JP4541337B2 - Parking floor structure - Google Patents

Parking floor structure Download PDF

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JP4541337B2
JP4541337B2 JP2006271528A JP2006271528A JP4541337B2 JP 4541337 B2 JP4541337 B2 JP 4541337B2 JP 2006271528 A JP2006271528 A JP 2006271528A JP 2006271528 A JP2006271528 A JP 2006271528A JP 4541337 B2 JP4541337 B2 JP 4541337B2
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volume
soil
floor structure
water
parking lot
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JP2008088717A (en
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栄次 土井
雄一 遠山
利幸 田中
禮二 板垣
玖三主 小石
正司 木越
美代 平木
昭浩 木村
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上新電機株式会社
株式会社イー・プランニング
株式会社相建エンジニアリング
株式会社関東総業
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本発明は、駐車場床構造に関する。   The present invention relates to a parking lot floor structure.

屋外や屋上に設けられた駐車場の床は、コンクリートやアスファルトのものが大半であり、ヒートアイランド現象の主要な発生源のひとつである。   Most of the parking lot floors on the outdoors and on the roof are made of concrete or asphalt and are one of the main sources of the heat island phenomenon.

この床の上面に芝などの植物を植生させてヒートアイランド現象を緩和させることが考えられるが、駐車場の床を土の層にして植物を植生させたとしても、頻繁な車の出入りにより植物が踏み潰されて育成せず、対策として機能しなかった。   Plants such as turf can be vegetated on the upper surface of this floor to alleviate the heat island phenomenon, but even if the plant is vegetated with the floor of the parking lot as a soil layer, the plant will not be It was crushed and not nurtured and did not function as a countermeasure.

また、地面にブロックを互いに間隔をあけて敷設し、その間隔(目地)に土を入れ、その土に芝を植生することも開示されている(例えば、特許文献1参照)が、頻繁な車の出入りによりブロックが移動して不安定である。さらに、停車時のハンドル操作(地切りハンドル操作)によるタイヤの鉛直方向を軸とする回転によりブロックに力が作用しブロックがその力で水平面内で回転し目地の土を押して移動しやすい。また、このような態様において、目地間隔を保つスペーサを用いることが開示されている(例えば、特許文献2参照)が、これとて頻繁な車の出入りが長期わたるとブロックやスペーサが移動する現象が避けられず、このハンドル操作によるタイヤの回転によるブロックやスペーサの回転移動も避けられない。   In addition, it is also disclosed that blocks are laid on the ground with a space between them, soil is put in the space (joint), and turf is vegetated on the soil (see, for example, Patent Document 1). The block moves and is unstable by entering and exiting. Further, a force is applied to the block by rotation about the vertical direction of the tire by a handle operation (ground cutting handle operation) when the vehicle is stopped, and the block rotates in the horizontal plane by the force and easily moves by pushing the soil at the joint. Further, in such an aspect, it is disclosed that a spacer that keeps the joint interval is used (see, for example, Patent Document 2). However, a phenomenon in which a block or a spacer moves when a vehicle frequently enters and exits for a long time. Inevitably, the rotation of the block and the spacer due to the rotation of the tire by this steering wheel operation is unavoidable.

一方、植物を植生させる床としては透水性とともに保水性が必要である。このため、舗装ブロックの下部に人工的な水溜りを設ける(例えば、特許文献3参照)ことが開示されているが、このようなブロックは植生用の培土を保持せず植物の育成には不適である。   On the other hand, the floor on which plants are vegetated needs water retention as well as water permeability. For this reason, it is disclosed that an artificial water pool is provided in the lower part of the pavement block (see, for example, Patent Document 3). However, such a block does not hold soil for vegetation and is not suitable for growing plants. It is.

また、保水性機能を有する舗装体としては、このほかに、空隙率が10〜40%で、空隙部分に最大吸水率30〜80%の保水性注入材を含み、この保水性注入材の組成が、セメント系結合材100質量部、保水性材料5〜60質量部及び水60〜200質量部からなる混練物であるものが開示されている(例えば、特許文献4参照)。しかし、この舗装体も植生用の培土を保持せず植物の育成には不適である。
特開2006−45843号公報 特開2006−9480号公報 特開平8−85907号公報 特開2005−48403号公報
In addition, the pavement having a water retention function includes a water retention injection material having a porosity of 10 to 40% and a maximum water absorption rate of 30 to 80% in the void portion. The composition of the water retention injection material However, what is the kneaded material which consists of 100 mass parts of cementitious binders, 5-60 mass parts of water retention materials, and 60-200 mass parts of water is disclosed (for example, refer patent document 4). However, this pavement also does not retain vegetation soil and is unsuitable for plant growth.
JP 2006-45843 A JP 2006-9480 A JP-A-8-85907 JP 2005-48403 A

本発明の目的は、床面に植生されたシバ等の低木草類の植物が頻繁な車の出入りに耐えて育成される駐車場床構造を提供しようとすることである。   An object of the present invention is to provide a parking lot floor structure in which plants of shrubs such as shiba vegetated on a floor surface are cultivated by withstanding frequent car entry and exit.

本発明の要旨とするところは、透水層と、該透水層の上面に積層されたブロック層とを含み、該ブロック層が、上下に貫通する貫通孔が形成された成形体からなるブロックを含むブロック群が敷き詰められてなり、前記貫通孔に植物が植生されることとなる培土が充填された駐車場床構造であることにある。   The gist of the present invention includes a water permeable layer and a block layer laminated on the upper surface of the water permeable layer, and the block layer includes a block made of a molded body in which through holes penetrating vertically are formed. It is a parking lot floor structure in which a group of blocks are spread and filled with soil that will plant vegetation in the through hole.

また、本発明の要旨とするところは、透水層と、該透水層の上面に積層されたブロック層とを含み、該ブロック層が、上下方向の溝が形成された成形体からなるブロックを含むブロック群が敷き詰められてなり、前記成形体の該溝の内壁面と、該成形体に隣接のブロックの外壁面とで囲まれた空間に、植物が植生されることとなる培土が充填された駐車場床構造であることにある。   Further, the gist of the present invention includes a water permeable layer and a block layer laminated on the upper surface of the water permeable layer, and the block layer includes a block made of a molded body in which vertical grooves are formed. A group of blocks was laid, and the soil surrounded by the inner wall surface of the groove of the molded body and the outer wall surface of the block adjacent to the molded body was filled with a soil for plant growth. It is in the parking lot floor structure.

前記成形体は、複数の要素基体を組み合わせてなり得る。   The molded body may be a combination of a plurality of element substrates.

前記駐車場床構造においては、前記成形体がコンクリートの粉砕物を50重量%以上含む骨材がセメントで結合されてなり得る。   In the parking lot floor structure, an aggregate containing 50% by weight or more of pulverized concrete may be bonded with cement.

