JPH09316851A - Porous concrete mould for cultivating plant, and method of executing work for multi-nature type revetment by using the concrete mould - Google Patents

Porous concrete mould for cultivating plant, and method of executing work for multi-nature type revetment by using the concrete mould

Info

Publication number
JPH09316851A
JPH09316851A JP8136121A JP13612196A JPH09316851A JP H09316851 A JPH09316851 A JP H09316851A JP 8136121 A JP8136121 A JP 8136121A JP 13612196 A JP13612196 A JP 13612196A JP H09316851 A JPH09316851 A JP H09316851A
Authority
JP
Japan
Prior art keywords
porous concrete
type
revetment
concrete mould
family
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP8136121A
Other languages
Japanese (ja)
Inventor
Takaaki Kidokoro
卓明 城所
Atsushi Yatagai
敦 谷田貝
Masayuki Ueno
雅之 上野
Takashi Takada
岳志 高田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nihon Cement Co Ltd
Original Assignee
Nihon Cement Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nihon Cement Co Ltd filed Critical Nihon Cement Co Ltd
Priority to JP8136121A priority Critical patent/JPH09316851A/en
Publication of JPH09316851A publication Critical patent/JPH09316851A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)
  • Cultivation Of Plants (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a porous concrete mould which are suitable to growth of mugworts and other plants such as are seen at a revetment part of a river, and provide a method of executing work for a multi-nature type revetment. SOLUTION: Porous concrete moulds (a), (b), (c) of a porosity of 15-25% having at least one surface of irregular form, for cultivating plants using the surface of irregular form, in which filler soil material is changed, are placed and arranged in a coastal zone of a river, a lake, or the sea, or otherwise, filler soil material is charged filled after the moulds (a), (b), (c) are placed and arranged on the coastal zone, so by growing plants of the chrysanthemum family, rice family, willow family, or syringa family to form mangroves, a revetment can be protected without damaging natural environments or a view.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、覆土して植物を栽
培するためのポーラスコンクリート成形体及びそれを用
いた多自然型護岸の施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a porous concrete molding for covering soil and cultivating plants, and a method for constructing a multi-natural revetment using the same.

【0002】[0002]

【従来の技術】河川、特に流水に頻繁にさらされる低水
護岸部の緑化には、植栽基盤の安定を図りながら、護岸
としての機能を維持していくことが必要とされ、さまざ
まな多自然型護岸工法が提案されている。内部に空隙を
もつポーラスコンクリートは、透水性を有し、歩道等や
植栽用の材料として用いられている。しかしながら、ポ
ーラスコンクリートを多自然型護岸に用いる場合、護岸
強度を確保するために空隙率が15〜25%のものを用
いる必要があり、従来の平板型のポーラスコンクリート
では、植物の成育が十分でない場合があった。
2. Description of the Related Art Afforestation of rivers, especially low-water revetments that are frequently exposed to running water, requires maintaining stable functioning as a revetment while stabilizing the planting base. A natural revetment method has been proposed. Porous concrete having voids inside has water permeability and is used as a material for sidewalks and plants. However, when using porous concrete for a natural revetment, it is necessary to use one with a porosity of 15 to 25% in order to secure the revetment strength, and plant growth is not sufficient with conventional flat plate type concrete. There were cases.

【0003】[0003]

