JPH02304102A - Water permeable sand paving formed by reinforced sand layer structure plate - Google Patents

Water permeable sand paving formed by reinforced sand layer structure plate

Info

Publication number
JPH02304102A
JPH02304102A JP12612389A JP12612389A JPH02304102A JP H02304102 A JPH02304102 A JP H02304102A JP 12612389 A JP12612389 A JP 12612389A JP 12612389 A JP12612389 A JP 12612389A JP H02304102 A JPH02304102 A JP H02304102A
Authority
JP
Japan
Prior art keywords
sand
mesh
pavement
structure plate
dimensional structure
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
JP12612389A
Other languages
Japanese (ja)
Other versions
JP2777821B2 (en
Inventor
Yonehiro Yamamoto
山本 米洋
Tooru Mihara
兌 三原
Takashi Inoue
隆 井上
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.)
TAISEI DORO KK
Original Assignee
TAISEI DORO KK
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 TAISEI DORO KK filed Critical TAISEI DORO KK
Priority to JP1126123A priority Critical patent/JP2777821B2/en
Publication of JPH02304102A publication Critical patent/JPH02304102A/en
Application granted granted Critical
Publication of JP2777821B2 publication Critical patent/JP2777821B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)

Abstract

PURPOSE:To make use of water permeability which is characteristic to sand, to improve the dynamic instability, and to widen the application range of sand by filling a network solid structure plate molded by fibrous synthetic resin with sand, and compacting the same. CONSTITUTION:A filter material 2 made of nonwoven fabric of synthetic resin is laid on a roadbed 1, and a network solid structure plate 3 which is formed by sticking or welding wrinkled or curled fire-resistant fibers of synthetic resin such as vinylidene chloride to each other is stacked thereon in such a manner that the lower and side surface portions thereof are wrapped up in the filter material 2. The plate 3 is then filled with dried sand 4, and, subjected to vibration compaction using a vibrator or the like to lay water permeable sand paving. Or a colored structure plate 3 is filled with sand 4 to such a degree that the surface layer portion is exposed, and color dressed and is sprayed and compacted by vibration to achieve color paving.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は強化砂層構造版からなる透水性砂舗装に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] This invention relates to a permeable sand pavement comprising a reinforced sand layer structure plate.

特に公園の広場や歩道、海辺遊歩道、駐車場。Especially park plazas, sidewalks, seaside promenades, and parking lots.

あるいはプールサイト′の通路や休憩場、学校その他各
種スポーツ施設における屋内外運動場、コートさらには
ゴルフ場のティーグランドなど、弾力性と透水性を要求
される舗装に適し、しかも着色舗装として舗設できる強
化砂層構造版からなる透水性砂舗装に関するものである
It is also suitable for pavements that require elasticity and water permeability, such as walkways and rest areas at pool sites, indoor and outdoor playgrounds at schools and other sports facilities, courts, and golf course teeing grounds, and can be paved as colored pavement. This paper relates to permeable sand pavement consisting of sand layer structure.

〔従来の技術〕[Conventional technology]

従来、土木材料としての砂は、セメントコンクリートや
アスファルトコンクリートなどの細骨材として使用され
ているのが一般である。すなわちセメントコンクリート
やアスファルトコンクリートなどの複合材を構成する材
料の一つとして利用されている。もちろんこれ以外に単
味材として軟弱路床の改良工法における遮断層や盛土用
のサンドマット層などにも利用されているが、その主要
な利用分野はやはり前記セメントコンクリートなどの複
合材に利用されているのが現状である。
Conventionally, sand as a civil engineering material has generally been used as fine aggregate for cement concrete, asphalt concrete, and the like. In other words, it is used as one of the materials constituting composite materials such as cement concrete and asphalt concrete. Of course, it is also used as a single material in barrier layers in soft roadbed improvement methods and sand mat layers for embankments, but its main field of use is still in composite materials such as cement concrete. The current situation is that

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところで、前記複合材等に利用されている砂は、それ自
体はきわめて材質的に安定性を有し、とくに透水性にお
いては際立った特徴を備えている。
Incidentally, the sand used in the above-mentioned composite materials and the like has an extremely stable material property, and is particularly characterized by outstanding water permeability.

しかし通常の締固め施工機械によっては高密度化が困難
で、かつ強度的に弱いという欠点をもっている。すなわ
ち力学的に不安定であるという欠点をもっている。その
結果、現状における土木材料としての砂の利用は、前記
したように比較的限られたものとなっている。
However, it has the disadvantage that it is difficult to increase the density using ordinary compaction construction machines, and it is weak in strength. In other words, it has the disadvantage of being mechanically unstable. As a result, the current use of sand as a civil engineering material is relatively limited as described above.