前記骨材は、前記コンクリートの粉砕物100重量部に対して5〜50重量部の汚泥固化体の粉砕物を含み得、該汚泥固化体が建設汚泥を固化剤及び混和剤を添加混合して硬化させたのち解砕したものであり得る。   The aggregate may include 5 to 50 parts by weight of a sludge solidified material with respect to 100 parts by weight of the concrete ground material, and the sludge solidified material is a construction sludge added with a solidifying agent and an admixture. It can be crushed after being cured.

前記駐車場床構造においては、前記培土が
まさ土、サバ土から選択される1種以上の土 25〜40容量%
パーライト 15〜40容量%
堆肥性肥料 25〜45容量%
ぼら土、鹿沼土から選択される1種以上の土 10〜25容量%
を含んでなる培土−1、
まさ土、サバ土から選択される1種以上の土 25〜40容量%
パーライト 30〜45容量%
堆肥性肥料 25〜45容量%
を含んでなる培土−2、
から選択される基本培土と、
前記基本培土1000リットルに対して0.5〜30kgの肥料とを含み得、
前記堆肥性肥料が、針葉樹の樹皮から得られるバーク堆肥、樹木の葉から得られる堆肥と粒子状の木に粘土をまぶして焼成したセラミック・炭複合物との混合物、から選択され得、
前記肥料が、化学肥料、天然物由来肥料から選択され得る。
In the parking lot floor structure, the soil is one or more soils selected from masa soil and mackerel soil.
Perlite 15-40% by volume
Compostable fertilizer 25-45% by volume
10-25% by volume of one or more soils selected from borado and kanuma soil
Culturing soil-1 comprising
One or more types of soil selected from Masa soil and mackerel soil 25-40% by volume
Perlite 30-45% by volume
Compostable fertilizer 25-45% by volume
Culturing soil-2 comprising,
Basic culture selected from
0.5 to 30 kg of fertilizer can be included for 1000 liters of the basic soil,
The compostable fertilizer can be selected from bark compost obtained from the bark of conifers, a mixture of compost obtained from the leaves of a tree and a ceramic / charcoal composite obtained by firing a particulate tree with clay and firing,
The fertilizer may be selected from chemical fertilizers and natural product-derived fertilizers.

さらに、前記駐車場床構造においては、前記培土が
まさ土、サバ土から選択される1種以上の土 30〜50容量%
パーライト 10〜20容量%
樹木の葉から得られる堆肥30〜40容量%
粒子状の木に粘土をまぶして焼成したセラミック・炭複合物 1〜5容量%
炭粉 5〜10容量%
遅効性有機肥料 0.1〜1容量%
を含んでなり得る。
Furthermore, in the parking lot floor structure, the soil is
30-50% by volume of one or more types of soil selected from Masa soil and mackerel soil
Perlite 10-20% by volume
Compost 30-40% by volume obtained from leaves of trees
1-5% by volume of ceramic and charcoal composites fired by sprinkling clay on particulate wood
Charcoal powder 5-10% by volume
Slow-acting organic fertilizer 0.1-1% by volume
Can be included.

前記透水層は砂状物の層を含み得る。   The water permeable layer may include a sandy layer.

前記駐車場床構造においては、前記透水層の下側に石塊状物の集合体を主体とする層が敷設され得、該石塊状物が、建設汚泥を固化剤及び混和剤を添加混合して硬化させたさせたのち解砕した汚泥固化体を含み得る。   In the parking lot floor structure, a layer mainly composed of aggregates of stone blocks can be laid on the lower side of the water permeable layer, and the blocks can be obtained by mixing construction sludge with a solidifying agent and an admixture. It may contain sludge solidified material that has been hardened and then crushed.

前記駐車場床構造においては、前記培土に給水する給水手段が前記ブロック層の下側に設けられ得る。   In the parking lot floor structure, water supply means for supplying water to the cultivation soil may be provided below the block layer.

本発明によると、床面に植生されたシバ等の低木草類の植物が頻繁な車の出入りに耐えて育成される駐車場床構造が提供される。   ADVANTAGE OF THE INVENTION According to this invention, the parking lot floor structure by which plants of shrub grasses, such as a buckwheat vegetated on the floor surface, are endured and brought up with frequent vehicles coming and going is provided.

本発明の実施態様を説明する。図1に本発明の駐車場床構造に用いられる成形体4の形状を示す。成形体4は外形状が立方体あるいは直方体のブロックからなり、上下に貫通する貫通孔8が形成されている。貫通孔8の断面形状や数はとくには限定されないが、図1に示すように、成形体4が上面視田の字状に見えるように形成されていることが、1個の成形体4あたりの貫通孔8の開口面積の総和を大きくし、かつ成形体4の側壁10や内部壁12の強度を大きくするうえで、さらに加えて敷設後の美観のうえで好ましい。   Embodiments of the present invention will be described. FIG. 1 shows the shape of the molded body 4 used in the parking lot floor structure of the present invention. The molded body 4 is a block whose outer shape is a cube or a rectangular parallelepiped, and has a through hole 8 penetrating vertically. The cross-sectional shape and the number of the through-holes 8 are not particularly limited, but as shown in FIG. 1, the formed body 4 is formed so as to look like the shape of a top view. In order to increase the total sum of the opening areas of the through-holes 8 and increase the strength of the side wall 10 and the inner wall 12 of the molded body 4, it is also preferable from the viewpoint of aesthetics after laying.

図2に、成形体4が敷設されてなる駐車場床構造2を示す。駐車場床構造2は透水層16と、透水層16の上面に積層されたブロック層6とを含む。ブロック層6は、成形体4からなるブロックを含むブロック群が敷き詰められてなる。成形体4は、透水層16の上面に隣設の成形体4同士が実質的に面接して格子状に敷き詰められて、貫通孔8には植物20が植生されることとなる培土18が充填されている。   FIG. 2 shows a parking lot floor structure 2 in which a molded body 4 is laid. The parking lot floor structure 2 includes a water permeable layer 16 and a block layer 6 laminated on the upper surface of the water permeable layer 16. The block layer 6 is formed by spreading a block group including a block made of the molded body 4. In the molded body 4, the adjacent molded bodies 4 are substantially in contact with each other on the upper surface of the water-permeable layer 16 and are spread in a lattice shape, and the through-hole 8 is filled with the soil 18 for planting 20. Has been.