【発明が解決しようとする課題】本発明は、従来のもの
と比べて植物の生育により好適なポーラスコンクリート
成形体を得ること、及び該ポーラスコンクリート成形体
を用いた多自然型護岸の施工方法を提供することを目的
とする。
DISCLOSURE OF THE INVENTION The present invention provides a porous concrete compact which is more suitable for plant growth than conventional ones, and a method for constructing a multi-natural revetment using the porous concrete compact. The purpose is to provide.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に、請求項1に記載の植物栽培用ポーラスコンクリート
成形体は、少なくとも一面が凹凸形状を有し、空隙率が
15〜25%であり、該凹凸形状を有する面を用いて植
物を育成させることを特徴とする。請求項2に記載の多
自然型護岸の施工方法は、請求項1記載のポーラスコン
クリート成形体に充填土壌材を充填したものを河川、湖
沼、海辺の沿岸帯に敷き並べるか、該成形体を該沿岸帯
に敷き並べた後、充填土壌材を充填し、該成形体の凹凸
形状を有する面でキク科、イネ科、ヤナギ科、またはマ
ングローブを形成するシルギ類の植物を育成させること
により、自然環境や景観を損なうことなく岸壁を保護で
きるようにしたことを特徴とする。
In order to solve the above problems, the porous concrete molded product for plant cultivation according to claim 1 has at least one surface having an uneven shape and a porosity of 15 to 25%. The present invention is characterized in that a plant is grown using the surface having the uneven shape. The construction method of the multi-natural revetment according to claim 2 is to lay the porous concrete compact according to claim 1 filled with a filling soil material in a river, a lake, a coastal zone of a seaside, or to form the compact. After laying in the coastal zone, filled with a filled soil material, by growing plants of the Asteraceae family, Gramineae family, Salix family, or mangrove-forming sorghum family on the surface having the irregular shape of the molded body, The feature is that the quay can be protected without damaging the natural environment and landscape.

【0005】[0005]

【発明の実施の形態】本発明のポーラスコンクリート成
形体を用いて好適に栽培することのできる植物として
は、キク科のヨモギ、イネ科のリードカナリーグラス、
ヤナギ科のカワヤナギ等を挙げることができる。本発明
のポーラスコンクリート成形体の空隙率は、15〜25
%、好ましくは18〜23%である。空隙率が15%未
満であると、植物がポーラスコンクリート中に根を伸ば
すのに支障がある等の問題を生じ、25%を超えると、
河川護岸用コンクリート製品に必要な18N/mm2
度の圧縮強度を得ることができない。
BEST MODE FOR CARRYING OUT THE INVENTION Plants that can be preferably cultivated using the porous concrete molded product of the present invention include mugwort of the Asteraceae family, reed canary grass of the Gramineae family,
The willow of the willow family etc. can be mentioned. The porosity of the porous concrete molded body of the present invention is 15 to 25.
%, Preferably 18-23%. When the porosity is less than 15%, problems occur such as a plant having difficulty in rooting in porous concrete, and when it exceeds 25%,
The compressive strength of about 18 N / mm 2 required for river revetment concrete products cannot be obtained.

【0006】本発明のポーラスコンクリート成形体の大
きさは、施工のし易さの点から、縦30〜50cm、横
30〜50cm、厚さ5〜20cm程度のものが望まし
い。凹凸形状を有する面は、通常、図1に示すように縦
×横で形成される一面かあるいはその対面も含めた両面
である。凹凸の数は、一面当り5〜6個程度が望まし
い。凹凸の高さは、成形体の厚さの20〜50%程度が
望ましい。成形体の厚さは、好ましくは、ヨモギの場
合、5.0〜8.0cmであり、リードカナリーグラス
の場合、8.0〜12.0cmであり、カワヤナギの場
合、8.0〜15.0cmである。
The size of the porous concrete molded product of the present invention is preferably about 30 to 50 cm in length, 30 to 50 cm in width, and 5 to 20 cm in thickness from the viewpoint of ease of construction. The surface having the concavo-convex shape is usually one surface formed vertically and horizontally as shown in FIG. 1 or both surfaces including the opposite surface. The number of irregularities is preferably about 5 to 6 per surface. The height of the irregularities is preferably about 20 to 50% of the thickness of the molded body. The thickness of the molded body is preferably 5.0 to 8.0 cm in the case of mugwort, 8.0 to 12.0 cm in the case of lead canary glass, and 8.0 to 15.cm in the case of kawayanagi. It is 0 cm.

