JP2020031595A - Slope spraying greening method and vegetation base material - Google Patents

Slope spraying greening method and vegetation base material Download PDF

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JP2020031595A
JP2020031595A JP2018161905A JP2018161905A JP2020031595A JP 2020031595 A JP2020031595 A JP 2020031595A JP 2018161905 A JP2018161905 A JP 2018161905A JP 2018161905 A JP2018161905 A JP 2018161905A JP 2020031595 A JP2020031595 A JP 2020031595A
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吉田 寛
Hiroshi Yoshida
寛 吉田
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Toko Geotech Corp
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Abstract

To provide slope spraying greening methods, especially vegetation base material spraying method, for enabling the strength of a vegetation base material to enhance while enabling a netting work to be omitted, when spraying alone to a thickness of 3 to 10 cm, particularly when spraying to a thickness of 3 to 5 cm that is most frequently employed.SOLUTION: Provided is a vegetation base material used in a greening method in which a vegetation base material is directly sprayed onto a slope, not in combination with a netting work as a greening foundation work, the vegetation base material being a mixture at least comprising a growth base material that is a main material, a clay mineral, a first short fiber material A, and a second short fiber material B, for the first short fiber material A and the second short fiber material B, relatively, the first short fiber material A is hard and has a long average fiber length, and the second short fiber material B is soft and has a short average fiber length. The average fiber length of the first short fiber material A is 4.5 cm ± 3.0 cm, and the average fiber length of the second short fiber material B is 2.0 cm ± 1.0 cm.SELECTED DRAWING: None

Description

本発明は、緑化基礎工として網張工を併用する法面(斜面含む)緑化において、造成する生育基盤の強度を高めることにより、網張工を省略可能にする法面吹付緑化工法に関する。特に、金網張工(ラス張工ともいう)を省略できる植生基材吹付工法(厚層基材吹付工法ともいう)に関する。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope spraying greening method that makes it possible to omit the netting work by increasing the strength of a growing base to be formed in a slope (including a slope) greening method using a netting work as a greening foundation work. In particular, the present invention relates to a vegetation base material spraying method (also referred to as a thick layer base material spraying method) that can omit wire mesh tensioning work (also referred to as lath stretching work).

法面緑化工の設計・施工では、法面勾配が緩勾配である場合を除き、表層土の移動や滑落を防止し、吹き付ける生育基盤の安定維持を図り、導入植物や侵入を期待する植物の生育環境を整備することを目的に、緑化基礎工として網張工を施工した上で、植生工として植生基材吹付工や客土吹付工(客土種子吹付工ともいう)などの吹付工法で生育基盤の造成が行われる。   In the design and construction of slope revegetation, unless the slope slope is gentle, the surface soil is prevented from moving or sliding down, the stable growth base is sprayed, and the plant that is expected to be introduced or invaded is In order to improve the growth environment, after constructing a netting work as a greening foundation, the vegetation is grown by spraying methods such as vegetation base material spraying and soil spraying (also called soil seed spraying). The foundation is created.

吹付工法には、これらのほか長繊維又は連続長繊維などと称される長い繊維を砂質土等に混合して法面に吹き付ける吹付補強土工法がある。このような工法によっても、また厳密には基材の質によっても異なるが、植生基材を例えば10cm以上程度に厚く吹き付けすると生育基盤の自立性が高まるため、網張工が省略できる場合があることは言うまでもない。   In addition to the spraying method, there is a spray reinforcing method in which long fibers called long fibers or continuous long fibers are mixed with sandy soil or the like and sprayed on a slope. Depending on such a construction method, and strictly depending on the quality of the base material, spraying the vegetation base material thickly to, for example, about 10 cm or more increases the independence of the growth base, so that the netting work may be omitted in some cases. Needless to say.

ここで、網張工とは地山に網状物を張る工法で、一般に金網張工と樹脂ネット張工に大別される。金網張工は剛性を有し、表層土の移動や滑落を防止、吹き付ける生育基盤の安定維持、法面地山の凍上等による剥落防止に有効なため、切土法面をはじめとする比較的勾配の急な斜面を緑化する場合に広く用いられている。一方、樹脂ネット張工は剛性がなく、凍上や落石に対する対応が困難なため、勾配の緩い盛土法面等に適用される場合が多い。   Here, the netting method is a method of setting a net on a ground, and is generally classified into a wire meshing method and a resin netting method. Wire mesh upholstery has rigidity and is effective for preventing surface soil movement and slipping, maintaining stable growth base for spraying, and preventing peeling due to frost heaving on slopes. It is widely used for greening steep slopes. On the other hand, the resin net upholstery has no rigidity and is difficult to deal with frost heaves and falling rocks, so that it is often applied to embankment slopes with a gentle slope.

またここで、植生工とは植物を導入する工法であり、植物の態様の観点から播種工、植栽工、植生誘導工に大別される。植生工を工法の態様から大別すると、その一つに吹付けを用いる吹付緑化工法(機械施工法ともいう)があり、種子散布工、客土吹付工、植生基材吹付工に分類される。吹付緑化工法としては、急勾配法面でも3cm以上の生育基盤を一度に吹き付けることができる植生基材吹付工が切土法面を中心に広く採用されている。   Here, the vegetation method is a method of introducing a plant, and is roughly classified into a sowing method, a planting method, and a vegetation inducing method from the viewpoint of the aspect of the plant. Vegetation works can be broadly classified according to the method of construction. One of them is a spraying greening method using spraying (also referred to as a machine construction method), which is classified into seed spraying, soil spraying, and vegetation substrate spraying. . As a spraying greening method, a vegetation base material spraying method capable of spraying a growth substrate of 3 cm or more at a time even on a steep slope has been widely adopted mainly on a cut slope.

これら吹付緑化工法のうち、厚みを有する生育基盤を造成する客土吹付工や植生基材吹付工を適用する場合は、前述した理由により緑化基礎工として網張工の併用が標準となり、剛性のある金網張工が一般的に採用されている。   Among these spraying greening methods, when applying a soil spraying method or a vegetation base material spraying method to create a thick growth base, the combination of netting work as a greening basic method becomes the standard for the above-mentioned reasons, and it has rigidity. Wire mesh upholstery is commonly employed.

しかし、植生基材吹付工の場合、金網張工に要する経費比率は、吹付厚10cmの場合で約20%、5cm圧の場合で約33%、3cm厚の場合で41%にもなり、最も採用頻度が高いであろうと思われる3〜5cm厚では3〜4割に達する高い経費比率となっているのが実情で、経済性を高めるために、生育基盤の強度を高めて金網張工を省略できる吹付緑化工法が求められている。   However, in the case of vegetation substrate spraying, the cost ratio required for wire mesh stretching is about 20% for a spraying thickness of 10 cm, about 33% for a pressure of 5 cm, and 41% for a spraying thickness of 3 cm. In fact, the cost ratio of 3 to 5 cm, which is likely to be adopted frequently, has a high cost ratio of 30 to 40%. In order to increase economic efficiency, the strength of the growth base is increased and the wire mesh work is omitted. A spraying greening method that can be used is required.

生育基盤の強度を高める方法としては、特許文献1に開示された、植生基材に短繊維材を混合することにより生育基盤の連結性を向上させる方法が実用化されている。例えば生育基盤が、単繊維繊度が0.7〜120デニールでかつアスペクト比が120〜1300である短繊維材(実施例では合成繊維のポリビニルアルコール系繊維)を0.2〜6重量%、バーク堆肥を50重量%以上、ピートモスを2〜45重量%、及び結合剤を0.1〜25重量%の割合で含有する。これによりひび割れ、崩壊、脱落、流出などは生じない生育基盤の造成を実現している。   As a method for increasing the strength of the growth base, a method disclosed in Patent Document 1 for improving the connectivity of the growth base by mixing a short fiber material with a vegetation base material has been put to practical use. For example, the growth base is 0.2 to 6% by weight of a short fiber material (polyvinyl alcohol-based fiber of synthetic fiber) having a single fiber fineness of 0.7 to 120 denier and an aspect ratio of 120 to 1300, and a bark. It contains at least 50% by weight of compost, 2 to 45% by weight of peat moss, and 0.1 to 25% by weight of a binder. As a result, the creation of a growth base free from cracking, collapse, falling off, and outflow is realized.

生育基盤材の重量は、使用材料とその含水率により変動する。本出願人の保有工法で、国土交通省の公共工事等における新技術活用システム(NETIS)登録技術である植生基材吹付工「斜面樹林化工法」(登録番号:QS−980148−VE、掲載期間満了)を例に試算すると、生育基盤の総重量は概ね124〜154kg/mの範囲になる。これを基に重量換算(小数点第2位を四捨五入)すると、短繊維材の混合量0.2〜6重量%は少なくとも0.2〜7.4kg/m、多くとも0.3〜9.2kg/mになるので、短繊維材を0.2〜9.2kg/m配合することにより目的とする効果が得られると考えることができる。 The weight of the growth base material varies depending on the material used and its water content. The vegetation base material spraying method "Sloped forest forestation method" (registration number: QS-980148-VE, which is a registration technology of the New Technology Utilization System (NETIS) for public works, etc. of the Ministry of Land, Infrastructure, Transport and Tourism) When the expiration) trial calculation example, the total weight of the growth base is generally in the range of 124~154kg / m 3. When converted to weight (rounded to one decimal place) based on this, the mixing amount of the short fiber material of 0.2 to 6% by weight is at least 0.2 to 7.4 kg / m 3 , and at most 0.3 to 9. since the 2 kg / m 3, it can be considered as the desired effect can be obtained by a short fiber material 0.2~9.2kg / m 3 formulation.