透水層16の材質は透水性を有して透水層16が成形体4を支承するものであればとくには限定されないが、砂、砂状物、多孔質の樹脂からなる板状体、繊維集合体シートなどが例示される。また、保水性を有するものであることがさらに好ましい。透水層16の厚さは10〜50mmであることが好ましい。20〜30mmであることがさらに好ましい。   The material of the water permeable layer 16 is not particularly limited as long as it has water permeability and the water permeable layer 16 supports the molded body 4. However, the material is a plate, a fiber assembly, and a sand, sand-like material, or porous resin. A body sheet etc. are illustrated. Further, it is more preferable to have water retention. The thickness of the water permeable layer 16 is preferably 10 to 50 mm. More preferably, it is 20-30 mm.

透水層16として、汚泥固化体の粉砕物を層状に敷設したものを用いることが、駐車場床構造の保水性と透水性を良好にするうえで最も好ましい。汚泥固化体の粉砕物は砂と混合されて用いられてもよい。   As the water permeable layer 16, it is most preferable to use a sludge-solidified product laid in layers to improve the water retention and water permeability of the parking lot floor structure. The pulverized sludge solidified product may be used by mixing with sand.

さらに、本発明の駐車場床構造においては、透水層16の下側に図2(c)に示すように石塊状物42の層40が設けられてることが、駐車場床構造の保水性と透水性を良好にするうえでさらに好ましい。石塊状物42は河砂利等の天然石であってもよいが、砕石であることが好ましい。石塊状物42の径は10〜60mmが好ましい。石塊状物42は汚泥固化体を解砕した砕石状物であることが保水性と透水性を良好にするうえで最も好ましい。このような石塊状物42としては、例えば、大幸工業株式会社製 商品名;ポリナイト;C−20(粒径:20mmアンダー)、C−30(粒径:30mmアンダー)などが好適に用いられる。石塊状物の層40の厚さは80〜100mmであることが好ましい。石塊状物42としては、河砂利や砕石と、、汚泥固化体を解砕した砕石状物とが混合されたものであってもよい。   Furthermore, in the parking lot floor structure of the present invention, the layer 40 of the block of stones 42 is provided below the permeable layer 16 as shown in FIG. It is further preferable for improving water permeability. The stone block 42 may be natural stone such as river gravel, but is preferably crushed stone. The diameter of the stone block 42 is preferably 10 to 60 mm. The stone block 42 is most preferably a crushed stone obtained by pulverizing the sludge solidified body in order to improve water retention and water permeability. As such a block of stone 42, for example, Daiko Kogyo Co., Ltd. trade name; Polynite; C-20 (particle size: 20 mm under), C-30 (particle size: 30 mm under), etc. are preferably used. The thickness of the layer 40 of the stone block is preferably 80 to 100 mm. The stone block 42 may be a mixture of river gravel or crushed stone and crushed stone obtained by pulverizing the sludge solidified body.

本発明の他の態様の一例においては、図3に示すように、成形体4が中実のブロック22と混在して敷設されてもよい。   In an example of the other aspect of the present invention, as shown in FIG. 3, the molded body 4 may be laid together with the solid block 22.

また、本発明のさらに他の態様の駐車場床構造2aにおいては、図4に示すように、成形体が、上下方向の溝30が形成された成形体4aであってもよい。この場合は、成形体4aからなるブロック同士が接して敷き詰められたときに、成形体4aの溝30の内壁面32と、成形体4aに隣接の成形体4aからなるブロックの外壁面34とで囲まれた孔空間36に、植物が植生されることとなる培土が充填される。   Moreover, in the parking lot floor structure 2a according to still another aspect of the present invention, as shown in FIG. 4, the molded body may be a molded body 4a in which the vertical grooves 30 are formed. In this case, when the blocks made of the molded body 4a are spread in contact with each other, the inner wall surface 32 of the groove 30 of the molded body 4a and the outer wall surface 34 of the block made of the molded body 4a adjacent to the molded body 4a. The enclosed hole space 36 is filled with a soil for plant growth.

本発明に用いられる成形体の上面には、図5に示すように、貫通孔8(あるいは孔空間36)の上縁11と成形体(4)の外周上縁9との間にわたって浅溝13が形成されている態様が好ましい。浅溝13は隣り合う貫通孔8(あるいは孔空間36)の上縁11の間にわたっても形成されていることが好ましい。浅溝13は導水路となって貫通孔8(あるいは孔空間36)に充填されている培土の表面の水はけを良好にする。   On the upper surface of the molded body used in the present invention, as shown in FIG. 5, the shallow groove 13 extends between the upper edge 11 of the through hole 8 (or the hole space 36) and the outer peripheral upper edge 9 of the molded body (4). An embodiment in which is formed is preferred. The shallow groove 13 is preferably formed also between the upper edges 11 of the adjacent through holes 8 (or hole spaces 36). The shallow groove 13 serves as a water conduit and improves drainage of the surface of the soil filled in the through hole 8 (or the hole space 36).

図6に示す駐車場床構造2bに用いられて敷き詰められている成形体4bのように、外周面が凹凸47を有してもよい。互いに隣接の成形体について、一方の成形体の凹部に、その成形体に隣接の他方の成形体の凸部を食い込ませるようにして、成形体同士が面接触することにより、敷設構造が安定し、ハンドルの地切りに対しても、タイヤによるブロックの移動を防止する効果がさらに高まる。   The outer peripheral surface may have irregularities 47 as in the molded body 4b used for the parking lot floor structure 2b shown in FIG. With regard to the molded bodies adjacent to each other, the laid structure is stabilized by causing the molded bodies to come into surface contact with the concave portions of one molded body so that the convex portions of the other molded body adjacent to the molded body are bitten. The effect of preventing the movement of the block by the tire is further enhanced even when the steering wheel is ground.

本発明のまたさらに他の態様においては、図7に示すように、成形体4cが複数個の要素基体(例えば、要素基体5a、要素基体5b、要素基体5c、)を組み合わせてなるものであってもよい。   In still another embodiment of the present invention, as shown in FIG. 7, the molded body 4c is a combination of a plurality of element substrates (for example, element substrate 5a, element substrate 5b, element substrate 5c). May be.

成形体が複数個の要素基体を組合されてなる場合、その複数個の要素基体のなかに、互いに形状が異なるものあるいは互いに形状が同じものが含まれていてもよい。   When the molded body is formed by combining a plurality of element substrates, the plurality of element substrates may include ones having different shapes or the same shape.

本発明の駐車場床構造のこれらの構成においては、成形体が、隣りあった成形体同士が隙間無く配置されるように、床面に敷設されているので、敷設面の上を車が頻繁に往行してもブロックが水平方向に移動することがほとんどない。また、停車時のハンドル操作によるタイヤの鉛直方向を軸とする回転による力がそのタイヤを支える成形体に作用しても、その成形体がその力で水平面内で回転し移動するということがほとんどない。   In these configurations of the parking lot floor structure of the present invention, the molded body is laid on the floor surface so that the adjacent molded bodies are arranged without gaps, so that a vehicle is frequently placed on the laid surface. The block hardly moves in the horizontal direction even when going to the station. In addition, even when a force caused by rotation about the vertical direction of the tire by the steering wheel operation when stopping is applied to the molded body that supports the tire, the molded body rotates and moves in a horizontal plane with the force. Absent.