【0007】ポーラスコンクリート成形体での凹凸形状
は、植栽する植物の品種によって異なる。ヨモギの場合
は、山型または凹型が好適であり、リードカナリーグラ
スの場合は、窪地型、山型または凹型が好適であり、カ
ワヤナギの場合は、窪地型、山型または凹型が好適であ
る。
The uneven shape of the porous concrete molded body differs depending on the variety of the plant to be planted. In the case of mugwort, a mountain type or a concave type is preferable, in the case of lead canary glass, a hollow type, a mountain type or a concave type is preferable, and in the case of kawayanagi, a concave type, a mountain type or a concave type is preferable.

【0008】ここで、窪地型とは、成形体の表面の平面
に多数の窪んだ部分が形成されたものをいう。そして、
例えば図1の(a)のように、窪んだ部分の列が左右で
互いに位置をずらすようにしてもよく、あるいは図2の
(C)のように、左右で互いに位置をずらさないように
してもよい。窪んだ部分は、曲面であっても、平面で切
り取った形状でもよい。窪んだ部分の底部の形状は、平
面、曲面、点等、任意である。
Here, the hollow mold means a molded body having a large number of recessed portions formed on a flat surface thereof. And
For example, as shown in FIG. 1A, the rows of the recessed portions may be displaced from each other in the left and right directions, or as in FIG. 2C, the rows may not be displaced from each other. Good. The recessed portion may have a curved surface or a flat surface. The shape of the bottom of the recessed portion is arbitrary, such as a flat surface, a curved surface, or a point.

【0009】山型とは、成形体の表面が多数の溝(山部
と谷部)から形成され、かつ、溝の断面が山型であるも
のをいう。溝の断面は、曲線であっても、いくつかの直
線で切り取られたものであってもよい。溝の断面の頂部
及び底部は、ある幅を有する直線でも、曲線でも、ある
いは点であってもよい。
The peak shape means that the surface of the molded body is formed of a large number of grooves (peak parts and valley parts) and the cross section of the groove is a peak shape. The cross section of the groove may be curved or may be cut out by some straight lines. The top and bottom of the cross section of the groove may be straight lines with a certain width, curved lines, or points.

【0010】凹型とは、成形体の表面の平面に少なくと
も一つの溝のみが形成されたものをいう。溝の断面は、
長方形や半円等、種々の形状をとることができる。これ
ら各形状の具体例を図1に(a)〜(c)として示す。
(a)は窪地型、(b)は山型、(c)は凹型である。
本発明の成形体は、前記の凹凸形状に合わせた型枠を用
いれば、従来の方法で製造できる。また、本発明の成形
体において、凹凸形状を有する面で植物を育成する場
合、該面は、根をはらせる場所、茎を育成させる場所の
どちらでもよい。
The concave mold means a mold in which at least one groove is formed on the flat surface of the molded product. The cross section of the groove is
It can have various shapes such as a rectangle and a semicircle. Specific examples of these shapes are shown as (a) to (c) in FIG.
(A) is a hollow type, (b) is a mountain type, and (c) is a concave type.
The molded product of the present invention can be manufactured by a conventional method by using a mold adapted to the uneven shape. Further, in the molded article of the present invention, when a plant is grown on a surface having an uneven shape, the surface may be either a place for rooting or a place for growing a stem.