この発明は、このような砂の利用拡大を狙ったもので、
砂のもつ土木材料としての特質、すなわち安定性と透水
性を利用するとともに、欠点である強度的な弱さ、力学
的不安定さを強化安定させ、新しい強化砂層構造版から
なる透水性砂舗装を提供することを目的とするものであ
る。
This invention aims to expand the use of sand,
This permeable sand pavement is made of a new reinforced sand layer structure that takes advantage of the characteristics of sand as a civil engineering material, namely its stability and permeability, while also strengthening and stabilizing its weaknesses in strength and mechanical instability. The purpose is to provide the following.

特に公園の広場や散歩道、海辺の遊歩道、駐車場、ある
いはプールサイドの通路や休憩場、学校その他各種スポ
ーツ施設における屋内外運動場。
In particular, park plazas and promenades, seaside promenades, parking lots, poolside walkways and rest areas, and indoor and outdoor playgrounds at schools and other sports facilities.

コートさらにはゴルフ場のティーグランドなどのような
路面として弾力性と透水性の機能を要求される舗装とし
て、またカラー舗装として舗設することのできる強化砂
層構造版からなる透水性砂舗装を提供することを狙った
ものである。
To provide a water-permeable sand pavement made of a reinforced sand layer structure plate that can be paved as a pavement requiring elasticity and water-permeability functions such as a court or a golf course teeing ground, or as a color pavement. This is what it aims to do.

〔課題を解決するための手段〕[Means to solve the problem]

前記目的を達成する手段として、本発明は、(1)  
フィルタ材としての合成繊維不織布の上に、ちじれや巻
きぐせをつげた難燃性の繊維状合成樹脂を互いに接着ま
たは溶着させて網目状立体構造版を成型し、この網目状
立体構造版を路盤上に敷設するとともに、砂を充填した
のち震動締固めした強化砂層構造版からなる透水性砂舗
装としたことにある。
As a means for achieving the above object, the present invention provides (1)
A mesh-like three-dimensional structure plate is formed by adhering or welding flame-retardant fibrous synthetic resin with wrinkles and curls to each other on a synthetic fiber non-woven fabric as a filter material. This is a permeable sand pavement consisting of a reinforced sand layer structure that is laid on the roadbed, filled with sand, and then compacted by vibration.

(2)また、前記路盤上に敷設した網目状立体構造版に
対する砂の充填量を減じ、網目状立体構造版の表層部が
露出された状態にある強化砂層構造版からなる透水性砂
舗装としたことにある。
(2) In addition, the amount of sand filled in the mesh three-dimensional structure slab laid on the roadbed is reduced, and the surface layer of the mesh three-dimensional structure slab is exposed. It's what I did.

(3)さらに、前記網目状立体構造版の表層部分を予め
染色した繊維状合成樹脂で成型するか、成型後の網目状
立体構造版の表層部分にカラー塗装を施し、しかるのち
カラー化粧を施した砂を充填して、震動締固めした強化
砂層構造版からなる透水性砂舗装としたことを特徴とす
るものである。
(3) Furthermore, either the surface layer of the mesh three-dimensional structure plate is molded with pre-dyed fibrous synthetic resin, or the surface layer of the mesh three-dimensional structure plate after molding is colored, and then colored makeup is applied. This is a permeable sand pavement consisting of a reinforced sand layer structure plate filled with sand and compacted by vibration.

〔作用〕[Effect]

本発明による透水性砂舗装は、前記説明したように、繊
維状合成樹脂をもって成型した網目状立体構造版に砂を
充填して締固めた舗装であるため、砂のもつ透水機能は
充分に確保され、砂の短所とされた強度的な弱さや、そ
れに基づく力学的な不安定さは、綱目状立体構造版によ
って補強され、しかも網目状立体構造版の表層部を露出
させた舗装とすれば、舗装としての弾力性も発揮される
As explained above, the permeable sand pavement according to the present invention is a pavement made by filling sand into a mesh three-dimensional structural plate molded with fibrous synthetic resin and compacting it, so the water permeability function of the sand is sufficiently ensured. However, the weakness of strength and the resulting mechanical instability, which were considered to be disadvantages of sand, can be reinforced by a mesh-like three-dimensional structure, and if the pavement is made with the surface layer of the mesh-like three-dimensional structure exposed. , it also exhibits elasticity as a pavement.