貫通孔8や孔空間36の開口のサイズは、駐車する自動車のタイヤの接地部全体が開口周縁に囲まれた領域の内側に収まるサイズ未満のサイズでなければならない。好ましくは、縱横とも5〜15cmである。この開口のサイズがこの範囲を超えて小さくなると緑化という目的に対しては不十分であり、この開口のサイズがこの範囲を超えて大きくなると培土18に植生された植物が駐車時にタイヤにかかる荷重全体をほぼ受けることになり、植物がタイヤに踏み潰されて育ちにくい。また、植物がタイヤに踏み潰されて育ちにくい点を回避するためには、この開口の形状は一方の幅が15cm以下で、この幅方向と直交する方向の幅(他方の幅)が一方の幅より大きい帯形状であってもよい。この場合、その一方の幅は5cm以上であることが緑化という目的に対して好ましい。ただし、この場合、他方の幅は100cm以下であることが好ましい。他方の幅がこの範囲を超えて大きくなると成形体のサイズが大きくなり製造や施工の操作がやりにくくなる。また、成形体の壁が長くなって成形体が曲げの力により破壊されやすくなる。   The size of the opening of the through-hole 8 or the hole space 36 must be smaller than the size that fits inside the area surrounded by the periphery of the opening. Preferably, it is 5 to 15 cm on both sides of the heel. If the size of this opening is smaller than this range, it is insufficient for the purpose of greening. If the size of this opening is larger than this range, the load applied to the tire by the plant vegetated on the soil 18 when parked The plant will be almost received, and the plant will be crushed by the tires, making it difficult to grow. Moreover, in order to avoid the point that plants are difficult to grow by being crushed by a tire, the shape of this opening is 15 cm or less in width, and the width in the direction perpendicular to the width direction (the other width) is one of the widths. A band shape larger than the width may be used. In this case, one of the widths is preferably 5 cm or more for the purpose of greening. In this case, however, the other width is preferably 100 cm or less. If the width of the other side exceeds this range, the size of the molded body increases, making it difficult to perform manufacturing and construction operations. Further, the wall of the molded body becomes long and the molded body is easily broken by the bending force.

成形体(成形体4、成形体4a、成形体4b、成形体4cなど)は保水性を有する素材からなることが培土18への持続的な水分補給の効果があり、植物の育成のうえで好ましい。とくには、コンクリートを破砕・粉砕して得られるコンクリートの粉砕物である再生砂を50重量%以上含む骨材がセメントで結合されてなる成形体であることが培土18への持続的な水分補給の効果と成形体の強度を確保するうえで好ましい。   The molded body (molded body 4, molded body 4a, molded body 4b, molded body 4c, etc.) is made of a material having water retention properties, which has an effect of continuous water supply to the culture soil 18; preferable. In particular, the soil 18 is continuously replenished with a molded body in which aggregates containing 50% by weight or more of recycled sand, which is a pulverized concrete obtained by crushing and pulverizing concrete, are combined with cement. It is preferable when ensuring the effect of this and the intensity | strength of a molded object.

再生砂には硬化したモルタル成分が大略20重量%ほど含まれており、このモルタル成分は気泡を含有しており、これにより、再生砂の粒子が多孔質となっているので、再生砂の粒子をセメントで結着して成形してなる成形体は保水性に優れ、本発明の好適に用いられる。   Recycled sand contains approximately 20% by weight of a hardened mortar component, and this mortar component contains bubbles, which makes the particles of regenerated sand porous. A molded body formed by binding a cement with cement is excellent in water retention and is preferably used in the present invention.

再生砂の粒子径はふるい目の開き5mmアンダーであることが好ましい。なお、再生砂の製造においては、この成形前にコンクリートの粉砕物を水洗して粉砕物中のアルカリ成分を除去することが好ましい。   The particle size of the reclaimed sand is preferably 5 mm under the sieve opening. In the production of reclaimed sand, it is preferable to wash the concrete pulverized product with water before forming to remove the alkali component in the pulverized product.

成形体の製造においては、骨材として再生砂100重量部に対して5〜50重量部の汚泥固化体の粉砕物が加えられて用いられることが、成形体の保水性を高め培土18への持続的な水分補給をするうえでさらに好ましい。この汚泥固化体は建設汚泥を固化剤及び混和剤を添加混合して硬化させたのち解砕したものである。建設汚泥とは、廃ベントナイト泥水、泥水シールド工法などで生じる廃泥水、地下鉄工事等において掘削される含水率が高く粒子の微細な泥状の掘削土等である。   In the production of the molded body, it is possible to increase the water retention of the molded body to the culture soil 18 by adding 5 to 50 parts by weight of the sludge solidified body to 100 parts by weight of recycled sand as an aggregate. It is further preferable for continuous hydration. This sludge solidified body is obtained by pulverizing construction sludge after adding and mixing a solidifying agent and an admixture. Construction sludge is waste bentonite mud, waste mud produced by the mud shield method, etc., high moisture content excavated in subway construction, etc., and mud excavated soil with fine particles.

汚泥固化体の粉砕物の添加量がこの範囲を超えて小さくなると成形体の保水性をこの添加によりさらに高める効果がほとんど得られない。汚泥固化体の粉砕物の添加量がこの範囲を超えて大きくなると成形体の強度が本発明の駐車場床構造における舗装面に敷設する敷設物としては不十分となる。   If the added amount of the sludge solidified product is smaller than this range, the effect of further increasing the water retention of the molded product is hardly obtained. When the added amount of the sludge solidified product exceeds this range, the strength of the molded product becomes insufficient as a laid product laid on the paved surface in the parking lot floor structure of the present invention.

この汚泥固化体は脱水した建設汚泥を、セメントを主成分とする固化剤、水溶性ポリマーないしは油性エマルジョン型ポリマーの薬剤からなる分散剤、結合剤等の混和剤を混合して混合土となし、この混合土を圧力下で脱余剰水および脱気泡を行って塊体を形成し、塊体を養生後に解砕して得られるものであり、例えば、特許第001813号公報に記載の方法により製造することができる。   This sludge solidified body is a mixed soil obtained by mixing dehydrated construction sludge with a cement-based solidifying agent, a dispersant composed of a water-soluble polymer or oil-based emulsion polymer agent, an admixture such as a binder, This mixed soil is obtained by removing excess water and degassing under pressure to form a lump, and crushing the lump after curing, for example, produced by the method described in Japanese Patent No. 001813 can do.