【0011】本発明の施工方法の例を、以下に(1)〜
(3)として示す。 (1)少なくとも一面が凹凸形状を有する空隙率が15
〜25%であるポーラスコンクリート成形体に充填土壌
材を充填し、凹凸形状を有する面が上面あるいは底面に
なるように該ポーラスコンクリート成形体を隙間なく沿
岸帯に敷き並べた後、播種し、さらにその上に覆土する
ことを特徴とする多自然型護岸の施工方法。 (2)少なくとも一面が凹凸形状を有する空隙率が15
〜25%であるポーラスコンクリート成形体を凹凸形状
を有する面が上面あるいは底面になるように隙間なく上
部沿岸帯及び真沿岸帯に敷き並べ、該ポーラスコンクリ
ート成形体に充填土壌材を充填した後、播種し、さらに
その上に覆土することを特徴とする多自然型護岸の施工
方法。 (3)少なくとも一面が凹凸形状を有する空隙率が15
〜25%であるポーラスコンクリート成形体を凹凸形状
を有する面が上面あるいは底面になるように隙間なく上
部沿岸帯及び真沿岸帯に敷き並べ、該ポーラスコンクリ
ート成形体に充填土壌材を充填した後、その上を覆土
し、苗木を移植することを特徴とする多自然型護岸の施
工方法。
Examples of the construction method of the present invention are described below in (1)-
Shown as (3). (1) Porosity with at least one surface having an uneven shape is 15
-25% of the porous concrete compact is filled with a filling soil material, and the porous concrete compact is laid on the coastal zone without any gap so that the surface having the uneven shape is the top surface or the bottom surface, and then seeded, A method of constructing a multi-natural revetment characterized by covering it with soil. (2) The porosity of which at least one surface has unevenness is 15
After arranging the porous concrete compact of ˜25% in the upper coastal zone and the true coastal zone so that the surface having the uneven shape is the top surface or the bottom surface, and filling the porous concrete molded body with the filling soil material, A method of constructing a multi-natural revetment characterized by sowing and covering it with soil. (3) The porosity of which at least one surface has unevenness is 15
After arranging the porous concrete compact of ˜25% in the upper coastal zone and the true coastal zone so that the surface having the uneven shape is the top surface or the bottom surface, and filling the porous concrete molded body with the filling soil material, A method of constructing a multi-natural revetment that covers the soil and transplants seedlings.

【0012】上記充填土壌材としては、例えば、浄水場
発生土、ゼオライト、パーライト、パルプ、アルギン酸
ナトリウム及び水等の混合物を使用する。このような充
填土壌材として、例えば、特開平7−327482号公
報に記載されているアルカリ硬化体空隙の植生用充填材
が挙げられる。
As the above-mentioned filling soil material, for example, a mixture of soil generated from a water purification plant, zeolite, perlite, pulp, sodium alginate and water is used. As such a filling soil material, for example, a filling material for vegetation of voids in an alkali-cured body described in JP-A-7-327482 can be mentioned.

【0013】[0013]

【実施例】実施例1 表1に示す配合割合の原料をパン型ミキサーに投入して
練り混ぜ、成形後に蒸気養生を行い、表2に示す物性、
及び図2に示す(A)〜(D)の各形状を有する成形体
を作製した。
EXAMPLES Example 1 Raw materials having the mixing ratios shown in Table 1 were put into a pan-type mixer, kneaded and mixed, and steam-cured after forming.
And the molded object which has each shape of (A)-(D) shown in FIG. 2 was produced.

【0014】[0014]

【表1】 [Table 1]

【0015】成形体ブロックの寸法は、いずれも縦30
cm、横30cm、高さ15cmである。(A)は平板
型、(B)は上向山型、(B)を上下逆にしたのが下向
山型、(C)は窪地型、(D)は凹型、(D)を上下逆
にしたのが下向凹型である。(B)の山の頂部の間隔は
10cm、谷の深さは5cmであり、(C)の谷の深さ
は5cmであり、(D)の溝の幅は10cm、溝の深さ
は5cmである。
The size of the molded block is 30 in length.
cm, width 30 cm, height 15 cm. (A) is a flat plate type, (B) is an uphill type, (B) is an upside down type, (C) is a hollow type, (D) is a concave type, and (D) is upside down. Is the downward concave type. The distance between the tops of the peaks in (B) is 10 cm, the depth of the valleys is 5 cm, the depth of the valleys in (C) is 5 cm, the width of the grooves in (D) is 10 cm, and the depth of the grooves is 5 cm. Is.

