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JPH10331106A - Roadbed for seeding and planting concrete - Google Patents

Roadbed for seeding and planting concrete

Info

Publication number
JPH10331106A
JPH10331106A JP13895997A JP13895997A JPH10331106A JP H10331106 A JPH10331106 A JP H10331106A JP 13895997 A JP13895997 A JP 13895997A JP 13895997 A JP13895997 A JP 13895997A JP H10331106 A JPH10331106 A JP H10331106A
Authority
JP
Japan
Prior art keywords
roadbed
concrete
water
soil
growth
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.)
Granted
Application number
JP13895997A
Other languages
Japanese (ja)
Other versions
JP3238096B2 (en
Inventor
Mamoru Sakuma
護 佐久間
Toshio Yonezawa
敏男 米澤
Kunio Yanagibashi
邦生 柳橋
Toshiaki Yamada
敏昭 山田
Norihiko Adachi
憲彦 足立
Shinichiro Ando
慎一郎 安藤
Mitsuo Taniguchi
美津男 谷口
Daisuke Toyohara
大介 豊原
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.)
Nisshoku Corp
Takenaka Komuten Co Ltd
Takenaka Doboku Co Ltd
Original Assignee
Nisshoku Corp
Takenaka Komuten Co Ltd
Takenaka Doboku 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 Nisshoku Corp, Takenaka Komuten Co Ltd, Takenaka Doboku Co Ltd filed Critical Nisshoku Corp
Priority to JP13895997A priority Critical patent/JP3238096B2/en
Publication of JPH10331106A publication Critical patent/JPH10331106A/en
Application granted granted Critical
Publication of JP3238096B2 publication Critical patent/JP3238096B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To generate an environment favorable for growth of plants, for a roadbed on which seeding and planting concrete is placed. SOLUTION: An upper layer roadbed 10 on which greened concrete 20 is placed, is configured with crushed stones 12 having larger diameters and a good quality soil 14 equipped with a water retaining property to fill the voids between adjoining rubbles 12. The crushed stones 12 support the greened concrete 20 and transmit the load applied to the concrete 20 to the lower layer roadbed 16 of the pavement through protection blocks 24, while the good quality soil 14 permits the upper layer roadbed 10 to store water of such a quantity as necessary for growth of plant. If a sodding 28 is inplanted in the concrete 20, the root of the sodding 28 having reached the upper layer roadbed 10 can absorb the water from the soil 14, so that an environment favorable for growth of the plant can be established.

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、車道の路面を緑化
する緑化コンクリート用の路盤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roadbed for greening concrete for greening the road surface of a roadway.

【0002】[0002]

【従来の技術】図3に示すように、アスファルト舗装或
いはコンクリート舗装の上層路盤32の役割は、アスフ
ァルト混合物或いはコンクリートで打設された表層34
に掛かる車両等の荷重を、下層路盤36や路床38に伝
達することにある。
2. Description of the Related Art As shown in FIG. 3, an upper subgrade 32 of an asphalt pavement or a concrete pavement plays a role of a surface layer 34 cast with an asphalt mixture or concrete.
Is transmitted to the lower subgrade 36 and the subgrade 38.

【0003】上層路盤32が荷重伝達機能を損なわない
ためには、排水性が良いことが求められ、路盤材料とし
て、クラッシャランや粒度調整砕石が使用される。ここ
で、粒度調整砕石とは、所定の粒度及び含水比になるよ
うに、単粒度砕石、クラッシャランに他の材料を加え
て、含水比を調整して混合したものである。
In order for the upper roadbed 32 not to impair the load transmitting function, it is required that the upper roadbed 32 has good drainage properties, and crusher ores and crushed crushed stones are used as the roadbed material. Here, the particle size-adjusted crushed stone is obtained by adding other materials to a single-grained crushed stone and crusher orchid so as to have a predetermined particle size and a water content, and adjusting the water content to mix.

【0004】しかし、図4に示すように、このように構
成された上層路盤32の上に緑化コンクリート20(連
続空隙硬化体)を敷設し、芝生21を植栽した場合、上
層路盤32の排水性がよいため、緑化コンクリート20
の空隙中を伸長した芝生21の根は、上層路盤32から
水分を吸収することができず、植物が生育する好ましい
環境といえない。
[0004] However, as shown in FIG. 4, when greening concrete 20 (continuously hardened body) is laid on the upper subbase 32 and the lawn 21 is planted, drainage of the upper subbase 32 is performed. Greening concrete 20
The roots of the lawn 21 extending in the voids cannot absorb moisture from the upper subgrade 32, and cannot be said to be a favorable environment in which plants grow.

【0005】[0005]

【発明が解決しようとする課題】本発明は係る事実を考
慮して、緑化コンクリートが載置される路盤を、植物が
生育する好ましい環境にすることを課題とする。
SUMMARY OF THE INVENTION In view of the above facts, it is an object of the present invention to make a roadbed on which green concrete is placed a favorable environment in which plants grow.