別の方法として特許文献2には、吹付緑化工法に適用する有機質又は無機質の資材、肥料、侵食防止材等の配合材料を混合して調製される生育基盤材において、繊維長5〜20cmの吸水性及び吸湿性を有する繊維材(実施例では椰子繊維)を、容積にして5〜40%含むことを特徴とする生育基盤材が開示されている。これにより、施工後の生育基盤の乾燥に対して耐久性のある生育基盤を実現している。   As another method, Patent Literature 2 discloses a growth base material prepared by mixing a compounding material such as an organic or inorganic material, a fertilizer, and an erosion inhibitor applied to the spraying greening method, and having a fiber length of 5 to 20 cm. A growth base material characterized by containing a fiber material (coconut fiber in the example) having a property of 5 to 40% by volume is shown. This realizes a growth base that is durable against drying of the growth base after construction.

有機質系植生基材吹付工では、一般的に吹付により植生基材の容積が1/2に圧密されて生育基盤が造成されることから、出来形1000L(リットル)当たり2000Lの生育基盤材を配合する。これを基に特許文献2の生育基盤材の繊維材を容量換算すると、椰子繊維の配合量5〜40容積%は100〜800L/mになる。ほぐされた椰子繊維の嵩密度は概ね0.1であることからこれをベースに重量換算すると、椰子繊維を10〜80kg/m配合することにより目的とする効果が得られると考えることができる。 In the organic vegetation base spraying work, the vegetation base is generally compacted to half by spraying to form a growth base. Therefore, 2000 L of growth base material is blended per 1000 L (liter) of the finished product. I do. When the fiber material of the growth base material of Patent Document 2 is converted into volume based on this, the blending amount of coconut fiber is 5 to 40% by volume is 100 to 800 L / m 3 . Since the bulk density of the unraveled coconut fiber is approximately 0.1, when converted into a weight based on this, it can be considered that the desired effect can be obtained by blending the coconut fiber with 10 to 80 kg / m 3. .

さらに非特許文献1の工法は、本出願人の保有工法で、NETIS登録技術である金網張工を省略した植生基材吹付工「ノンラス工法」(登録番号:QS−020028、掲載期間満了)であり、特許文献1及び特許文献2の技術を応用して開発実用化したものである。非特許文献1の工法には、合成樹脂短繊維材を使用する仕様と天然短繊維材を使用する仕様の2タイプがあるが、近年では多くの現場で自然環境にやさしい天然短繊維材が採用されている。   Furthermore, the construction method of Non-Patent Document 1 is a vegetation base material spraying method “non-las construction method” (registration number: QS-020028, publication period has expired), which is a NETIS registration technique and omits wire mesh tensioning work. Yes, it was developed and put to practical use by applying the techniques of Patent Documents 1 and 2. The construction method of Non-Patent Document 1 has two types: a specification using synthetic resin short fiber material and a specification using natural short fiber material. In recent years, natural short fiber materials that are friendly to the natural environment are adopted at many sites. Have been.

さらに別の方法として特許文献3には、糸巻き用紙管の残糸を用いてリサイクル短繊維材を製造する方法が開示されている。複数の糸巻き用紙管から引き出された長繊維である残糸を束ねてボビンに巻き取り、ボビンに巻き取られた残糸束を切断装置で順次引き出して所定の長さに切断する。この製造方法により、繊維長が10〜50mm、アスペクト比が500〜7000に形成されたリサイクル短繊維材が得られる。   As still another method, Patent Literature 3 discloses a method of manufacturing a recycled staple fiber material using the remaining yarn of a thread-wound paper tube. Residual yarns, which are long fibers drawn from a plurality of thread-wound paper tubes, are bundled and wound around a bobbin, and the remaining yarn bundle wound around the bobbin is sequentially pulled out by a cutting device and cut into a predetermined length. By this manufacturing method, a recycled short fiber material having a fiber length of 10 to 50 mm and an aspect ratio of 500 to 7000 is obtained.

特許文献3では、生育基盤材にポリエステル短繊維を1〜5kg/m配合することによって、吹き付けにより造成された緑化基盤のクラックを防止、あるいはクラックが目立たない状態にすることを実現している。しかし、モルタル・コンクリートや生育基盤の強度を増強させる効果までは得られていない。 In Patent Literature 3, cracks of a greening base formed by spraying are prevented or cracks are not noticeable by blending 1 to 5 kg / m 3 of polyester short fibers with a growth base material. . However, the effect of increasing the strength of mortar concrete and the growth base has not been obtained.

特開平7−327484号公報JP-A-7-327484 特開平10−113069号公報JP-A-10-1130069 特開平2013−238028号公報JP-A-2013-238028 特開第2004−225330号公報JP-A-2004-225330

吉田・古田(2002)金網張工を省略した植生基材吹付工、日本緑化工学会誌28(1)、193−196.Yoshida and Furuta (2002) Vegetation base spraying without wire mesh tensioning, Journal of the Japanese Society for Greening Engineering 28 (1), 193-196.

特許文献1と特許文献2に基づく非特許文献1の工法(工法名:ノンラス工法)は、標準仕様としてビニロン短繊維を使用する場合は2kg/m、椰子繊維を使用する場合は8kg/m混合することで生育基盤のつなぎ効果を高め、金網張工を省略する工法で、これまで多くの現場で採用されている。 The method of non-patent document 1 based on Patent Document 1 and Patent Document 2 (method: Non-las method) is 2 kg / m 3 when vinylon short fibers are used as standard specifications and 8 kg / m when coconut fibers are used. By mixing the three, the connection effect of the growth base is enhanced, and the wire mesh work is omitted, and this method has been used at many sites.

しかしながら、風の強い沿岸部や風道となる地形に位置する立地条件下で施工した場合に生育基盤が剥離したり、もともと地山に生育していた雑草が出芽して生育基盤が浮き上がって剥離したりするケースがあった。これら網張工を省略できる従来技術をより確実性の高い工法とするためには、生育基盤の強度をより増強させ、かつ従来技術と同等以上の植物の発芽生育促進効果が発揮される工法の開発が求められている。   However, when constructed under conditions that are located on windy coastal areas or windy terrain, the growth base will peel off, or the weeds that originally grew on the ground will germinate and the growth base will rise and separate. There was a case to do. In order to make the conventional technology that can omit these netting works into a more reliable method, the development of a method that enhances the strength of the growth base and exerts the germination and growth promotion effect of the plant equal to or higher than that of the conventional technology is developed. Is required.

本発明は、法面吹付緑化工法、特に植生基材吹付工において、埋設柵などのような補助工法を併用することなく単独で3〜10cm厚に吹付した場合、特に最も採用されるケースが多いといえる3〜5cm乃至3〜7cm厚程度に吹付した場合でも生育基盤の強度が増強されて、網張工が省略できる生育基盤の実現を目的とする。   The present invention is often the most often adopted, especially when spraying 3 to 10 cm thick alone without using an auxiliary construction method such as a buried fence in a slope spraying greening method, particularly a vegetation base material spraying method. It is an object of the present invention to realize a growth base in which the strength of the growth base is increased even when sprayed to a thickness of about 3 to 5 cm to 3 to 7 cm, which can omit the netting work.

上記の目的を達成するために、本発明は、以下の構成を提供する。
・ 本発明の態様は、緑化基礎工として網張工を併用せずに植生基材を傾斜地に直接吹き付ける緑化工法に用いる前記植生基材であって、
主材料となる生育基盤材と、粘土鉱物と、第1の短繊維材と、第2の短繊維材とを少なくとも含む混合物であり、
前記第1の短繊維材と前記第2の短繊維材は、相対的に、前記第1の短繊維材が硬質で平均繊維長が長く、かつ、前記第2の短繊維材が軟質で平均繊維長が短いことを特徴とする植生基材。
・ 本発明の別の態様は、緑化基礎工として網張工を併用せずに植生基材を用いて行う法面吹付緑化工法であって、
少なくとも主材料となる生育基盤材と、粘土鉱物と、第1の短繊維材と、第2の短繊維材とを混合することにより植生基材を調製する工程と、
前記植生基材を傾斜地に直接吹き付ける工程とを有し、
前記第1の短繊維材と前記第2の短繊維材は、相対的に、前記第1の短繊維材が硬質で平均繊維長が長く、かつ、前記第2の短繊維材が軟質で平均繊維長が短いことを特徴とする。
・ 上記態様において、前記第1の短繊維材の平均繊維長が4.5cm±3.0cm、かつ、前記第2の短繊維材の平均繊維長が2.0cm±1.0cmであることが、好適である。
In order to achieve the above object, the present invention provides the following configurations.
The aspect of the present invention is the vegetation base material used in the greening method in which the vegetation base material is directly sprayed on the slope without using the netting method as a greening foundation,
A mixture containing at least a growth base material serving as a main material, a clay mineral, a first short fiber material, and a second short fiber material;
The first staple fiber material and the second staple fiber material are relatively hard and the average fiber length is long, and the second staple fiber material is soft and average. A vegetation base material having a short fiber length.
Another aspect of the present invention is a slope spraying greening method using a vegetation base without using a netting method as a greening foundation,
A step of preparing a vegetation base material by mixing at least a growth base material serving as a main material, a clay mineral, a first short fiber material, and a second short fiber material;
Spraying the vegetation base material directly on the slope,
The first staple fiber material and the second staple fiber material are relatively hard and the average fiber length is long, and the second staple fiber material is soft and average. The fiber length is short.
In the above aspect, the average fiber length of the first short fiber material is 4.5 cm ± 3.0 cm, and the average fiber length of the second short fiber material is 2.0 cm ± 1.0 cm. Is preferred.