また、本発明においては、貫通孔8あるいは孔空間36に充填する培土18も透水性と保水性に優れることが好ましい。
この培土としては、
まさ土、サバ土から選択される1種以上の土 25〜40容量%
パーライト 15〜40容量%
堆肥性肥料 25〜45容量%
ぼら土、鹿沼土から選択される1種以上の土 10〜25容量%
を含んでなる培土−1、
まさ土、サバ土から選択される1種以上の土 25〜40容量%
パーライト 30〜45容量%
堆肥性肥料 25〜45容量%
を含んでなる培土−2、
から選択される基本培土と、
この基本培土1000リットルに対して0.5〜30kgの肥料とからなる用土を主成分とし、
この堆肥性肥料が、針葉樹の樹皮から得られるバーク堆肥、樹木の葉から得られる堆肥と粒子状の木に粘土をまぶして焼成したセラミック・炭複合物との混合物、から選択され、
前記肥料が、化学肥料、天然物由来肥料から選択されたものであることが、透水性と保水性を兼ね備え、培土18に植生された植物の育成のうえで好ましい。
In the present invention, it is preferable that the soil 18 filled in the through holes 8 or the hole spaces 36 is also excellent in water permeability and water retention.
As this culture,
One or more types of soil selected from Masa soil and mackerel soil 25-40% by volume
Perlite 15-40% by volume
Compostable fertilizer 25-45% by volume
10-25% by volume of one or more soils selected from borado and kanuma soil
Culturing soil-1 comprising
One or more types of soil selected from Masa soil and mackerel soil 25-40% by volume
Perlite 30-45% by volume
Compostable fertilizer 25-45% by volume
Culturing soil-2 comprising,
Basic culture selected from
The main soil consists of 0.5 to 30 kg fertilizer for 1000 liters of this basic soil.
This compostable fertilizer is selected from bark compost obtained from the bark of conifers, a mixture of compost obtained from the leaves of the tree and ceramic and charcoal composites obtained by sprinkling clay on particulate trees,
It is preferable that the fertilizer is selected from chemical fertilizers and natural product-derived fertilizers in combination with water permeability and water retention, and for the growth of plants vegetated on the soil 18.

さらに、本発明において用いられる培土18としては
まさ土、サバ土から選択される1種以上の土 30〜50容量%
パーライト 10〜20容量%
樹木の葉から得られる堆肥30〜40容量%
粒子状の木に粘土をまぶして焼成したセラミック・炭複合物 1〜5容量%
炭粉 5〜10容量%
遅効性有機肥料 0.1〜1容量%
からなる用土を主成分とするものであることが、培土18に植生された植物の根付きと育成のうえで最も好ましい。
遅効性有機肥料は、マグカリン(商品名)などの、有機物由来の肥料の粒子を土中の物質により分解あるいは溶解される樹脂被膜で被覆した肥料である。
Furthermore, as the culture soil 18 used in the present invention,
30-50% by volume of one or more types of soil selected from Masa soil and mackerel soil
Perlite 10-20% by volume
Compost 30-40% by volume obtained from leaves of trees
1-5% by volume of ceramic and charcoal composites fired by sprinkling clay on particulate wood
Charcoal powder 5-10% by volume
Slow-acting organic fertilizer 0.1-1% by volume
It is most preferable to have a soil composed of the following material as a main component in terms of rooting and growing of the plant vegetated on the soil 18.
The slow-acting organic fertilizer is a fertilizer in which particles of an organic matter-derived fertilizer such as magcalin (trade name) are coated with a resin coating that is decomposed or dissolved by a substance in the soil.

また、このような配合の培土は、比重が0.7〜1.3と小さく、駐車場床構造を軽量化することができ、本発明の駐車場床構造が建造物の屋上に設置される場合は、このような配合の培土を用いることがとくに好ましい。   In addition, the soil having such a composition has a small specific gravity of 0.7 to 1.3, can reduce the weight of the parking floor structure, and the parking floor structure of the present invention is installed on the roof of a building. In this case, it is particularly preferable to use a culture medium having such a composition.

天然物由来肥料としては、カキガラ、ミネラル成分、有機カリ、ゼオライト、魚粉、貝化石などの天然物や天然物由来の成分を含有するものや有機肥料成分を含有するものから選択される複数種が配合されたものであることが好ましい。   As a natural product-derived fertilizer, there are a plurality of types selected from those containing natural products such as oysters, mineral components, organic potash, zeolite, fish meal, shell fossils, and those containing organic fertilizer components. It is preferable that they are blended.

本発明の駐車場床構造において、培土18に植生する低木草類の植物としてはとくに限定されないが、例えば、タマリュウ、シバ、コーライシバ、ノシバ、改良ノシバなどが好適に用いられる。   In the parking lot floor structure of the present invention, the plant of shrub grass planted on the cultivation soil 18 is not particularly limited, but for example, Tamariu, Shiba, Korai Shiba, Noshiba, improved Noshiba and the like are preferably used.

また、本発明の駐車場床構造においては、エンジンからの熱によって駐車時のエンジン直下に当たる領域の植物が枯れやすい傾向にある。この対策としてその領域の部分の培土に水を頻繁に供給し、その水による水冷効果やその水の蒸発による冷却効果によりその領域の部分の培土及び植物の温度の上昇を防ぐことが有効である。このためには、培土に給水する給水手段がブロック層の下側に設けられることが好ましい。給水手段がブロック層の下側に設けられることにより、ブロック層を構成する本発明に用いる成形体を常時保水状態に維持することが効率的になされ、植物の枯れを確実に防止できる。   Moreover, in the parking lot floor structure of this invention, it exists in the tendency for the plant of the area | region which hits directly under the engine at the time of parking to wither with the heat from an engine. As countermeasures, it is effective to supply water frequently to the soil in the area and prevent the temperature of the soil and plant in the area from rising due to the water cooling effect of the water and the cooling effect of the water evaporation. . For this purpose, it is preferable that water supply means for supplying water to the soil is provided below the block layer. By providing the water supply means on the lower side of the block layer, it is possible to efficiently maintain the molded body used in the present invention constituting the block layer in a constantly water-retaining state, and it is possible to reliably prevent the plant from withering.