【0016】河川護岸のヨモギの生育に適した場所で、
充填土壌材を充填した種々の形状のポーラスコンクリー
ト成形体を9個(1区)ずつ並べ、それらの表面に、鹿
沼土混合土を3cm覆土し、ヨモギを1区当たり25g
播種した。充填土壌材の配合成分は、浄水場発生土1
5.40重量%、ゼオライト5.28重量%、パーライ
ト1.14重量%、パルプ0.26重量%、アルギン酸
ナトリウム0.48重量%、水77.44重量%であ
る。植栽試験の結果を表2に示す。表中、生体重とは、
刈り取った地上部の植物の重量をいい、乾物重とは、刈
り取った地上部の植物を105℃で15分間乾燥した
後、8時間密閉して自然放冷した後の重量をいう。対照
区とは、ポーラスコンクリートブロックを用いないで行
った試験区をいう。
At a place suitable for the growth of mugwort on the river bank,
9 pieces (1 ward) of porous concrete compacts of various shapes filled with filled soil material are lined up, Kanuma soil mixed soil is covered by 3 cm on the surface, and mugwort is 25 g per 1 ward
Seeded. The compounding component of the filling soil material is the soil generated from the water purification plant 1
They are 5.40% by weight, 5.28% by weight of zeolite, 1.14% by weight of perlite, 0.26% by weight of pulp, 0.48% by weight of sodium alginate and 77.44% by weight of water. The results of the planting test are shown in Table 2. In the table, the fresh weight is
The dry ground weight means the weight of the cut-off above-ground plant, and the weight of the cut-off above-ground plant is dried at 105 ° C. for 15 minutes, then sealed for 8 hours and naturally cooled. The control section refers to a test section which was conducted without using the porous concrete block.

【0017】[0017]

【表2】 表2から、平板型と比べて、下向山型、下向凹型の場合
に平均乾物重が大きく、ヨモギの生育が良好であること
がわかる。
[Table 2] From Table 2, it can be seen that, compared with the flat plate type, the downhill mountain type and the downward concave type have a larger average dry matter weight, and the wormwood grows better.

【0018】実施例2 ヨモギの代わりにリードカナリーグラスを1区当たり2
5g播種した他は、実施例1と同様にして、植栽した。
その結果を表3に示す。
Example 2 Reed canary grass instead of mugwort 2 per ward
Planting was carried out in the same manner as in Example 1 except that 5 g was sown.
Table 3 shows the results.

【表3】 表3から、平板型と比べて、下向山型、上向山型、窪地
型、下向凹型、凹型の場合に、平均乾物重がほぼ同等
で、生育株数が大きいことがわかる。
[Table 3] From Table 3, it can be seen that the average dry weight is almost the same and the number of growing strains is larger in the case of the downhill type, the uphill type, the depression type, the downside concave type, and the downside type than the flat type.

【0019】実施例3 ヨモギの代わりにカワヤナギの枝を挿し木した他は、実
施例1と同様にして、植栽した。その結果を表4に示
す。
Example 3 Planting was carried out in the same manner as in Example 1 except that the branches of the willow tree were cut in place of the mugwort. The results are shown in Table 4.

【表4】 表4から、平板型と比べて、下向山型、上向山型、窪地
型、下向凹型、凹型の場合に、平均乾物重が大きく、カ
ワヤナギの生育が良好であることがわかる。
[Table 4] From Table 4, it can be seen that in the case of the downhill type, the uphill type, the depression type, the downside concave type, and the downside type, the average dry matter weight is large, and the growth of kawayanagi is good.

【0020】[0020]

【発明の効果】本発明の、凹凸形状を有するポーラスコ
ンクリート成形体は、ヨモギ、リードカナリーグラス、
カワヤナギ等の植物に対してこれまでより効果的に育成
できる。したがって、この成形体を河川の護岸部等の緑
化に用いると植物の成育が良好なので自然環境の保護が
図れる。
EFFECTS OF THE INVENTION The porous concrete molded product having an uneven shape according to the present invention includes mugwort, lead canary glass,
It can grow more effectively than ever before on plants such as willow. Therefore, if this molded product is used for revegetation of a river bank or the like, the growth of plants is good and the natural environment can be protected.