本発明により、緑化基礎工として網張工(金網張工)を併用せずに植生基材を法面に吹き付ける法面吹付緑化工法において、従来技術と比較して、生育基盤の強度増強効果、耐侵食性増強効果、耐久性増強効果に優れ、かつ従来技術と同等以上の植物生育性が期待される生育基盤の造成が可能になる。   According to the present invention, in a slope spraying greening method in which a vegetation base material is sprayed on a slope without using a netting work (wire meshing work) as a greening foundation work, the strength enhancement effect of the growth base and the resistance It is possible to create a growth base that is excellent in the erosion enhancing effect and the durability enhancing effect and that is expected to have a plant viability equal to or higher than that of the conventional technology.

その結果、従来技術が有していた問題である、風の強い沿岸部や風道となる地形に位置する立地条件化で施工した場合に生育基盤が剥離したり、もともと地山に生育していた雑草が出芽して生育基盤が浮き上がって剥離したりする問題が解消される。   As a result, when constructed under conditions that are located in windy coastal areas or terrain that becomes windways, which is a problem of the conventional technology, the growth base may peel off or grow originally on the ground. The problem that the weeds germinate and the growth base rises and peels off is eliminated.

これらの作用効果により、本発明により緑化工事の手直し工事の発生や、再施工を余儀なくされるリスクを低減することができる。   By these effects, it is possible to reduce the risk of the need for reworking of the greening work and the necessity of rebuilding according to the present invention.

図1は、実施例1の実験計画表を示す。FIG. 1 shows an experiment design table of Example 1. 図2は、実施例1の調査結果(植被率、群落高、被度・群度)を示す表である。FIG. 2 is a table showing the results of the survey (plant cover ratio, community height, coverage / group degree) of Example 1. 図3は、実施例1の三元配置分散分析結果を示す表である。FIG. 3 is a table showing a three-way analysis of variance of Example 1. 図4は、バヒアグラス(BaH)の草丈の比較(二元配置分散分析)を示すグラフである。FIG. 4 is a graph showing comparison of the plant height of Bahiagrass (BaH) (two-way analysis of variance). 図5は、バヒアグラス(BaH)密度の比較(二元配置分散分析)を示すグラフである。FIG. 5 is a graph showing a comparison of Bahiagrass (BaH) density (two-way analysis of variance). 図6は、湿潤時の生育基板の強度比較(一軸圧縮強度)を示すグラフである。FIG. 6 is a graph showing a strength comparison (uniaxial compression strength) of a growing substrate when wet. 図7は、乾燥時の生育基板の強度比較(曲げ強度)を示すグラフである。FIG. 7 is a graph showing a strength comparison (bending strength) of a growing substrate at the time of drying. 図8は、湿潤時と乾燥時の浸食土量の比較を示すグラフである。FIG. 8 is a graph showing a comparison of the amount of eroded soil when wet and when dry. 図9は、乾燥収縮クラック間隔の比較(三元配置分散分析)を示すグラフである。FIG. 9 is a graph showing a comparison of drying shrinkage crack intervals (three-way analysis of variance). 図10は、乾燥収縮クラック延長の比較(三元配置分散分析)を示すグラフである。FIG. 10 is a graph showing a comparison of drying shrinkage crack extension (three-way analysis of variance). 図11は、施工105日後に確認された生育基盤の剥離状況を比較する写真である。FIG. 11 is a photograph for comparing the state of peeling of the growth base confirmed 105 days after construction.

以下、実施例を参照して本発明の実施形態を説明する。
本発明は、緑化基礎工として網張工を併用せずに植生基材を傾斜地に直接吹き付ける緑化工法に係る。その植生基材は、主材料となる生育基盤材と、粘土鉱物と、第1の短繊維材Aと、第2の短繊維材Bとを少なくとも含む混合物である。第1の短繊維材Aと第2の短繊維材Bは、相対的に、第1の短繊維材Aが硬質で平均繊維長が長く、かつ、第2の短繊維材Bが軟質で平均繊維長が短いことが特徴である。
Hereinafter, embodiments of the present invention will be described with reference to examples.
The present invention relates to a greening method in which a vegetation base material is directly sprayed on a slope without using a netting method as a greening foundation. The vegetation base material is a mixture containing at least a growth base material serving as a main material, a clay mineral, a first short fiber material A, and a second short fiber material B. The first staple fiber material A and the second staple fiber material B are relatively hard, the first staple fiber material A is relatively long, and the second staple fiber material B is soft. It is characterized by a short fiber length.

短繊維材Bよりも平均繊維長が長くかつ硬質の短繊維材Aを配合して剪断抵抗力(つなぎ効果)を持たせる。さらに粘土鉱物と、短繊維材Aよりも平均繊維長が短くかつ軟質の短繊維材Bを配合することによって、吸水により生じる粘土鉱物の容積増加と膨潤圧による生育基盤の有効間隙圧縮効果と、短繊維材Aに短繊維材Bが生育基盤材を介在させた状態で相互に絡み合うことによる摩擦力増強効果との相乗効果が得られ、その結果、生育基盤の強度、耐侵食性、耐久性及び植物生育性を増強することを実現した。   The short fiber material A, which has a longer average fiber length than the short fiber material B and is hard, is blended to give a shear resistance (connection effect). Furthermore, by blending the clay mineral and the soft short fiber material B having a shorter average fiber length than the short fiber material A and a soft short fiber material B, the volume increase of the clay mineral caused by water absorption and the effective pore compression effect of the growth base due to the swelling pressure, A synergistic effect is obtained with the frictional force enhancing effect by the short fiber material A and the short fiber material B being entangled with the growth base material interposed therebetween, and as a result, the strength, erosion resistance and durability of the growth base are obtained. And enhanced plant viability.

生育基盤材としては、バーク堆肥やピートモスのほか、剪定枝葉などの堆肥化物、現地発生土砂、砂質土、生チップ、堆肥化チップ、発酵汚泥コンポストなどが使用できるが、本発明は、バーク堆肥やピートモスに代表される有機質系生育基盤材を主材料に用いる有機質系植生基材吹付工に分類される工法で特に大きな効果を奏する。   As a growth base material, besides bark compost and peat moss, composts such as pruned foliage, locally generated sediment, sandy soil, raw chips, composted chips, fermented sludge compost, and the like can be used. Particularly effective is a method classified as an organic vegetation base spraying method using an organic growth base material such as peat moss as a main material.

粘土鉱物は、珪酸塩鉱物を主材料とする粘土で、ベントナイト、カオリナイト、モンモリロナイト、セリサイト、タルク、ゼオライトなどが使用できる。本発明で用いる粘土鉱物は、吸水により生じる容積増加と膨潤圧による生育基盤の有効間隙圧縮効果を発揮するものであればよく、土木工事で広く採用されているベントナイトが好適である。生育基盤材に粘土鉱物を混合することにより、これが吸水して有機質基盤内の空隙を満たして侵食防止材の接合力を増大させ、さらに混合する短繊維材とA、Bの摩擦抵抗力も増大させる効果を奏する。   The clay mineral is a clay mainly composed of a silicate mineral, and may be bentonite, kaolinite, montmorillonite, sericite, talc, zeolite, or the like. The clay mineral used in the present invention only needs to exhibit an effective pore compression effect of the growth base due to an increase in volume caused by water absorption and a swelling pressure, and bentonite widely used in civil engineering work is preferable. By mixing the clay mineral with the growth base material, it absorbs water and fills the voids in the organic base to increase the bonding strength of the erosion preventing material, and further increases the friction resistance of the short fiber material and A, B to be mixed. It works.

短繊維材Aは、短繊維材Bよりも平均繊維長が長くかつ硬質の繊維で、吹き付ける生育基盤内に分散させることにより剪断強度を高める効果を奏する。短繊維材Aは、生育基盤材の剪断抵抗力を高めて補強を目的とする繊維で、鋼繊維、ステンレス繊維、ガラス繊維、炭素繊維、セラミック繊維、アラミド、ナイロン、ビニロン、ポリエチレン、ポリプロピレン、ポリエステル、椰子繊維、セルロース繊維などが使用できる。   The short fiber material A is a hard fiber having a longer average fiber length than the short fiber material B and has an effect of increasing the shear strength by being dispersed in the sprayed growth base. The short fiber material A is a fiber for the purpose of enhancing the shear resistance of the growth base material and reinforcing it. Steel fiber, stainless steel fiber, glass fiber, carbon fiber, ceramic fiber, aramid, nylon, vinylon, polyethylene, polypropylene, polyester Coconut fiber, cellulose fiber and the like can be used.

しかし、ここで重要なことは、短繊維材Aには、固化するモルタル・コンクリート等の構造物の補強ではなく、繊維による周面摩擦力が得られにくい緑化のための生育基盤を補強するという特殊性から、できる限り長い繊維を混合して基盤内に分散させる必要がある。そのため、短繊維材Aは、繊維にある程度の硬さ(腰)があり、繊維表面が平滑ではなく凹凸を有していたり、繊維が直線的ではなく屈曲していたりするなど、生育基盤内に分散させた場合にできる限り強い周面摩擦抵抗力が発現する繊維が望ましい。そのため、化学繊維と比較して繊維が直線的かつ表面が平滑ではない天然繊維が望ましく、とりわけ繊維が屈曲している椰子繊維が好適である。   However, what is important here is that the short fiber material A is not for reinforcing structures such as mortar and concrete that solidify, but for reinforcing a growth base for greening where it is difficult to obtain a peripheral friction force due to fibers. Due to the specificity, it is necessary to mix as long fibers as possible and disperse them in the substrate. For this reason, the short fiber material A has a certain degree of hardness (lumbar) in the fiber, the fiber surface is not smooth, but has irregularities, or the fiber is not linear but is bent. It is desirable to use a fiber that exhibits as strong a peripheral frictional resistance as possible when dispersed. Therefore, natural fibers whose fibers are linear and whose surface is not smooth as compared with chemical fibers are desirable, and palm fibers whose fibers are bent are particularly preferable.