図8にこの給水手段の一例を示す。図8において、駐車場床構造2の透水層16に水平方向に延出する潅水用パイプ60が埋設されている。潅水用パイプ60は樹脂あるいは金属製のパイプであることが好ましく、壁面に図9(a)に示すような水を排出するための孔62が形成されている。あるいは、図9(b)に示すように、孔62に、元圧にかかわらず孔62からの吐出流量を一定にする流量制御弁63が取り付けられていることが好ましい。孔62は潅水用パイプ60の長手方向に沿った所定の間隔で設けられている。潅水用パイプ60としては、例えば、住化農業資材社製:商品名スミラムなどが好適に用いられる。   FIG. 8 shows an example of this water supply means. In FIG. 8, a irrigation pipe 60 extending in the horizontal direction is embedded in the water permeable layer 16 of the parking lot floor structure 2. The irrigation pipe 60 is preferably a resin or metal pipe, and a hole 62 for discharging water as shown in FIG. Or as shown in FIG.9 (b), it is preferable to attach the flow control valve 63 which makes the discharge flow volume from the hole 62 constant irrespective of the original pressure, as shown in FIG.9 (b). The holes 62 are provided at predetermined intervals along the longitudinal direction of the irrigation pipe 60. As the irrigation pipe 60, for example, Sumika Agricultural Materials Co., Ltd .: trade name Sumiram is preferably used.

図10に潅水用パイプ60の敷設の態様を示す。潅水用パイプ60は各台ごとの駐車域64に、駐車状態の車65の幅方向に関する中央部の位置に駐車状態の車の前後方向に延出して敷設される。符号67は各台ごとの駐車域64の境界である。
ブロック層6の潅水用パイプ60の上方に当たる領域は、エンジンからの熱によって駐車時に温度が上昇する領域である。駐車域64ごとに配された潅水用パイプ60はそれぞれ共通のメイン給水管66から枝分かれするようにメイン給水管66に接続される。
FIG. 10 shows how the irrigation pipe 60 is laid. The irrigation pipe 60 is laid in the parking area 64 of each vehicle so as to extend in the front-rear direction of the parked car at a central position in the width direction of the parked car 65. Reference numeral 67 denotes a boundary of the parking area 64 for each vehicle.
The area corresponding to the upper part of the irrigation pipe 60 of the block layer 6 is an area where the temperature rises during parking due to heat from the engine. The irrigation pipes 60 arranged for each parking area 64 are connected to the main water supply pipe 66 so as to branch from the common main water supply pipe 66.

図11に、圧力水源70から開閉弁72やメイン給水管66を介して潅水用パイプ60に通水する通水経路を示す。メイン給水管66に設置された開閉弁72の開閉はタイマーを内蔵した弁制御回路置74により制御され、所定の時間帯に開状態となるように制御される。図8〜図11に示す態様においては、潅水用パイプ60、メイン給水管66、圧力水源70、開閉弁72、弁制御回路74で給水手段80が構成される。メイン給水管66には給水ポンプから水が供給されてもよい。   FIG. 11 shows a water flow path for passing water from the pressure water source 70 to the irrigation pipe 60 via the on-off valve 72 and the main water supply pipe 66. Opening and closing of the on-off valve 72 installed in the main water supply pipe 66 is controlled by a valve control circuit device 74 incorporating a timer, and is controlled to be in an open state at a predetermined time zone. In the modes shown in FIGS. 8 to 11, the water supply means 80 is constituted by the irrigation pipe 60, the main water supply pipe 66, the pressure water source 70, the on-off valve 72, and the valve control circuit 74. Water may be supplied to the main water supply pipe 66 from a water supply pump.

図2に示す構成の駐車場床構造を、成形体、培土、透水層、石塊状物の層の材質の種類を変えた表1に示すケースにつき製作し商店の屋外駐車場に設置した。 A parking lot floor structure having the structure shown in FIG. 2 was produced for each case shown in Table 1 in which the types of materials of the molded body, the soil, the water permeable layer, and the stone block were changed and installed in the outdoor parking lot of the store.

Figure 0004541337
Figure 0004541337

成形体
図1に示す形状のものを用いた。成形体の寸法(cm)は、a=10、b1=b2=35、c=5、d1=d2=10である。

A:コンクリート砂利(C−25)70重量%、セメント成分29重量%混和剤1重量%の素材からなる(曲げ強度4.7MPa、吸水率2.0%)
B:再生砂(粒径:5mmアンダー)95重量部、セメント25重量部、砕石20重量部、水10重量部、混和剤1重量部からなる固形物前駆体を固化させてなる成形体。(曲げ強度4.5MPa、吸水率10.3%)
C:再生砂(粒径:6mmアンダー)50重量部、汚泥固化体を解砕した砕石状物(大幸工業株式会社製 商品名;ポリナイト;C−6(粒径:6mmアンダー))20重量部、セメント重量部、混和剤1重量部と、このセメントに対して30重量%の水からなる固形物前駆体を固化させてなる成形体。(曲げ強度4.0MPa、吸水率26.7%)

培土
1:山砂
2: まさ土30容量%
パーライト 20容量%
針葉樹の樹皮から得られるバーク堆肥 30容量%
ぼら土20容量%
からなる基本培土1000リットルに対して3kgの配合比で化学肥料を混合したもの
3: まさ土20容量%、サバ土20容量%
パーライト 25容量%
樹木の葉から得られる堆肥と粒子状の木に粘土をまぶして焼成したセラミック・炭複合物とを1:1の容量比で混合したもの 25容量%
汚泥固化体を解砕した砕石状物(大幸工業株式会社製 商品名;ポリナイト;C−6)10容量%
からなる基本培土1000リットルに対して5kgの配合比で天然物由来肥料を混合したもの。
(天然物由来肥料の配合(重量%);カキガラ:50%、ミネラル分(商品名:長寿)5%、有機加里ペレット5%、ゼオライト15%、魚粕(商品名:ベテラン)、5%、ランドパック5%、グアノ5%、貝化石10%)
4.まさ土 40容量%
パーライト 15容量%
樹木の葉から得られる堆肥35容量%
粒子状の木に粘土をまぶして焼成したセラミック・炭複合物 3容量%
炭粉 6.7容量%
遅効性有機肥料(商品名マグカリン) 0.3容量%

透水層(厚さ20mm)
イ.山砂
ロ.山砂50重量%、汚泥固化体を解砕した砕石状物(大幸工業株式会社製 商品名;ポリナイト;C−6)50重量%、
ハ,汚泥固化体を解砕した砕石状物(大幸工業株式会社製 商品名;ポリナイト;C−20)

石塊状物の層(厚さ80mm)
a.:砕石(C−40)
b.:汚泥固化体を解砕した砕石状物(大幸工業株式会社製 商品名;ポリナイト;C−20)
Molded body The one shown in FIG. 1 was used. The dimensions (cm) of the molded body are a = 10, b1 = b2 = 35, c = 5, d1 = d2 = 10.