【0006】[0006]

【課題を解決するための手段】請求項1に記載の発明で
は、連続空隙硬化体が敷設される或いは打設される路盤
が、大径の硬体と、隣合う硬体が形成する空隙に充填さ
れ保水性を備えた保水材とで構成されている。
According to the first aspect of the present invention, the roadbed on which the continuous gap hardening body is laid or cast is formed in a gap formed by a large-diameter hard body and an adjacent hard body. And a water-retaining material filled with water retention.

【0007】大径の硬体は、連続空隙硬化体を支持し連
続空隙硬化体に作用する荷重を舗装体の下部層へ伝達す
る機能を有しており、一方、保水体によって、路盤内に
植物の生育に必要な水分が貯留される。
The large-diameter hard body has a function of supporting the continuous void-hardened body and transmitting the load acting on the continuous void-hardened body to the lower layer of the pavement. The water required for plant growth is stored.

【0008】従って、例えば、連続空隙硬化体の上に芝
生を植栽した場合、路盤に達した芝の根が保水体から水
分を吸収することができるので、植物が生育する好まし
い環境となる。
[0008] Therefore, for example, when lawn is planted on the continuous void hardened body, the root of the lawn that has reached the roadbed can absorb moisture from the water retaining body, so that a favorable environment for plant growth is provided.

【0009】[0009]

【発明の実施の形態】図1及び図2には、本発明に係る
緑化コンクリート用の路盤の形態として上層路盤10が
示されている。
1 and 2 show an upper subgrade 10 as a form of a subgrade for greening concrete according to the present invention.

【0010】上層路盤10は、硬体としての大径の砕石
12と、この砕石12が敷き均され転圧された後、砕石
12が形成する空隙に充填される保水体としての良質土
14(保水性のある粒度の小さい土粒子)とで構成され
ている。なお、大径の砕石12とは、路盤材としての支
持強度を備え、且つ敷き均されると必然的に隣合う砕石
間に、植物が必要とする水分が保水されるに十分な大き
さの空隙を形成する大きさをいい、通常、10mm〜1
00mmの粒径が考えられるが、30mm〜50mmの
範囲が好ましい。
The upper subgrade 10 has a large-diameter crushed stone 12 as a hard body, and a high-quality soil 14 (a water-retaining body) that is filled with the crushed stone 12 after the crushed stone 12 is spread and compacted, and then filled in the void formed by the crushed stone 12. Water-retentive and small-sized soil particles). Note that the large-diameter crushed stone 12 has a supporting strength as a roadbed material, and, when spread, is inevitably large enough to retain water required by the plant between adjacent crushed stones. Refers to the size that forms a void, usually 10 mm to 1
Although a particle size of 00 mm is conceivable, a range of 30 mm to 50 mm is preferred.

【0011】また、上層路盤10は、粒度調整砕石等を
敷き均し転圧した下層路盤16で支持され、さらに、こ
の下層路盤16は、地山をレベリングして所定の支持強
度を持たせた路床18の上に構築されている。
Further, the upper subbase 10 is supported by a lower subbase 16 which is spread and crushed with crushed crushed stone, and the lower subbase 16 has a predetermined supporting strength by leveling the ground. It is built on a subgrade 18.

【0012】一方、上層路盤10の上には、連続空隙硬
化体としての緑化コンクリート20が敷設されている。
緑化コンクリート20は、低アルカリ性のセメントで骨
材22の表面を接着させた硬化体で、骨材22の間には
連続する空隙が形成されている。この空隙には、保水材
として、ピートモス、木材チップ、藁、バーグ堆肥、シ
ョロ等の繊維状有機材料が充填されている。
On the other hand, greening concrete 20 is laid on the upper subgrade 10 as a continuous void hardened body.
The greening concrete 20 is a hardened material in which the surfaces of the aggregates 22 are bonded with low-alkali cement, and continuous voids are formed between the aggregates 22. These voids are filled with fibrous organic materials such as peat moss, wood chips, straw, berg compost, and shoro as a water retention material.

【0013】また、緑化コンクリート20の上には、プ
ラスチックやゴム等によって格子状に成形された保護ブ
ロック24が載置されている。この保護ブロック24
は、タイヤTの輪荷重によって潰れない強度を有してい
る。さらに、保護ブロック24の格子枠内には、保護ブ
ロック24の上面より盛り上がらないように、堆肥土等
の土壌26が充填されており、さらに、パーライト等の
土壌改良剤が混合されている。なお、土壌26には、植
生材料の一例として張り芝28が植えられている。
On the green concrete 20, there is placed a protective block 24 formed in a lattice shape from plastic, rubber or the like. This protection block 24
Has a strength not to be crushed by the wheel load of the tire T. Further, soil such as compost is filled in the lattice frame of the protection block 24 so as not to rise from the upper surface of the protection block 24, and a soil conditioner such as perlite is mixed. In the soil 26, upholstered grass 28 is planted as an example of a vegetation material.