また、短繊維材Aは、比較的固い繊維であることから、繊維長が長くなるとミキサによる各種材料の攪拌混合時に供回りを生じるなどして攪拌効率が著しく悪化し、植生基材中に均一に分散させることが困難になる。施工性に支障がなく、かつ植生基材内に均一に分散させるためには、短繊維材Aの平均繊維長を4.5cm±3.0cmの範囲とすると好適である。   In addition, since the short fiber material A is a relatively hard fiber, when the fiber length is long, the stirring efficiency is remarkably deteriorated due to, for example, co-rotation of various materials by stirring and mixing by the mixer, and the uniformity in the vegetation base material. It is difficult to disperse the particles. In order not to disturb the workability and to disperse uniformly in the vegetation base material, it is preferable that the average fiber length of the short fiber material A is in a range of 4.5 cm ± 3.0 cm.

短繊維材Bは、短繊維材Aよりも平均繊維長が短くかつ軟質の繊維で、吹き付ける生育基盤内に均一に分散させることにより、生育基盤材を介在させながら短繊維材Aと絡み合い、生育基盤の接合力と剪断抵抗力を増大させるとともに、乾燥収縮クラックの発生を抑制する効果を奏する。短繊維材Bを短繊維材Aと効率よく絡み合わせるためには、短繊維材Aよりも繊維長が短くかつ表面が平滑で軟質の繊維であることが重要で、繊維は極力柔らかい化学繊維が有効である。化学繊維の種類は特に限定されないが、例えば、特許文献3のリサイクル短繊維材は化学繊維の中でも強度が高いポリエステルであり、経済的にも有効である。   The short fiber material B is a soft fiber having an average fiber length shorter and shorter than the short fiber material A, and is uniformly dispersed in the sprayed growth base, so that the short fiber B is entangled with the short fiber A while the growth base is interposed therebetween. This has the effect of increasing the bonding strength and shear resistance of the base and suppressing the occurrence of drying shrinkage cracks. In order to efficiently entangle the short fiber material B with the short fiber material A, it is important that the fiber length is shorter than the short fiber material A, the surface is smooth, and the fiber is soft. It is valid. The type of the chemical fiber is not particularly limited. For example, the recycled short fiber material of Patent Document 3 is a polyester having the highest strength among the chemical fibers, and is economically effective.

短繊維材Bを平均繊維長は4.5cm±3.0cmの短繊維材Aと効率よく絡ませるためには、短繊維材Bの平均繊維長を2.0cm±1.0cmの範囲とすると好適である。   In order to efficiently entangle the short fiber material B with the short fiber material A having an average fiber length of 4.5 cm ± 3.0 cm, the average fiber length of the short fiber material B is set to a range of 2.0 cm ± 1.0 cm. It is suitable.

なお、各短繊維材A、Bが硬質であるか軟質であるかの区分は、短繊維材Aと短繊維材Bとが相対的に軟質か硬質かということによる。また、各短繊維材A、Bの長さが上述した範囲よりも短いと目的とする効果が顕著でなく、長いと施工性が悪化することが問題となる。   The classification of each of the short fiber materials A and B as hard or soft depends on whether the short fiber material A and the short fiber material B are relatively soft or hard. If the lengths of the short fiber materials A and B are shorter than the above range, the intended effect is not remarkable, and if the length is long, the workability deteriorates.

短繊維材の物性を例示すれば、短繊維Aは、アスペクト比100〜500、伸び率10〜30%、引張強さ50〜800cNの天然繊維が好適で、中でもアスペクト比200〜400、伸び率10〜30%、引張強さ100〜700cNの椰子繊維がさらに好適である。   As an example of the physical properties of the short fiber material, the short fiber A is preferably a natural fiber having an aspect ratio of 100 to 500, an elongation of 10 to 30%, and a tensile strength of 50 to 800 cN. Coconut fibers having a tensile strength of 10 to 30% and a tensile strength of 100 to 700 cN are more preferred.

また、短繊維材Bは、アスペクト比500〜7000、伸び率30〜100%、引張強さ1〜30cNの化学繊維が好適で、さらにアスペクト比1000〜3500、伸び率40〜60%、引張強さ2〜10cNのポリエステル繊維がさらに好適である。   The short fiber material B is preferably a chemical fiber having an aspect ratio of 500 to 7000, an elongation of 30 to 100%, and a tensile strength of 1 to 30 cN, and further has an aspect ratio of 1000 to 3,500, an elongation of 40 to 60%, and a tensile strength. Polyester fibers of 2-10 cN are more preferred.

施工にあたっては、これらの資材のほか、通常の法面吹付緑化工法と同様に、侵食防止材(接合材)、肥料、種子などが混合される。侵食防止材は、酢酸ビニル系樹脂に代表される合成樹脂系と、セメントに代表される無機質系があるが、生育基盤の耐浸食性や耐久性を高めるためには接合力の強い無機質系の資材が好適で、例えば、植物の発芽生育を阻害しない特許文献4に記載の有機質系生育基盤材用侵食防止材などが有効である。   At the time of construction, in addition to these materials, erosion control materials (joining materials), fertilizers, seeds, etc. are mixed in the same manner as in the normal slope spraying greening method. Erosion prevention materials include synthetic resin materials represented by vinyl acetate resin and inorganic materials represented by cement.In order to improve the erosion resistance and durability of the growth base, inorganic materials with strong bonding strength are used. Materials are suitable, and for example, an erosion preventing material for an organic growth base material described in Patent Document 4 which does not inhibit the germination and growth of plants is effective.

[その他の効果]
本発明の副次的な作用効果として、緑化工で導入した植物の根系と短繊維材Aと短繊維材Bとの絡み合い効果による生育基盤の中長期的な強度増強効果がある。本発明は、植物根系が介在していない施工直後の状態から生育基盤の強度増強を実現したことを特徴とする。この生育基盤の強度増強効果は、これまでに実施した試験施工時における観察により、施工後は発芽した植物の根系が生育基盤材を介在させた状態で短繊維材A、Bに絡みついて伸長し、これにより植物が容易に引き抜けない状態になっていることが確かめられている。根系による土壌緊縛力はもちろん周知であるが、本発明は、従来技術と比較して、施工後の植物の根系の伸長に伴って、生育基盤の中長期的な基盤強度、耐侵食性、耐久性を増強させ、より高い効果を奏することが期待できることが示唆された。
[Other effects]
As a secondary action and effect of the present invention, there is a medium-to-long-term strength enhancement effect of the growth base by the entanglement effect of the short fiber material A and the short fiber material B with the root system of the plant introduced by the greening. The present invention is characterized in that the strength of a growth base is increased from a state immediately after construction without a plant root system. According to the observation at the time of the test construction conducted so far, the effect of increasing the strength of this growth base has been shown. Thus, it has been confirmed that the plant is in a state where it cannot be easily pulled out. Although the soil binding force by the root system is of course well known, the present invention provides a medium-to-long-term growth strength, erosion resistance, It was suggested that it is possible to enhance the sex and to expect a higher effect.

[施工について]
生育基盤に相対的に平均繊維長及び硬度が異なる短繊維材A、Bを配合することによって生育基盤の有効間隙圧縮効果と摩擦力増強効果の相乗効果により、生育基盤の強度増強を実現するためには、施工時に各種材料を十分に攪拌して均一に混合することが重要となる。
[About construction]
In order to increase the strength of the growth base by synthesizing the effective gap compression effect and the frictional force enhancement effect of the growth base by blending the short fiber materials A and B having different average fiber lengths and hardness relatively to the growth base. Therefore, it is important that the various materials are sufficiently stirred and uniformly mixed during construction.

吹付緑化工法では、各種材料を吹付機に直接投入して混合する形がとられる場合があるが、本発明の効果を最大限に発揮させるためには、あらかじめ各資材をシャフトレスミキサに代表される攪拌効率の高いミキサに投入して混合することが望ましい。また、侵食防止材の接合力を得るためには水を混合する必要がある。この際、加水に前もって十分攪拌混合しておくことにより、植生基材の中に短繊維材A、Bを分散させることができる。なお、水は、シャフトレスミキサによる攪拌時、あるいは攪拌後に吹付機に投入してから混合しても問題はなく、植生基材の圧送距離が長い場合は、吹き付けノズル手前で水を合流させて混合してもよい。   In the spraying greening method, there are cases where various materials are directly charged into a spraying machine and mixed, but in order to maximize the effect of the present invention, each material is represented in advance by a shaftless mixer. It is desirable to mix the mixture into a mixer having a high stirring efficiency. Further, it is necessary to mix water in order to obtain the bonding strength of the erosion preventing material. At this time, the short fiber materials A and B can be dispersed in the vegetation base material by sufficiently stirring and mixing in advance with the water. It should be noted that there is no problem even if the water is mixed with the shaftless mixer after stirring or after being put into the spraying machine after the stirring, and when the vegetation base material has a long pumping distance, the water is combined before the spraying nozzle. You may mix.

本発明の従来技術に対する進歩性を実証した試験施工の結果を各実施例として示す。
[実施例1]圃場試験による植物生育性の検証
本発明を完成させるにあたり、本実施例に前もって植物生育に適する各種資材の好適な配合量を決定するための基礎試験を実施した。その結果、植物生育性に支障がない各種資材の混合量として、粘土鉱物(ベントナイト)を5〜50kg/m、短繊維材A(椰子繊維)を20〜100L/m、短繊維材B(ポリエステル繊維)を1〜5kg/m配合するのが望ましいとの結論が得られている。
The results of test executions that demonstrate the inventive step of the present invention with respect to the prior art are shown as examples.
[Example 1] Verification of plant viability by field test Before completing the present invention, a basic test for determining suitable amounts of various materials suitable for plant growth was performed in advance of the present example. As a result, a mixed amount of the various materials do not hinder the plant growth properties, clay mineral (bentonite) 5 to 50 kg / m 3, the short fibrous material A (palm fiber) the 20~100L / m 3, the short fibrous material B It has been concluded that it is desirable to mix (polyester fiber) 1 to 5 kg / m 3 .