A: Made of 70% by weight of concrete gravel (C-25), 29% by weight of cement component and 1% by weight of admixture (bending strength 4.7MPa, water absorption 2.0%)
B: A molded body obtained by solidifying a solid precursor composed of 95 parts by weight of recycled sand (particle size: 5 mm under), 25 parts by weight of cement, 20 parts by weight of crushed stone, 10 parts by weight of water, and 1 part by weight of an admixture. (Bending strength: 4.5 MPa, water absorption: 10.3%)
C: Recycled sand (particle size: 6 mm under) 50 parts by weight, crushed stone-like material obtained by pulverizing sludge solidified (trade name: Polynite; C-6 (particle size: 6 mm under) manufactured by Daiko Kogyo Co., Ltd.) 20 parts by weight A molded product obtained by solidifying a solid part precursor composed of 1 part by weight of cement, 1 part by weight of admixture and 30% by weight of water with respect to the cement. (Bending strength: 4.0 MPa, water absorption: 26.7%)

Culture 1: Mountain sand 2: Masa soil 30% by volume
Perlite 20% by volume
30% by volume of bark compost from conifer bark
Weat Earth 20%
Mixing chemical fertilizer in a mixing ratio of 3 kg to 1000 liters of basic soil consisting of 3: 20% by volume of masa soil, 20% by volume of mackerel
Perlite 25% by volume
A mixture of compost obtained from the leaves of a tree and a ceramic / charcoal composite that has been baked by applying clay to a particulate tree in a volume ratio of 1: 1 25% by volume
10% by volume of crushed stone obtained by crushing solidified sludge (trade name; Polynite; C-6, manufactured by Daiko Kogyo Co., Ltd.)
A natural product-derived fertilizer mixed in a mixing ratio of 5 kg per 1000 liters of basic soil.
(Composition of natural product-derived fertilizer (% by weight); oysters: 50%, mineral content (product name: longevity) 5%, organic potassium pellets 5%, zeolite 15%, fish cake (product name: veteran), 5%, (Landpack 5%, Guano 5%, Shell fossil 10%)
4). Masa soil 40%
Perlite 15% by volume
35% by volume of compost obtained from leaves of trees
Ceramic / charcoal composite 3%
Charcoal powder 6.7% by volume
Slow-acting organic fertilizer (trade name Magcarin) 0.3% by volume

Water permeable layer (thickness 20mm)
I. Mountain sand b. 50% by weight of mountain sand, 50% by weight of a crushed stone product obtained by pulverizing sludge solidified (trade name; Polynite; C-6, manufactured by Daiko Kogyo Co., Ltd.)
C, Crushed stones obtained by crushing sludge solidified (trade name; Polynite; C-20, manufactured by Daiko Kogyo Co., Ltd.)

Stone block (thickness 80mm)
a. : Crushed stone (C-40)
b. : Crushed stone obtained by crushing sludge solidified product (trade name; Polynite; C-20, manufactured by Daiko Kogyo Co., Ltd.)

表1に示す各実施例、参考例1のケースにつき、培土にはタマリュウを植生し、半年間の育成状況を観察した。育成時、1週間ごとに水やりを行った。表1にタマリュウの育成状況を示す。

For each case shown in Table 1 and Reference Example 1 , Tamariu was vegetated on the cultivated soil, and the growth situation for half a year was observed. At the time of training, watering was performed every week. Table 1 shows the development status of Tamariu.

その他、本発明は、主旨を逸脱しない範囲で当業者の知識に基づき種々なる改良、修正、変更を加えた態様で実施できるものである。   In addition, the present invention can be carried out in a mode in which various improvements, modifications, and changes are added based on the knowledge of those skilled in the art without departing from the spirit of the present invention.

本発明の駐車場床構造に用いられる成形体の形状の一例を示す斜視図である。It is a perspective view which shows an example of the shape of the molded object used for the parking lot floor structure of this invention. 本発明の駐車場床構造の構成を示し、図2(a)は上面図、図2(b)は断面模式図、図2(c)は、図2(b)と異なる態様の断面模式図である。FIG. 2 (a) is a top view, FIG. 2 (b) is a schematic cross-sectional view, and FIG. 2 (c) is a schematic cross-sectional view of an aspect different from FIG. 2 (b). It is. 本発明の駐車場床構造の他の態様の一例を示す上面図である。It is a top view which shows an example of the other aspect of the parking lot floor structure of this invention. 本発明の駐車場床構造のさらに他の態様の一例を示す上面図である。It is a top view which shows an example of the further another aspect of the parking lot floor structure of this invention. 本発明の駐車場床構造に用いられる成形体の形状のさらに他の一例を示す斜視図である。It is a perspective view which shows another example of the shape of the molded object used for the parking lot floor structure of this invention. 本発明の駐車場床構造の他の態様の他の一例を示す上面図である。It is a top view which shows another example of the other aspect of the parking lot floor structure of this invention. 本発明の駐車場床構造に用いられる成形体の形状の他の一例を示す上面図である。It is a top view which shows another example of the shape of the molded object used for the parking lot floor structure of this invention. 本発明の駐車場床構造に用いられる給水手段における潅水用パイプの設置状態を示す断面模式図である。It is a cross-sectional schematic diagram which shows the installation state of the pipe for irrigation in the water supply means used for the parking lot floor structure of this invention. 潅水用パイプの断面図である。It is sectional drawing of the pipe for irrigation. 潅水用パイプの敷設の態様を示す上面模式図である。It is an upper surface schematic diagram which shows the aspect of laying the pipe for irrigation. 本発明の駐車場床構造に用いられる給水手段における通水経路を示す説明図である。It is explanatory drawing which shows the water flow path in the water supply means used for the parking lot floor structure of this invention.

符号の説明Explanation of symbols

2、2a、2b:駐車場床構造
4、4a、4b、4c:成形体
5a、5b、5c:要素基体
8:貫通孔
14:基盤
16:透水層
18:培土
20:植物
30:溝
36:孔空間
40:石塊状物の層
42:石塊状物
80:給水手段
2, 2a, 2b: Parking lot floor structure 4, 4a, 4b, 4c: Molded bodies 5a, 5b, 5c: Element base 8: Through hole 14: Base 16: Water-permeable layer 18: Culture soil 20: Plant 30: Groove 36: Hole space 40: Stone block layer 42: Stone block 80: Water supply means

Claims (4)