【0014】次に、本形態に係る上層路盤10の機能を
説明する。先ず、路床18を整形して、この路床18の
上に下層路盤16を施工する。次に、下層路盤16の上
に大径の砕石12を敷き均していき、良質土14を散布
しながら、砕石12の間に形成される空隙に良質土14
を充填していく。
Next, the function of the upper subbase 10 according to this embodiment will be described. First, the subgrade 18 is shaped, and the lower subgrade 16 is constructed on the subgrade 18. Next, the large-diameter crushed stones 12 are spread and leveled on the lower subgrade 16, and the high-quality soil 14 is dispersed in the voids formed between the crushed stones 12 while spraying the high-quality soil 14.
Filling.

【0015】そして、上層路盤10の施工後、緑化コン
クリート20を敷並べていく。なお、緑化コンクリート
20はプレキャストでなく、施工現場において現場打ち
してもよい。現場打ちすることによって、緑化コンクリ
ート20と砕石12が互いに入り込み、荷重が分散され
る。
After the construction of the upper subbase 10, the greening concrete 20 is laid. Note that the greening concrete 20 may be cast in place at a construction site instead of being precast. The greening concrete 20 and the crushed stone 12 enter each other by being cast in place, and the load is dispersed.

【0016】次に、この緑化コンクリート20の上に保
護ブロック24を置いて、土壌26を散布して、張り芝
28を植栽する。張り芝28の根は土壌26中を伸び、
緑化コンクリート20の空隙に充填された保水材に根づ
く。そして、張り芝28の根はさらに下方へ伸び、砕石
12の間に充填された良質土14へ至る。この良質土1
4には、水分が貯えられているので、根の育成を確保す
ることができる。
Next, the protective block 24 is placed on the green concrete 20, the soil 26 is sprayed, and the upholstery 28 is planted. The roots of the upholstery grass 28 extend through the soil 26,
It takes root in the water retention material filled in the voids of the greening concrete 20. Then, the roots of the upholstery grass 28 extend further down to the high quality soil 14 filled between the crushed stones 12. This high quality soil 1
4 stores water, so that roots can be grown.

【0017】また、保護ブロック24の上を車両のタイ
ヤTが通過しても、張り芝28の根が根づいた土壌26
は、踏み固められることがないので、根の成長が阻害さ
れることはない。さらに、保護ブロック24、緑化コン
クリート20を通じて上層路盤10へ伝達された荷重
は、砕石12によって下層路盤16へ伝達されるので、
舗装体としての機能は維持される。
Further, even if the tire T of the vehicle passes over the protection block 24, the soil 26 on which the roots of the upholstery grass 28 are rooted.
Is not compacted, so root growth is not inhibited. Further, the load transmitted to the upper subbase 10 through the protection block 24 and the green concrete 20 is transmitted to the lower subbase 16 by the crushed stones 12,
The function as a pavement is maintained.

【0018】なお、本形態では、硬体として砕石を使用
したが、天然の砂利でもよく、また、一定の強度を有す
るものであれば、スラグ等の鉱滓でも構わない。また、
上層路盤の施工方法は、本形態で説明したものに限定さ
れるものではない。
In the present embodiment, crushed stone is used as the hard body, but natural gravel may be used, or slag or other slag may be used as long as it has a certain strength. Also,
The method of constructing the upper subbase is not limited to the method described in the present embodiment.

【0019】さらに、砕石12の間に形成された空隙を
良質土14で充填したが、ピートモス、木材チップ、
藁、バーグ堆肥等でもよい。
Further, the voids formed between the crushed stones 12 were filled with the high quality soil 14, but peat moss, wood chips,
Straw, berg compost or the like may be used.

【0020】[0020]

【発明の効果】本発明は上記構成としたので、緑化コン
クリートが載置される路盤を、植物が生育する好ましい
環境にすることができる。
According to the present invention, the roadbed on which greening concrete is placed can be made a favorable environment for growing plants.

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

【図1】本発明の緑化コンクリート用の路盤が使用され
た舗装体の斜視図である。
FIG. 1 is a perspective view of a pavement using a roadbed for greening concrete of the present invention.

【図2】本発明の緑化コンクリート用の路盤が使用され
た舗装体の断面図である。
FIG. 2 is a cross-sectional view of a pavement using the roadbed for greening concrete of the present invention.

【図3】一般的なアスファルト舗装体を示す断面図であ
る。
FIG. 3 is a sectional view showing a general asphalt pavement.