そのため、この配合量の範囲内において、施工性と経済性を考慮して、さらに好適な配合量の上限値と下限値を採用した試験を行った。本試験では、短繊維材Bの配合による植物生育性を再確認するため、ポリエステル短繊維材のみ配合なしの試験区を設けた。   Therefore, a test was conducted in which the upper limit and the lower limit of the more suitable blending amount were adopted in consideration of workability and economy within the range of the blending amount. In this test, in order to reconfirm the plant viability due to the blending of the short fiber material B, a test section in which only the polyester short fiber material was not added was provided.

試験は、従来技術(特許文献1及び特許文献2に基づく非特許文献1に記載の工法)と比較して植物の生育性に問題が生じないか検証するため、従来技術1(ビニロン短繊維)と従来技術2(椰子短繊維)の2区を設定し、本発明工法については、粘土鉱物(ベントナイト)、短繊維材A(椰子繊維)、及び短繊維材B(ポリエステル繊維)の3因子I、II、IIIを組み合わせた比較試験を行った。   In order to verify whether or not there is a problem in plant viability as compared with the prior art (the method described in Non-Patent Literature 1 based on Patent Literature 1 and Patent Literature 2), the conventional technology 1 (vinylon short fiber) was used. And two sections of prior art 2 (coconut staple fiber), and three factors I of clay mineral (bentonite), staple fiber material A (coconut fiber), and staple fiber material B (polyester fiber) were set in the method of the present invention. , II and III were compared.

施工は、実際に使用する施工機械を用いて行い、栃木県内の東興ジオテック株式会社テクニカルセンター内の実験圃場に設置した1.8m×1.8m試験区に生育基盤を吹き付けた。実験計画は次のとおりで、各試験区とも、有機質系生育基盤材(商品名:オルガソイル)2000L/m、無機質系侵食防止材(商品名:レミコントロール)60kg/m、及び種子(トールフェスク(TF)、クリーピングレッドフェスク(CRF)、ヤマハギ、シャリンバイ、アカメガシワ、キハダ、オオヤマザクラ)は共通である。 The construction was carried out using a construction machine to be actually used, and a growth base was sprayed on a 1.8 m × 1.8 m test plot installed in an experimental field in the technical center of Toko Geotech Co., Ltd. in Tochigi Prefecture. The experimental plan is as follows. In each test plot, 2000 L / m 3 of organic growth base material (trade name: Olgasoil), 60 kg / m 3 of inorganic erosion preventive material (trade name: Remi Control), and seed (tall fescue) (TF), creeping red fescue (CRF), yamahagi, sharinbai, akamegawiwa, yellowfin, oyamazakura) are common.

図1は、実施例1の実験計画表を示す。
従来技術1:ビニロン短繊維(特許文献1の技術)
従来技術2:椰子短繊維(特許文献2の技術)
本発明:三因子実験
・要因I:粘土鉱物(ベントナイト)、
混合量(α1:10kg/m、α2:30kg/m
・要因II:短繊維材A(椰子繊維、商品名:レミファイバー)
混合量(β1:40L/m、β2:80L/m
・要因III:短繊維材B(ポリエステル繊維、商品名:キリファイバー)
混合量(γ1:0kg/m、γ2:1kg/m、γ3:2kg/m
FIG. 1 shows an experiment design table of Example 1.
Conventional technology 1: Vinylon staple fiber (technology of Patent Document 1)
Conventional technology 2: coconut staple fiber (technology of Patent Document 2)
The present invention: three-factor experiment Factor I: clay mineral (bentonite),
Mixing amount (α 1: 10 kg / m 3 , α 2: 30 kg / m 3 )
・ Factor II: Short fiber material A (coconut fiber, trade name: Remi fiber)
Mixing amount (β1: 40 L / m 3 , β2: 80 L / m 3 )
・ Factor III: Short fiber material B (polyester fiber, trade name: Kiri fiber)
Mixing amount (γ: 1 kg / m 3 , γ 2: 1 kg / m 3 , γ 3 : 2 kg / m 3 )

従来技術1の1m当たりの材料配合は次のとおりである。
生育基盤材(オルガソイル) 2000L
短繊維材(ビニロン繊維) 2kg
侵食防止材(レミコントロール) 60kg
緩効性肥料(ハイコントロール) 4kg
種子 1式
The material composition per 1 m 3 of the prior art 1 is as follows.
Growth base material (Orga soil) 2000L
Short fiber material (vinylon fiber) 2kg
Erosion control material (Remi Control) 60kg
Slow release fertilizer (high control) 4kg
Seed 1 set

従来技術2の1m当たりの材料配合は次のとおりである。
生育基盤材(オルガソイル) 2000L
短繊維材(椰子繊維) 80L
侵食防止材(レミコントロール) 60kg
緩効性肥料(ハイコントロール) 4kg
種子 1式
The material composition per 1 m 3 of the prior art 2 is as follows.
Growth base material (Orga soil) 2000L
Short fiber material (coconut fiber) 80L
Erosion control material (Remi Control) 60kg
Slow release fertilizer (high control) 4kg
Seed 1 set

図2は、実施例1の調査結果(植被率、群落高、被度・群度)を示す表である。
試験の結果、施工11ヵ月後の植被率は、粘土鉱物30kg/m配合区と短繊維材A80L/m配合区が従来技術1及び従来技術2より高くなり、群落高も粘土鉱物30kg/m配合区が従来技術2及び従来技術2より高くなり、植物の被度・群度も、総じて対照区1と同等あるいは優勢な種が多かった。
FIG. 2 is a table showing the results of the survey (plant cover ratio, community height, coverage / group degree) of Example 1.
The results of the test, of plant coverage after construction 11 months, clay mineral 30kg / m 3 formulation Reserve and short fiber material A80L / m 3 formulation ku becomes higher than the prior art 1 and the prior art 2, community high even clay mineral 30kg / m 3 formulation ku becomes higher than the prior art 2 and the prior art 2, the degree-Gundo the plants were often generally control group 1 and equal to or predominant species.

この結果から、本発明を構成する材料による植生基盤は、少なくとも従来技術と同等で、むしろそれ以上の生育促進効果を有していることが確かめられた。   From these results, it was confirmed that the vegetation base using the material constituting the present invention had at least the same effect as that of the prior art, but rather had a growth promoting effect.

図3は、実施例1の三元配置分散分析結果を示す表である。
次に、植物の樹高・草丈と密度について三元配置分散分析を行い、粘土鉱物、短繊維材A、及び短繊維材Bの配合量の効果を検証した。その結果、各要因とも一部の植物を除いて有意差は認められず、配合量の多少に対して正の関係と負の関係となったものが混在し、試験施工した各資材の配合量の範囲においては、各植物とも生育性は同等と考えて問題がないことが確かめられた。
FIG. 3 is a table showing a three-way analysis of variance of Example 1.
Next, a three-way analysis of variance was performed on the height, height, and density of the plant to verify the effect of the mixing amount of the clay mineral, the short fiber material A, and the short fiber material B. As a result, no significant difference was observed for any of the factors except for some plants, and some were positive and negative with respect to the amount of the mixture. In the range of, it was confirmed that there was no problem, considering that the viability of each plant was the same.

なお、試験施工において吹付作業を行った際、粘土鉱物30kg/m配合区は、10kg/m配合区と比較して吹付抵抗力が大きく、明らかに植生基材の粘性が高くなっていた。そのため、実施工における施工性を考慮すると、粘土鉱物10kg/m配合が好適といえる。 In addition, when the spraying work was performed in the test construction, the spray resistance of the clay mineral 30 kg / m 3 compounding section was larger than that of the 10 kg / m 3 compounding section, and the viscosity of the vegetation base material was clearly higher. . Therefore, considering the workability in the execution work, it can be said that a clay mineral of 10 kg / m 3 is suitable.

[実施例2]法面における植物生育性の検証
福島県内の東向きと西向きの盛土法面(法長15m、勾配1:1.4)において、外来草本類による急速緑化による従来技術1と本発明の比較試験を行った。本試験における本発明の1m当たりの材料配合は次のとおりである。使用植物(種子)は、TF、CRF、バミューダグラス(BG)、バヒアグラス(BaH)、バーズフットトレフォイル(BFT)である。
生育基盤材(オルガソイル) 2000L
短繊維材A(椰子繊維) 40L
短繊維材B(ポリエステル繊維) 2kg
粘土鉱物(ベントナイト) 10kg
侵食防止材(レミコントロール) 60kg
緩効性肥料(ハイコントロール) 4kg
種子 1式
[Example 2] Verification of plant viability on slopes On eastward and westward embankment slopes (15 m in length, slope 1: 1.4) in Fukushima Prefecture, conventional technology 1 and book by rapid greening with exotic herbs A comparative test of the invention was performed. The material composition per 1 m 3 of the present invention in this test is as follows. Plants (seeds) used are TF, CRF, Bermudagrass (BG), Bahiagrass (BaH), and Bird's Foot Trefoil (BFT).
Growth base material (Orga soil) 2000L
Short fiber material A (coconut fiber) 40L
Short fiber material B (polyester fiber) 2kg
Clay mineral (bentonite) 10kg
Erosion control material (Remi Control) 60kg
Slow release fertilizer (high control) 4kg
Seed 1 set

施工2ヵ月後の植生は、東向法面、西向法面ともにBaHが被度5で優占する外来草本植物群落が形成され、外見的な植被率は100%で工法間の違いは認められなかった。導入種の総密度は、東向法面は1,208本/m、西向法面は992本/mに達し、種別の分析は種間競争が影響してあまり意味を持たないと考えられたことから、法面方位(東向き、西向き)と適用工法(従来技術1、本発明)による二元配置分散分析を行って優占種のBaHの草丈と密度を比較した。 Two months after construction, exotic herbaceous plant communities dominated by BaH at a coverage of 5 on both the eastward slope and the westward slope, with an apparent vegetation coverage of 100% and no difference between construction methods Was. The total density for introducing species Higashimuki slope face is 1,208 present / m 2, Saiko slope face reaches 992 present / m 2, believed to analyze species competition among type is no much sense to influence Therefore, two-way analysis of variance was performed by the slope direction (eastward, westward) and the applied method (Prior Art 1, present invention) to compare the plant height and density of the dominant species BaH.