透水層と、該透水層の上面に積層されたブロック層とを含み、該ブロック層が、上下に貫通する貫通孔が形成された成形体からなるブロックを含むブロック群が敷き詰められてなり、前記貫通孔に植物が植生されることとなる培土が充填され、植生された植物が駐車時のエンジン直下に当たる領域でエンジンからの熱を受ける駐車場床構造であり、
前記植物がタマリュウであり、
前記成形体が、コンクリートを破砕・粉砕して得られるコンクリートの粉砕物である再生砂を50重量%以上含む骨材がセメントで結合されてなり、
前記透水層の下側に石塊状物の集合体を主体とする層が敷設され、該石塊状物が、建設汚泥を固化剤及び混和剤を添加混合して硬化させたさせたのち解砕した汚泥固化体を含んでなり、
前記透水層が汚泥固化体を解砕した砕石状物を含んでなり、
前記培土が
まさ土、サバ土から選択される1種以上の土 30〜50容量%
パーライト 10〜20容量%
樹木の葉から得られる堆肥30〜40容量%
粒子状の木に粘土をまぶして焼成したセラミック・炭複合物 1〜5容量%
炭粉 5〜10容量%
遅効性有機肥料 0.1〜1容量%
を含んでなる
駐車場床構造。
A block group including a water permeable layer and a block layer laminated on the upper surface of the water permeable layer, the block layer including a block made of a molded body in which a through-hole penetrating vertically is formed, It is a parking lot floor structure where the through-hole is filled with culture soil where plants will be vegetated, and the vegetated plants receive heat from the engine in the area where the plant hits directly under the engine at the time of parking,
The plant is tamariu,
An aggregate containing 50% by weight or more of recycled sand, which is a pulverized concrete obtained by crushing and pulverizing concrete, is formed by cementing the aggregate with cement.
A layer mainly composed of aggregates of stone blocks is laid on the lower side of the water-permeable layer, and the stone blocks were crushed after the construction sludge was hardened by adding a solidifying agent and an admixture. Comprising sludge solidified body,
The water permeable layer comprises a crushed stone-like material obtained by crushing sludge solidified body,
30-50% by volume of one or more soils selected from masa soil and mackerel soil
Perlite 10-20% by volume
Compost 30-40% by volume obtained from leaves of trees
1-5% by volume of ceramic and charcoal composites fired by sprinkling clay on particulate wood
Charcoal powder 5-10% by volume
Slow-acting organic fertilizer 0.1-1% by volume
Parking lot floor structure comprising.
透水層と、該透水層の上面に積層されたブロック層とを含み、該ブロック層が、上下方向の溝が形成された成形体からなるブロックを含むブロック群が敷き詰められてなり、前記成形体の該溝の内壁面と、該成形体に隣接のブロックの外壁面とで囲まれた空間に植物が植生されることとなる培土が充填され、植生された植物が駐車時のエンジン直下に当たる領域でエンジンからの熱を受ける駐車場床構造であり、
前記植物がタマリュウであり、
前記成形体が、コンクリートを破砕・粉砕して得られるコンクリートの粉砕物である再生砂を50重量%以上含む骨材がセメントで結合されてなり、
前記透水層の下側に石塊状物の集合体を主体とする層が敷設され、該石塊状物が、建設汚泥を固化剤及び混和剤を添加混合して硬化させたさせたのち解砕した汚泥固化体を含んでなり、
前記透水層が汚泥固化体を解砕した砕石状物を含んでなり、
前記培土が
まさ土、サバ土から選択される1種以上の土 30〜50容量%
パーライト 10〜20容量%
樹木の葉から得られる堆肥30〜40容量%
粒子状の木に粘土をまぶして焼成したセラミック・炭複合物 1〜5容量%
炭粉 5〜10容量%
遅効性有機肥料 0.1〜1容量%
を含んでなる
駐車場床構造。
A block group including a water permeable layer and a block layer laminated on an upper surface of the water permeable layer, the block layer including blocks formed of a molded body in which vertical grooves are formed; A region in which a plant soil is to be planted in a space surrounded by an inner wall surface of the groove and an outer wall surface of a block adjacent to the molded body, and the planted plant hits directly under the engine at the time of parking It is a parking lot floor structure that receives heat from the engine at
The plant is tamariu,
An aggregate containing 50% by weight or more of recycled sand, which is a pulverized concrete obtained by crushing and pulverizing concrete, is formed by cementing the aggregate with cement.
A layer mainly composed of aggregates of stone blocks is laid on the lower side of the water permeable layer, and the stone blocks were crushed after the construction sludge was hardened by adding a solidifying agent and an admixture. Comprising sludge solidified body,
The water permeable layer comprises a crushed stone-like material obtained by crushing sludge solidified body,
30-50% by volume of one or more soils selected from masa soil and mackerel soil
Perlite 10-20% by volume
Compost 30-40% by volume obtained from leaves of trees
1-5% by volume of ceramic and charcoal composites fired by sprinkling clay on particulate wood
Charcoal powder 5-10% by volume
Slow-acting organic fertilizer 0.1-1% by volume
Parking lot floor structure comprising.
前記成形体が複数の要素基体を組み合わせてなる請求項1または2に記載の駐車場床構造。 The parking lot floor structure according to claim 1 or 2 , wherein the molded body is a combination of a plurality of element bases. 前記培土に給水する給水手段が前記ブロック層の下側に設けられた請求項1からのいずれか1項に記載の駐車場床構造。 The parking lot floor structure according to any one of claims 1 to 3 , wherein water supply means for supplying water to the cultivation soil is provided below the block layer.
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JP2009235690A (en) * 2008-03-26 2009-10-15 Tateyama Concrete Kk Vegetation pavement block and vegetation pavement structure
JP2010281080A (en) * 2009-06-03 2010-12-16 Mitsubishi Plastics Inc Pavement structure
JP2011211914A (en) * 2010-03-31 2011-10-27 Yahagi Ryokka Kk Planting structure with watering function
CH713589B1 (en) * 2017-03-20 2019-09-13 Stadtgaertnerei Basel Stadt Soil substrate and use of a soil substrate.

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JPH1034191A (en) * 1996-07-26 1998-02-10 Osaka Bentonaito Jigiyou Kyodo Kumiai Cycling of building sludge
JPH1059756A (en) * 1996-08-12 1998-03-03 Oozora Recycle Center:Kk Water permeation rate and water retention value control material formed by using recycled aggregate and its production
JP2000120010A (en) * 1998-10-15 2000-04-25 Obayashi Road Corp Water permeable asphalt-pavement structure
JP2003079247A (en) * 2001-09-12 2003-03-18 Osaka Gas Co Ltd Rooftop-greening method utilizing symbiotic microorganism
JP2003206504A (en) * 2002-01-15 2003-07-25 Sumitomo Osaka Cement Co Ltd Water permeable concrete product for pavement and manufacturing method therefor
JP2006176387A (en) * 2004-12-24 2006-07-06 Fukui Keisuke Recyclable aggregate for interlocking block and method for manufacturing recyclable interlocking block as well as recyclable interlocking block
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JP2008082056A (en) * 2006-09-28 2008-04-10 Toshimasa Nakayama Pavement structure at parking lot

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JPH1059756A (en) * 1996-08-12 1998-03-03 Oozora Recycle Center:Kk Water permeation rate and water retention value control material formed by using recycled aggregate and its production
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