【図4】従来の路盤に緑化コンクリートが敷設された状
態を示す断面図である。
FIG. 4 is a cross-sectional view showing a state where greening concrete is laid on a conventional roadbed.

【符号の説明】[Explanation of symbols]

10 上層路盤(路盤) 12 砕石(硬体) 14 良質土(保水体) 20 緑化コンクリート(連続空隙硬化体) Reference Signs List 10 Upper roadbed (roadbed) 12 Crushed stone (hard body) 14 High quality soil (water retaining body) 20 Greening concrete (continuous void hardened body)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 米澤 敏男 千葉県印西市大塚1丁目5番地1 株式会 社竹中工務店技術研究所内 (72)発明者 柳橋 邦生 千葉県印西市大塚1丁目5番地1 株式会 社竹中工務店技術研究所内 (72)発明者 山田 敏昭 東京都中央区銀座8丁目21番1号 株式会 社竹中土木内 (72)発明者 足立 憲彦 東京都中央区銀座8丁目21番1号 株式会 社竹中土木内 (72)発明者 安藤 慎一郎 東京都中央区銀座8丁目21番1号 株式会 社竹中土木内 (72)発明者 谷口 美津男 岡山県津山市高尾590番地の1 日本植生 株式会社内 (72)発明者 豊原 大介 岡山県津山市高尾590番地の1 日本植生 株式会社内 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Toshio Yonezawa 1-5-1, Otsuka, Inzai City, Chiba Prefecture Inside the Technical Research Institute, Takenaka Corporation (72) Inventor Kunio Yanagihashi 1-5-1, Otsuka, Inzai City, Chiba Prefecture Takenaka Corporation Technical Research Institute, Inc. (72) Inventor Toshiaki Yamada 8-2-1, Ginza, Chuo-ku, Tokyo (72) Inventor Norihiko Adachi 8-2-1, Ginza, Chuo-ku, Tokyo, Japan No. Takenaka Civil Engineering Co., Ltd. (72) Inventor Shinichiro Ando 8-21-1, Ginza, Chuo-ku, Tokyo, Japan (72) Inventor Mitsui Taniguchi 590-1, Takao, Tsuyama-shi, Okayama Japan In-company (72) Inventor Daisuke Toyohara 590-1 Takao, Tsuyama-shi, Okayama Pref.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 連続空隙硬化体が敷設される或いは打設
される緑化コンクリート用の路盤であって、 前記連続空隙硬化体を支持し連続空隙硬化体に作用する
荷重を舗装体の下部層へ伝達する大径の硬体と、隣合う
前記硬体が形成する空隙に充填され保水性を備えた保水
体と、を有することを特徴とする緑化コンクリート用の
路盤。
1. A roadbed for greening concrete on which a continuous void hardened body is laid or cast, wherein the load acting on the continuous void hardened body and acting on the continuous void hardened body is applied to a lower layer of a pavement. A roadbed for greening concrete, comprising: a large-diameter hard body to be transmitted; and a water-retaining body filled with voids formed by the adjacent hard bodies and having water retention.
JP13895997A 1997-05-28 1997-05-28 Roadbed for greening concrete Expired - Fee Related JP3238096B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13895997A JP3238096B2 (en) 1997-05-28 1997-05-28 Roadbed for greening concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13895997A JP3238096B2 (en) 1997-05-28 1997-05-28 Roadbed for greening concrete

Publications (2)

Publication Number Publication Date
JPH10331106A true JPH10331106A (en) 1998-12-15
JP3238096B2 JP3238096B2 (en) 2001-12-10

Family

ID=15234177

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13895997A Expired - Fee Related JP3238096B2 (en) 1997-05-28 1997-05-28 Roadbed for greening concrete

Country Status (1)

Country Link
JP (1) JP3238096B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217898A (en) * 2006-02-14 2007-08-30 Toa Doro Kogyo Co Ltd Greening pavement structure
JP2008301732A (en) * 2007-06-06 2008-12-18 Toho Leo Co Lawn pavement base material, and method for constructing lawn using the lawn pavement base material
CN100453734C (en) * 2003-11-26 2009-01-21 上海市政工程设计研究院 Plant macadam pavement and its construction method
CN109208403A (en) * 2018-09-27 2019-01-15 中铁四院集团西南勘察设计有限公司 Modern tram railway roadbed

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100453734C (en) * 2003-11-26 2009-01-21 上海市政工程设计研究院 Plant macadam pavement and its construction method
JP2007217898A (en) * 2006-02-14 2007-08-30 Toa Doro Kogyo Co Ltd Greening pavement structure
JP2008301732A (en) * 2007-06-06 2008-12-18 Toho Leo Co Lawn pavement base material, and method for constructing lawn using the lawn pavement base material
CN109208403A (en) * 2018-09-27 2019-01-15 中铁四院集团西南勘察设计有限公司 Modern tram railway roadbed

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