敷き均し工程)。ここで、路面には、予め、所定厚さで砕石を敷き均した砕石路盤を形成しておいた。敷き均し厚さは、次の工程でのローラー転圧作業後において厚さ5cmとなるようにした。   Next, the wooden pavement was transported to the work place and spread on the pavement road surface (S2: spread leveling step). Here, on the road surface, a crushed stone roadbed was formed in advance by laying crushed stone with a predetermined thickness. The leveling thickness was set to 5 cm after the roller rolling operation in the next step.

この後に、ローラー転圧作業(S3:ローラー転圧工程)を行い、厚さが略5cmの木質系舗装表面層を形成した。   Thereafter, a roller rolling operation (S3: roller rolling step) was performed to form a woody pavement surface layer having a thickness of about 5 cm.

次に、養生シート(ビニールシート)で木質系舗装表面層を覆い、3日間養生した(S4:養生工程)。この後に、養生シートを除去して3日間乾燥養生し(S5:乾燥養生工程)、木質系舗装面を得た(S6)。   Next, the wooden pavement surface layer was covered with a curing sheet (vinyl sheet) and cured for 3 days (S4: curing process). Thereafter, the curing sheet was removed and dried and cured for 3 days (S5: drying curing process) to obtain a wooden paved surface (S6).

なお、厚さが7cm、10cmの木質系舗装表面層を形成する場合には、表1における厚さT=7cm、10cmの欄の配合比を採用すればよい。   In addition, what is necessary is just to employ | adopt the compounding ratio of the column of thickness T = 7cm in Table 1 in the case of forming a wood-type pavement surface layer with a thickness of 7 cm and 10 cm.

次に、木質系舗装面についてヒートアイランド現象防止効果測定試験を行った。試験では、木質系舗装面とアスファルト舗装面について同一環境温度下における温度変化を測定した。測定位置は、舗装面直近と、舗装面から50cmの空中位置、舗装面から100cmの空中位置、および舗装面から200cmの空中位置において行った。図2は、試験結果の一例を示すグラフである。   Next, a heat island phenomenon prevention effect measurement test was performed on the wooden pavement surface. In the test, the temperature change of the wooden pavement surface and the asphalt pavement surface under the same environmental temperature was measured. The measurement positions were performed immediately near the pavement surface, an aerial position 50 cm from the pavement surface, an aerial position 100 cm from the pavement surface, and an aerial position 200 cm from the pavement surface. FIG. 2 is a graph showing an example of test results.

このグラフからも分かるように、試験によって、本発明による木質系舗装面は、アスファルト舗装面に比べて、表面付近温度が平均して2℃低いことが確認された。また、表面から100cm上方位置においても、本発明による木質系舗装面の場合には、アスファルト舗装面に比べて約1℃低いことが確認された。   As can be seen from this graph, the test confirmed that the wood-based pavement surface according to the present invention has an average temperature near the surface that is 2 ° C. lower than that of the asphalt pavement surface. Further, even at a position 100 cm above the surface, it was confirmed that the wood-based pavement surface according to the present invention was about 1 ° C. lower than the asphalt pavement surface.

さらに、本発明者等の試験によれば、透水性、クッション性などの諸特性もウッドチップを用いた従来の木質系舗装材と同等以上の性能を備えていることが確認された。   Furthermore, according to the test by the present inventors, it has been confirmed that various properties such as water permeability and cushioning properties are equivalent to or better than those of conventional wood-based pavement materials using wood chips.

本発明を適用した木質系舗装材を用いた路面舗装方法の実施例を示す概略工程図である。It is a general | schematic process figure which shows the Example of the road surface pavement method using the wooden paving material to which this invention is applied. ヒートアイランド防止効果測定試験の一例を示すグラフである。It is a graph which shows an example of a heat island prevention effect measurement test.

符号の説明Explanation of symbols

S1 混練工程
S2 運搬・敷き均し工程
S3 ローラー転圧工程
S4 養生工程
S5 乾燥養生工程
S1 Kneading step S2 Transporting and leveling step S3 Roller rolling step S4 Curing step S5 Dry curing step

Claims (3)