【図面の簡単な説明】[Brief description of drawings]

【図1】(a)窪地型、(b)山型、(c)凹型の各形
状の具体例を示す図である。
FIG. 1 is a diagram showing a specific example of each shape of (a) hollow type, (b) mountain type, and (c) concave type.

【図2】実施例で用いた(A)平板型、(B)山型、
(C)窪地型、(D)凹型の各形状のポーラスコンクリ
ート成形体を示す図である。
FIG. 2 is a flat plate type used in Examples, (B) mountain type,
It is a figure which shows the porous concrete molded object of each shape of (C) hollow type and (D) concave type.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも一面が凹凸形状を有する空隙
率が15〜25%であるポーラスコンクリート成形体で
あって、該凹凸形状を有する面を用いて植物を育成させ
ることを特徴とする植物栽培用ポーラスコンクリート成
形体。
1. A plant cultivating body having a concavo-convex shape on at least one surface and having a porosity of 15 to 25%, wherein plants are grown using the surface having the concavo-convex shape. Porous concrete molding.
【請求項2】 請求項1記載のポーラスコンクリート成
形体に充填土壌材を充填したものを河川、湖沼、海辺の
沿岸帯に敷き並べるか、該成形体を沿岸帯に敷き並べた
後、充填土壌材を充填し、該成形体の凹凸形状を有する
面でキク科、イネ科、ヤナギ科、またはマングローブを
形成するシルギ類の植物を育成させることにより、自然
環境や景観を損なうことなく該沿岸帯を保護できるよう
にした多自然型護岸の施工方法。
2. The porous concrete compact according to claim 1 filled with a filling soil material is laid in a coastal zone of a river, lake, or sea, or after the compact is laid in a coastal zone, the filled soil is filled. The coastal zone without impairing the natural environment or landscape by filling with wood and cultivating plants of Asteraceae, Gramineae, Salixaceae or mangrove-forming sorghum on the surface of the molded product having irregularities. A method of constructing a multi-natural revetment that protects the sea.
JP8136121A 1996-05-30 1996-05-30 Porous concrete mould for cultivating plant, and method of executing work for multi-nature type revetment by using the concrete mould Pending JPH09316851A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8136121A JPH09316851A (en) 1996-05-30 1996-05-30 Porous concrete mould for cultivating plant, and method of executing work for multi-nature type revetment by using the concrete mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8136121A JPH09316851A (en) 1996-05-30 1996-05-30 Porous concrete mould for cultivating plant, and method of executing work for multi-nature type revetment by using the concrete mould

Publications (1)

Publication Number Publication Date
JPH09316851A true JPH09316851A (en) 1997-12-09

Family

ID=15167802

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8136121A Pending JPH09316851A (en) 1996-05-30 1996-05-30 Porous concrete mould for cultivating plant, and method of executing work for multi-nature type revetment by using the concrete mould

Country Status (1)

Country Link
JP (1) JPH09316851A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6973752B2 (en) * 2001-05-31 2005-12-13 Anderson James F Aquatic planting process and related plant and seed holders
JP2009150120A (en) * 2007-12-20 2009-07-09 Hs Corporation:Kk Mounting form for construction
KR101067702B1 (en) * 2008-09-23 2011-09-27 주식회사 한국종합환경연구소 Method for restoration of coastal wet land using a pipe type structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6973752B2 (en) * 2001-05-31 2005-12-13 Anderson James F Aquatic planting process and related plant and seed holders
JP2009150120A (en) * 2007-12-20 2009-07-09 Hs Corporation:Kk Mounting form for construction
KR101067702B1 (en) * 2008-09-23 2011-09-27 주식회사 한국종합환경연구소 Method for restoration of coastal wet land using a pipe type structure

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