図4は、BaHの草丈の比較(二元配置分散分析)を示すグラフである。
草丈については、従来技術1と本発明との間に差は認められず、実施例1の結果と同様に、本発明は従来技術1と同等の生育特性を有していていることが確かめられた。
FIG. 4 is a graph showing a comparison of BaH plant height (two-way analysis of variance).
Regarding the plant height, no difference was observed between the prior art 1 and the present invention, and it was confirmed that the present invention had the same growth characteristics as the prior art 1 similarly to the result of Example 1. Was.

図5は、BaHの密度の比較(二元配置分散分析)を示すグラフである。
密度については、従来技術1と本発明との間に高い確率で差(p=0.06)が認められ、本発明は植物の発芽を促進する効果があることが確かめられた。
FIG. 5 is a graph showing a comparison of BaH densities (two-way analysis of variance).
Regarding the density, a high probability (p = 0.06) was found between Conventional Technique 1 and the present invention, confirming that the present invention has an effect of promoting germination of plants.

[実施例3]生育基盤の強度増強効果の検証
本発明の強度増強効果を検証するため、次の比較試験を行った。
従来技術1:ビニロン短繊維(特許文献1の技術)
従来技術2:椰子短繊維(特許文献2の技術)
本発明1:短繊維材A+短繊維材B 1kg/m配合
本発明2:短繊維材A+短繊維材B 2kg/m配合
Example 3 Verification of Strength Enhancing Effect of Growth Base In order to verify the strength enhancing effect of the present invention, the following comparative test was performed.
Conventional technology 1: Vinylon staple fiber (technology of Patent Document 1)
Conventional technology 2: coconut staple fiber (technology of Patent Document 2)
Invention 1: Short fiber material A + short fiber material B 1 kg / m 3 compounded Invention 2: Short fiber material A + short fiber material B 2 kg / m 3 compounded

従来技術1と従来技術2の材料配合は実施例1と同様である。また、本試験における本発明の1m当たりの材料配合は次のとおりである。
生育基盤材(オルガソイル) 2000L
短繊維材A(椰子繊維) 80L
短繊維材B(ポリエステル繊維) 1kg及び2kg
粘土鉱物(ベントナイト) 10kg
侵食防止材(レミコントロール) 60kg
緩効性肥料(ハイコントロール) 4kg
The material composition of the prior art 1 and the prior art 2 is the same as in the first embodiment. The material composition per 1 m 3 of the present invention in this test is as follows.
Growth base material (Orga soil) 2000L
Short fiber material A (coconut fiber) 80L
Short fiber material B (polyester fiber) 1kg and 2kg
Clay mineral (bentonite) 10kg
Erosion control material (Remi Control) 60kg
Slow release fertilizer (high control) 4kg

試験は、実際に使用する施工機械を用いて行い、シャフトレスミキサで十分攪拌した植生基材をφ5cm×10cmのプラスチックモールドに詰めて、湿潤状態での生育基盤の強度増強効果を確認するための一軸圧縮試験用の供試体を作成した。さらに、内寸39.0cm×23.7cm、高さ7.0cmのプラスチックコンテナに植生基材を吹き付けて、乾燥状態での生育基盤の強度増強効果を確認するための曲げ試験用の供試体を作成した。供試体は室内養生し、曲げ試験ではプラスチックコンテナから基盤を脱型して幅10cmに切断したものを供試体とした。   The test was carried out using a construction machine to be actually used. The vegetation base material sufficiently stirred with a shaftless mixer was packed in a plastic mold of φ5 cm × 10 cm to confirm the effect of increasing the strength of the growth base in a wet state. A specimen for a uniaxial compression test was prepared. Further, a vegetation base material is sprayed on a plastic container having an inner size of 39.0 cm × 23.7 cm and a height of 7.0 cm, and a specimen for a bending test for confirming a strength enhancement effect of a growth base in a dry state is provided. Created. The specimen was cured in a room, and in the bending test, the base was removed from the plastic container and cut to a width of 10 cm to obtain a specimen.

なお、湿潤時と乾燥時で試験方法を分けたのは、生育基盤は材齢が長くなると乾燥収縮して変形する場合があり、こうした状態になると短繊維が混入している一軸圧縮試験用の供試体の整形が困難なことによる。   The difference between wet and dry test methods is that the growth base may dry shrink and become deformed as the age increases, and in such a state, short fibers are mixed for a uniaxial compression test. This is due to the difficulty in shaping the specimen.

図6は、湿潤時の生育基板の強度比較(一軸圧縮強度)を示すグラフである。
一軸圧縮試験(n=9)の結果についてTukeyの多重比較検定を行った結果、湿潤時(含水比160.6%)の生育基盤は、従来技術1と、従来技術2と、本発明の短繊維材B配合量1kg/mとの間に差はみられなかったが、短繊維材Bを2kg/m配合した場合は、従来技術1と従来技術2との間にはともに高い確率で有意差(前者p<0.01、後者p=0.08)が認められた。
FIG. 6 is a graph showing a strength comparison (uniaxial compression strength) of a growing substrate when wet.
Tukey's multiple comparison test was performed on the results of the uniaxial compression test (n = 9). As a result, the growth base in the wet state (water content ratio: 160.6%) was found to be short in the conventional technology 1, the conventional technology 2, and the present invention. Although there was no difference between the blending amount of the fiber material B and 1 kg / m 3 , when the blending amount of the short fiber material B was 2 kg / m 3 , there was a high probability between the prior art 1 and the prior art 2. (P <0.01, p = 0.08).

また、短繊維材B配合量1kg/mと、配合量2kg/mとの間にも有意差(p<0.05)が認められ、生育基盤が湿潤な状態、つまり施工後後間もない状態でも、短繊維材Bを2kg/m配合することにより、生育基盤の強度を短繊維材Aのみの場合と比較して18%程度向上できることが確かめられた。 In addition, a significant difference (p <0.05) was also observed between the short fiber material B compounding amount of 1 kg / m 3 and the compounding amount of 2 kg / m 3, and the growth base was in a wet state, that is, after the construction. Even in the absence of the short fiber material B, it was confirmed that by adding 2 kg / m 3 of the short fiber material B, the strength of the growth base could be improved by about 18% as compared with the case where only the short fiber material A was used.

図7は、乾燥時の生育基板の強度比較(曲げ強度)を示すグラフである。
曲げ試験(n=5)の結果についてTukeyの多重比較検定を行った結果、乾燥時(含水比35.9%)の生育基盤は、従来技術1と従来技術2との間、及び本発明の短繊維材B配合量1kg/mと配合量2kg/mと間に有意者認められず同等であることが確かめられた。
FIG. 7 is a graph showing a strength comparison (bending strength) of a growing substrate at the time of drying.
Tukey's multiple comparison test was performed on the results of the bending test (n = 5). As a result, the growth base in the dry state (water content: 35.9%) was found between the prior art 1 and the prior art 2 and the present invention. It was confirmed that there was no significant difference between the blending amount of the short fiber material B of 1 kg / m 3 and the blending amount of 2 kg / m 3, which was equivalent.

次に、従来技術と本発明を比較すると、従来技術1と、本発明の短繊維材B配合量1kg/m及び配合量2kg/mとの間には有意差(前者p<0.01、後者p<0.05)が認められ、強度は43〜50%増強されていた。また、従来技術2と、本発明の短繊維材B配合量1kg/m及び配合量2kg/mとの間にも高い確率で有意差(前者p<0.05、後者p=0.11)が認められ、強度は30〜37%増強されていた。 Next, comparing the prior art with the present invention, a significant difference is found between the prior art 1 and the short fiber material B compounding amount of 1 kg / m 3 and 2 kg / m 3 of the present invention (the former p <0. 01, the latter p <0.05), and the strength was enhanced by 43 to 50%. In addition, there is also a high probability that there is a significant difference between the prior art 2 and the short fiber material B compounding amount 1 kg / m 3 and compounding amount 2 kg / m 3 of the present invention (the former p <0.05 and the latter p = 0. 11) was observed, and the strength was increased by 30 to 37%.

図6及び図7に示された結果から、短繊維材Aと短繊維材Bを組み合わせることにより、生育基盤の強度を短繊維材Aのみの場合と比較して、乾燥時の強度を大きく向上できることが確かめられた。   From the results shown in FIGS. 6 and 7, by combining the short fiber material A and the short fiber material B, the strength of the growth base is greatly improved as compared with the case where only the short fiber material A is used. It was confirmed that it could be done.