ウッドチップ、山砂、セメント、固化剤および水を混合して製造した木質系舗装材であって、
ウッドチップは、剪定木、間伐材などの廃材を粉砕することにより製造した6mm〜10mmのおが粉であり、
セメントは普通ポルトランドセメントであり、
固化剤は、海水から塩を取った残りの母液である、塩化マグネシウムを主成分とするにがりであり、
ウッドチップと山砂の配合比は、体積比で10:1〜8:3であり、
セメントの配合体積比は、ウッドチップおよび山砂の合計使用量に対して3%であり、
固化剤の配合体積比は、セメント使用量の4%であることを特徴とする木質系舗装材。
A wooden paving material manufactured by mixing wood chips, mountain sand, cement, solidifying agent and water,
Wood chips are 6mm to 10mm sawdust produced by crushing waste materials such as pruned trees and thinned wood.
Cement is usually Portland cement,
The solidifying agent is a bittern bite mainly composed of magnesium chloride, which is the remaining mother liquor obtained by removing salt from seawater.
The mixing ratio of wood chips and mountain sand is 10: 1 to 8: 3 by volume,
The cement volume ratio is 3% with respect to the total amount of wood chips and mountain sand used.
A wood-based paving material characterized in that the mixing volume ratio of the solidifying agent is 4% of the amount of cement used.
請求項1に記載の木質系舗装材を用いた路面舗装方法であって、
ウッドチップと山砂を10:1の割合で混練し、これにセメントを加えて混練し、しかる後に、水および固化剤を加えて混練して、前記木質系舗装材を調製し、
この木質系舗装材を、舗装対象の路面に形成した砕石路盤上に所定の厚さで敷き均し、
敷き均した木質系舗装材をローラーで転圧仕上げを施して、厚さ5cm以上の木質系舗装表面層を形成し、
この木質系舗装表面層を養生シートで覆って所定期間に亘り養生を行い、
しかる後に、養生シートを除去して乾燥養生させることを特徴とする路面舗装方法。
A road surface paving method using the wooden paving material according to claim 1,
Wood chips and mountain sand are kneaded at a ratio of 10: 1, and cement is added and kneaded, and then water and a solidifying agent are added and kneaded to prepare the wood-based paving material,
This wood-based pavement material is spread on a crushed stone roadbed formed on the road surface to be paved at a predetermined thickness,
Rolling and rolling the leveled wooden pavement material with a roller to form a wooden pavement surface layer with a thickness of 5 cm or more,
Cover this wooden pavement surface layer with a curing sheet and perform curing for a predetermined period of time,
After that, the road pavement method is characterized by removing the curing sheet and drying and curing.
請求項1に記載の木質系舗装材を用いた法面舗装方法であって、
ウッドチップと山砂を8:3の割合で混練し、これにセメントを加えて混練し、しかる後に、水および固化剤を加えて混練して、前記木質系舗装材を調製し、
この木質系舗装材を、2〜3kg/cm2の圧力で、舗装対象の法面に吹き付けて、厚さ5cm以上の木質系舗装表面層を形成し、
この木質系舗装表面層を養生シートで覆って所定期間に亘り養生を行い、
しかる後に、養生シートを除去して乾燥養生させることを特徴とする法面舗装方法。
A slope pavement method using the wooden pavement according to claim 1,
Wood chips and mountain sand are kneaded at a ratio of 8: 3, and cement is added thereto and kneaded. Then, water and a solidifying agent are added and kneaded to prepare the wood-based paving material,
This wooden paving material is sprayed on the slope of the object to be paved at a pressure of 2 to 3 kg / cm 2 to form a wooden paving surface layer having a thickness of 5 cm or more,
Cover this wooden pavement surface layer with a curing sheet and perform curing for a predetermined period of time,
Then, the slope pavement method is characterized by removing the curing sheet and drying and curing.
JP2008219766A 2008-08-28 2008-08-28 Woody pavement material, and method of paving road surface and method of paving slope using the same Pending JP2010053597A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012041679A (en) * 2010-08-12 2012-03-01 Shinyoo:Kk Composition of soil solidified material manufacture and soil paving method
JP2013136906A (en) * 2011-12-28 2013-07-11 Showa Zoen Doboku Kk Wood chip pavement layer and paving method for the same
JP2014208822A (en) * 2014-05-30 2014-11-06 株式会社シンヨー Composition for manufacturing soil solidified material and soil paving method
JP7361677B2 (en) 2020-08-27 2023-10-16 東興ジオテック株式会社 Weed control method for sloped land

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012041679A (en) * 2010-08-12 2012-03-01 Shinyoo:Kk Composition of soil solidified material manufacture and soil paving method
JP2013136906A (en) * 2011-12-28 2013-07-11 Showa Zoen Doboku Kk Wood chip pavement layer and paving method for the same
JP2014208822A (en) * 2014-05-30 2014-11-06 株式会社シンヨー Composition for manufacturing soil solidified material and soil paving method
JP7361677B2 (en) 2020-08-27 2023-10-16 東興ジオテック株式会社 Weed control method for sloped land

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