[実施例4]生育基盤の耐侵食性増強効果の検証
本発明の生育基盤の強度増強効果を検証するため、次の比較試験を行った。実験計画と各試験区の材料配合は実施例3と同様である。
従来技術1:ビニロン短繊維(特許文献1の技術)
従来技術2:椰子短繊維(特許文献2の技術)
本発明1:短繊維材A+短繊維材B 1kg/m配合
本発明2:短繊維材A+短繊維材B 2kg/m配合
Example 4 Verification of Effect of Enhancing Erosion Resistance of Growth Base The following comparative test was performed to verify the effect of enhancing the strength of the growth base of the present invention. The experimental plan and the material composition of each test section were the same as in Example 3.
Conventional technology 1: Vinylon staple fiber (technology of Patent Document 1)
Conventional technology 2: coconut staple fiber (technology of Patent Document 2)
Invention 1: Short fiber material A + short fiber material B 1 kg / m 3 compounded Invention 2: Short fiber material A + short fiber material B 2 kg / m 3 compounded

試験は、実際に使用する施工機械を用いて行い、シャフトレスミキサで十分攪拌した植生基材を内寸39.0cm×23.7cm、高さ7.0cmのプラスチックコンテナに植生基材を吹き付けて供試体を作成した。供試体は室内でシート養生し、降雨実験装置を用いて、基盤湿潤時(概ね養生1週間後)と基盤乾燥時(概ね養生5週間後)に、雨量100mm/h、雨滴径2.5mm(振動モーター回転数500rpm)の人工降雨を1時間降らせた。   The test was performed using a construction machine actually used, and the vegetation base material sufficiently stirred with a shaftless mixer was sprayed onto a plastic container having an inner size of 39.0 cm × 23.7 cm and a height of 7.0 cm. Specimens were prepared. The test specimens were cured in a room indoors, and the rainfall was 100 mm / h and the raindrop diameter was 2.5 mm when the base was wet (approximately one week after curing) and when the base was dry (approximately five weeks after curing) using a rainfall test apparatus. Artificial rainfall at a vibration motor rotation speed of 500 rpm was allowed to fall for one hour.

図8は、湿潤時と乾燥時の浸食土量の比較を示すグラフである。
試験の結果、基盤湿潤時(n=3)には、従来技術1と、本発明の短繊維材B配合量1kg/mとの間には差は認められなかったが、短繊維材B配合量2kg/mとの間には高い有意差(p<0.01)が認められ、11.7倍の耐侵食性を発揮していることが確かめられた。また、従来技術2と本発明との間には高い有意差(p<0.01)が認められ、短繊維材B配合量1kg/mは1.9倍、2kg/m配合は23.2倍という高い耐侵食性を発揮していることが確かめられた。
FIG. 8 is a graph showing a comparison of the amount of eroded soil when wet and when dry.
As a result of the test, when the substrate was wet (n = 3), no difference was observed between the prior art 1 and the blending amount of the short fiber material B of the present invention of 1 kg / m 3. A high significant difference (p <0.01) was observed between the compounding amount of 2 kg / m 3 and the erosion resistance of 11.7 times was confirmed. In addition, a high significant difference (p <0.01) was recognized between the prior art 2 and the present invention, and the short fiber material B compounding amount 1 kg / m 3 was 1.9 times, and the 2 kg / m 3 compounding was 23 kg. It was confirmed that the erosion resistance was twice as high.

一方、基盤乾燥時(n=3)には、すべての試験区間において差は小さくなり、従来技術1と本発明との間に差は認められなかったが、従来技術2と、本発明の短繊維材B配合量1kg/mとの間(p=0.24)及び短繊維材B配合量2kg/mとの間(p=0.18)には比較的高い確率で差が認められ、1.5〜1.6倍の浸食防止効果が発揮されることが確かめられた。 On the other hand, when the substrate was dried (n = 3), the difference was small in all the test sections, and no difference was observed between the prior art 1 and the present invention. There is a relatively high difference between the fiber material B content of 1 kg / m 3 (p = 0.24) and the short fiber material B content of 2 kg / m 3 (p = 0.18). It was confirmed that the erosion prevention effect of 1.5 to 1.6 times was exhibited.

以上の結果から、本発明においては、短繊維材Bの配合量を2kg/mとすることで、基盤湿潤時、基盤乾燥時ともに、生育基盤の耐侵食性向上効果が発揮できることが確かめられた。 From the above results, it was confirmed that in the present invention, by setting the blending amount of the short fiber material B to 2 kg / m 3 , the effect of improving the erosion resistance of the growth substrate can be exhibited both when the substrate is wet and when the substrate is dried. Was.

[実施例5]生育基盤の耐久性の検証
本発明の生育基盤の耐久性(?離防止効果)を検証するため、法長4m、勾配1:1.0の盛土法面を使用して、岩盤法面(北西向き疑似岩盤法面)と土砂法面(南東向き)において次の比較試験を行った。岩盤法面は、30cm×30cmのコンクリートブロックを節理間隔5mm程度となるように空張りした疑似岩盤法面である。生育基盤の吹付厚は、岩盤法面は5cm厚、土砂法面は3cm厚で施工した。
[Example 5] Verification of durability of growth base In order to verify the durability (separation prevention effect) of the growth base of the present invention, an embankment slope having a length of 4 m and a slope of 1: 1.0 was used. The following comparative tests were performed on the rock slope (pseudo-rock slope facing northwest) and the earth and sand slope (facing southeast). The rock slope is a pseudo rock slope in which a concrete block of 30 cm × 30 cm is filled up with a joint spacing of about 5 mm. The spray thickness of the growth base was 5 cm on the rock slope and 3 cm on the sand slope.

なお、実施例1〜実施例3の結果から、従来技術1と従来技術2はほぼ同等であること、及び本発明における短繊維材Bの配合量は、1kg/m配合よりも2kg/m配合の方が好適なことが確かめられたことから、対照区として、金網張工を併用した有機質系厚層基材吹付工(短繊維材は配合していない)と、従来技術2を設定した。 Incidentally, the results of Examples 1 to 3, it is prior art 1 and the prior art 2 is substantially the same, and the amount of short fiber material B of the present invention, than 1 kg / m 3 mixing 2 kg / m Since it was confirmed that three blends were more suitable, as a control group, an organic-based thick layer base material spraying work (with no short fiber material) combined with a wire mesh tensioning work and a conventional technique 2 were set. did.

金網張工+有機質系植生基材吹付工
本発明:短繊維材A+短繊維材B
従来技術2:椰子短繊維(特許文献2の技術)
Wire mesh tensioning + organic vegetation base material spraying The present invention: short fiber material A + short fiber material B
Conventional technology 2: coconut staple fiber (technology of Patent Document 2)

従来技術2の材料配合はこれまでの実施例と同様である。また、本試験における本発明の1m当たりの材料配合は次のとおりである。
生育基盤材(オルガソイル) 2000L
短繊維材A(椰子繊維) 80L
短繊維材B(ポリエステル繊維) 2kg
粘土鉱物(ベントナイト) 10kg
侵食防止材(レミコントロール) 60kg
緩効性肥料(ハイコントロール) 4kg
The material composition of Prior Art 2 is the same as in the previous examples. The material composition per 1 m 3 of the present invention in this test is as follows.
Growth base material (Orga soil) 2000L
Short fiber material A (coconut fiber) 80L
Short fiber material B (polyester fiber) 2kg
Clay mineral (bentonite) 10kg
Erosion control material (Remi Control) 60kg
Slow release fertilizer (high control) 4kg

各試験区とも、有機質系生育基盤材(商品名:オルガソイル)2000L/m、無機質系侵食防止材(商品名:レミコントロール)60kg/m、及び緩効性肥料(商品名:ハイコントロール)4kg/m)は共通である。調査は、46日後と105日後に3箇所/試験区の調査プロットを設定し、乾燥収縮クラック間隔、単位面積当たりの乾燥収縮クラック延長の測定、及び生育基盤の?離状況を観察した。 In each test plot, 2000 L / m 3 of organic growth base material (trade name: Orgasoil), 60 kg / m of inorganic erosion prevention material (trade name: Remi Control), and 4 kg of slow-release fertilizer (trade name: High Control) / M 3 ) are common. In the investigation, investigation plots were set at three places / test plots after 46 days and 105 days, and the measurement of the interval between dry shrinkage cracks, the extension of dry shrinkage cracks per unit area, and the state of detachment of the growth substrate were observed.

図9は、乾燥収縮クラック間隔の比較(三元配置分散分析)を示すグラフである。
乾燥収縮クラック間隔について、法面条件(岩盤法面、土砂法面)、適用工法(金網張工を併用した植生基材吹付工、本発明、従来技術2)、及び経過日数(46日後、105日後)の3因子について三元配置分散分析を行った。その結果、法面条件、適用工法、経過日数の各要因ともに高い有意差(それぞれp<0.01、p<0.05、p<0.01)が認められ、Tukeyの多重比較検定の結果、金網を併用した植生基材吹付工と従来技術2との間の差は小さいが(p=0.46)、本発明と金網を併用した植生基材吹付工との間、及び本発明と従来技術2との間には有意差(p<0.05)が認められた。
FIG. 9 is a graph showing a comparison of drying shrinkage crack intervals (three-way analysis of variance).
Regarding the drying shrinkage crack interval, the slope condition (rock slope, earth and sand slope), applied method (vegetation base material spraying using wire mesh upholstery, the present invention, prior art 2), and elapsed days (after 46 days, 105 days) After 3 days, a three-way analysis of variance was performed for the three factors. As a result, a high significant difference (p <0.01, p <0.05, p <0.01, respectively) was recognized in each of the factors of the slope condition, the applied method, and the elapsed days, and the results of Tukey's multiple comparison test Although the difference between the vegetation substrate spraying method using the wire mesh and the prior art 2 is small (p = 0.46), the difference between the present invention and the vegetation material spraying method using the wire mesh is also small. A significant difference (p <0.05) was found between the prior art 2 and the prior art 2.

乾燥収縮クラック間隔は、法面条件や経過日数によっても差が生じるが、本発明は他の試験区と比較して優れたクラック抑制効果を有していることが確かめられた。また、本発明のクラック抑制効果を法面条件別に比較すると、金網張工を併用した植生基材吹付工と比較して岩盤法面で54〜64%、土砂法面で87〜93%に、従来技術2と比較して岩盤法面で76〜83%、土砂法面で67〜72%に減少させる効果が認められた。   Although the drying shrinkage crack interval varies depending on the slope condition and the number of elapsed days, it has been confirmed that the present invention has an excellent crack suppressing effect as compared with other test plots. In addition, when the crack suppression effect of the present invention is compared for each slope condition, it is 54 to 64% on the rock slope and 87 to 93% on the earth and sand slope as compared with the vegetation base material spraying method combined with the wire mesh work. Compared with the prior art 2, the effect of reducing the rock slope to 76 to 83% and the soil and sand slope to 67 to 72% was recognized.

図10は、乾燥収縮クラック延長の比較(三元配置分散分析)を示すグラフである。
乾燥収縮クラック延長について、法面条件(岩盤法面、土砂法面)、適用工法(金網張工を併用した植生基材吹付工、本発明、従来技術2)、及び経過日数(46日後、105日後)の3因子について三元配置分散分析を行った。その結果、法面条件、適用工法、経過日数の各要因ともに顕著な差(それぞれp=0.06、p<0.05、p=0.20)が認められ、Tukeyの多重比較検定の結果、本発明と従来技術2の間の差(p=0.25)は少なかったが、本発明と金網張工を併用した植生基材吹付工の間には高い有意差(p<0.05)が認められ、本発明は金網張工を併用した一般的な植生基材吹付工と比較しても優れたクラック抑制効果を有し、従来技術2と比較しても比較的高い確率で差があることが確かめられた。
FIG. 10 is a graph showing a comparison of drying shrinkage crack extension (three-way analysis of variance).
Regarding the extension of the drying shrinkage crack, the slope conditions (rock slope, earth and sand slope), the applied method (vegetation base material spraying combined with wire mesh tensioning, the present invention, prior art 2), and the number of elapsed days (after 46 days, 105 After 3 days, a three-way analysis of variance was performed for the three factors. As a result, remarkable differences (p = 0.06, p <0.05, p = 0.20, respectively) were recognized in each of the factors of the slope condition, the applied construction method, and the elapsed days, and the results of Tukey's multiple comparison test Although the difference (p = 0.25) between the present invention and the prior art 2 was small, a high significant difference (p <0.05) between the present invention and the vegetation substrate spraying method using the wire mesh work was used. ) Is recognized, the present invention has an excellent crack suppressing effect as compared with a general vegetation substrate spraying method using a wire mesh upholstery, and the difference is relatively high compared with the prior art 2. It was confirmed that there was.

乾燥収縮クラック延長は、法面条件や経過日数によっても差が生じるが、本発明は、これら対照区と比較して優れたクラック抑制効果を有していることが確かめられた。また、本発明のクラック抑制効果を法面条件別に比較すると、金網張工を併用した植生基材吹付工と比較して、岩盤法面で31〜37%、土砂法面で42〜43%に、従来技術2と比較して、岩盤法面で45〜71%、土砂法面で65〜76%に減少させる効果が認められた。   Although the drying shrinkage crack elongation varies depending on the slope condition and the number of elapsed days, it was confirmed that the present invention has an excellent crack suppressing effect as compared with these control groups. In addition, when the crack suppression effect of the present invention is compared by slope conditions, it is 31 to 37% on rock slope and 42 to 43% on earth and sand slope as compared with vegetation base spraying combined with wire mesh tensioning. Compared with the prior art 2, an effect of reducing the rock slope to 45 to 71% and the soil and sand slope to 65 to 76% was recognized.

金網張工を併用した植生基材吹付工のクラック間隔とクラック延長が最も大きくなった原因として、生育基盤の乾燥収縮に伴って、金網の網目に沿ってクラックが生じたことがあげられる。このような現象は、特に生育基盤の吹付厚が薄い場合に発生しやすい。本発明を、金網張工を併用した植生基材吹付工として施工した場合には、金網に沿ったクラックの発生を抑制する効果も期待できる。   The cause of the largest crack interval and crack extension in the vegetation base material spraying method using the wire mesh upholstery is that cracks are generated along the mesh of the wire mesh with the drying shrinkage of the growth base. Such a phenomenon tends to occur particularly when the spray thickness of the growth base is small. When the present invention is constructed as a vegetation base material spraying method using a wire mesh upholstery, an effect of suppressing the occurrence of cracks along the wire mesh can also be expected.

図11は、施工105日後に確認された生育基盤の剥離状況を比較する写真である。
なお、金網張工を省略した植生基材吹付工が有する問題として、現場によっては吹き付けた生育基盤が風で?離したり、宿根雑草の出芽で生育基盤が持ち上げられて?離したりする問題がある。今回の試験の105日後の調査時に、土砂法面において従来技術2の試験区で生育基盤の?離が観察されたのに対し、本発明と金網張工を併用した植生基材吹付工の試験区では全く?離は認められなかった。この結果から、本発明は従来技術2と比較して優れた生育基盤の?離抑制効果があり、3cm厚という薄い吹付厚でも十分な効果が発揮されることが確かめられた。
FIG. 11 is a photograph for comparing the state of peeling of the growth base confirmed 105 days after construction.
In addition, as a problem with the vegetation base material sprayer who omitted the wire mesh work, there is a problem that the growth base sprayed is separated by wind depending on the site, or the growth base is lifted and separated by sprouting of the weed root weed. . At the time of the investigation 105 days after this test, detachment of the growth base was observed in the test plot of the prior art 2 on the soil and sand slope, whereas the test of the vegetation base material sprayer using the present invention and wire mesh upholstery together was performed. No separation was observed in the ward. From these results, it was confirmed that the present invention has an excellent effect of suppressing the detachment of the growth base as compared with the prior art 2, and a sufficient effect is exhibited even with a sprayed thickness as thin as 3 cm.

[実施例6]
以上を総合すると、本発明は、少なくとも次の配合の場合に目的とする作用効果を奏することができる。なお、下記記載以外の侵食防止材、肥料、及び種子の配合量は設計事項である。
生育基盤材 2000L
短繊維材A 20〜100L
短繊維材B 1〜5kg
粘土鉱物 5〜50kg
[Example 6]
Summarizing the above, the present invention can achieve the intended effects at least in the following cases. The amounts of the erosion preventing material, fertilizer, and seeds other than those described below are design items.
Growth base material 2000L
Short fiber material A 20-100L
Short fiber material B 1-5kg
Clay mineral 5-50kg

さらに好適には、次の配合の場合に目的とする作用効果を奏する。
生育基盤材 2000L
短繊維材A 40〜80L
短繊維材B 1〜2kg
粘土鉱物 10〜30kg
More preferably, the following effects can achieve the desired effects.
Growth base material 2000L
Short fiber material A 40-80L
Short fiber material B 1-2kg
Clay mineral 10-30kg

Claims (4)

緑化基礎工として網張工を併用せずに植生基材を傾斜地に直接吹き付ける緑化工法に用いる前記植生基材であって、
主材料となる生育基盤材と、粘土鉱物と、第1の短繊維材(A)と、第2の短繊維材(B)とを少なくとも含む混合物であり、
前記第1の短繊維材(A)と前記第2の短繊維材(B)は、相対的に、前記第1の短繊維材(A)が硬質で平均繊維長が長く、かつ、前記第2の短繊維材(B)が軟質で平均繊維長が短いことを特徴とする植生基材。
The vegetation base material used in a greening method in which a vegetation base material is directly sprayed onto a slope without using a netting work as a greening foundation work,
A mixture containing at least a growth base material serving as a main material, a clay mineral, a first short fiber material (A), and a second short fiber material (B);
In the first short fiber material (A) and the second short fiber material (B), the first short fiber material (A) is relatively hard and has a long average fiber length. 2. A vegetation base material, wherein the short fiber material (B) is soft and has a short average fiber length.
前記第1の短繊維材(A)の平均繊維長が4.5cm±3.0cm、かつ、前記第2の短繊維材(B)の平均繊維長が2.0cm±1.0cmであることを特徴とする請求項3に記載の植生基材。   The average fiber length of the first short fiber material (A) is 4.5 cm ± 3.0 cm, and the average fiber length of the second short fiber material (B) is 2.0 cm ± 1.0 cm. The vegetation base material according to claim 3, characterized in that: 緑化基礎工として網張工を併用せずに植生基材を用いて行う法面吹付緑化工法であって、
少なくとも主材料となる生育基盤材と、粘土鉱物と、第1の短繊維材(A)と、第2の短繊維材(B)とを混合することにより植生基材を調製する工程と、
前記植生基材を傾斜地に直接吹き付ける工程とを有し、
前記第1の短繊維材(A)と前記第2の短繊維材(B)は、相対的に、前記第1の短繊維材(A)が硬質で平均繊維長が長く、かつ、前記第2の短繊維材(B)が軟質で平均繊維長が短いことを特徴とする法面吹付緑化工法。
It is a slope spraying greening method that uses vegetation base materials without using mesh netting as a greening foundation,
A step of preparing a vegetation base material by mixing at least a growth base material as a main material, a clay mineral, a first short fiber material (A), and a second short fiber material (B);
Spraying the vegetation base material directly on the slope,
In the first short fiber material (A) and the second short fiber material (B), the first short fiber material (A) is relatively hard and has a long average fiber length. 2. A slope spraying greening method, wherein the short fiber material (B) is soft and has a short average fiber length.
前記第1の短繊維材(A)の平均繊維長が4.5cm±3.0cm、かつ、前記第2の短繊維材(B)の平均繊維長が2.0cm±1.0cmであることを特徴とする請求項3に記載の法面吹付緑化工法。   The average fiber length of the first short fiber material (A) is 4.5 cm ± 3.0 cm, and the average fiber length of the second short fiber material (B) is 2.0 cm ± 1.0 cm. The slope spraying greening method according to claim 3, characterized in that:
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