さらに網目状立体構造版を構成する繊維状合成樹脂およ
び充填する砂に、染色ないしカラー塗装などの手法によ
り着色を施しておけば、きわめてカラフルな透水性と弾
力性を備えたカラー舗装を得ることができる。
Furthermore, if the fibrous synthetic resin that makes up the mesh three-dimensional structure plate and the sand that is filled in are colored using methods such as dyeing or color painting, it is possible to obtain extremely colorful colored pavement with water permeability and elasticity. I can do it.

〔実施例〕〔Example〕

次に本発明を実施例を通して具体的に説明する。 Next, the present invention will be specifically explained through examples.

まず、本発明による網目状立体構造版からなる透水性砂
舗装は下記の主要材料をもって構成される。
First, the permeable sand pavement made of a mesh three-dimensional structure plate according to the present invention is constructed using the following main materials.

1) フィルタ材 これは次の2)で説明する綱目状立体構造版の下部や側
部を包み、網目状立体構造版に充填する中詰め砂の流出
を防止するとともに、網目状立体構造版の目地部として
機能させるためのものである。
1) Filter material This material covers the bottom and sides of the mesh three-dimensional structure plate, which will be explained in 2) below, and prevents the filler sand filled in the mesh three-dimensional structure plate from flowing out, and also protects the mesh three-dimensional structure plate. This is to function as a joint.

材質としては透水性の良い厚さ2〜5mm程度の合成繊
維の不織布をもって構成されている。
The material is a synthetic fiber non-woven fabric with good water permeability and a thickness of about 2 to 5 mm.

2) 網目状立体構造版 砂のもつ力学的不安定さを補強するもので、繊維状合成
樹脂や超強撚糸加工により、ちじれや巻きぐせをつけた
難燃性の繊維状合成樹脂を互いに接着または溶着させ版
状に成型したものである。
2) The mesh three-dimensional structure strengthens the mechanical instability of sand, and is made by bonding flame-retardant fibrous synthetic resin with wrinkles and curls to each other using fibrous synthetic resin and super-strong twist processing. It is glued or welded and molded into a plate shape.

この実施例において使用した網目状立体構造版の材質は
、塩化ビニリデン等の難燃性の繊維状合成樹脂で成型し
ている。なお、その繊維の太さは、舗装目的、すなわち
透水性1弾力性をどの程度にするかによって定めるもの
とし、開孔率は繊維の太さに関係なく98〜88%程度
に設定した。
The material of the mesh three-dimensional structure plate used in this example is molded from a flame-retardant fibrous synthetic resin such as vinylidene chloride. The thickness of the fibers was determined depending on the purpose of paving, that is, the degree of water permeability and elasticity, and the porosity was set at about 98 to 88% regardless of the thickness of the fibers.

また、後述するカラー舗装の効果を得る手段とし、この
実施例では前記繊維状合成樹脂の原料段階で染色したも
のを使用した。もちろん網目状立体構造版を成型後、そ
の表層部分にカラー塗装を施すことにより着色してもよ
い。
In addition, as a means to obtain the effect of color paving which will be described later, in this example, the fibrous synthetic resin was dyed at the raw material stage. Of course, after the mesh-like three-dimensional structure plate is molded, the surface layer portion thereof may be colored by color coating.

3)砂 前記網目状立体構造版に充填する砂としては、中詰め砂
として使用する砂と、カラー舗装の効果を得るための化
粧砂との二種類をそれぞれ使い分けることとした。
3) Sand Two types of sand were used to fill the mesh three-dimensional structure plate: sand to be used as filling sand and decorative sand to obtain the effect of colored pavement.

まず、中詰め砂としては、川砂、レイクサンド。First, as filler sand, use river sand or lake sand.

海砂、砂丘砂、火山砂利など天然骨材および珪砂。Natural aggregates such as sea sand, dune sand, volcanic gravel, and silica sand.

洗い砂、スラグなどの人工骨材からなる砂を用いること
とした。
We decided to use sand made from artificial aggregates such as washed sand and slag.

なお舗装の透水係数Kを10−3以上にするためには、
最大粒径が2mm以下で細粒分(シルト粘上分)が5%
前後の日本統一土質分類法による「きれいな砂〔S〕」
に分類される程度の粒度分布をもつ砂が適切である。
In order to make the permeability coefficient K of the pavement 10-3 or more,
The maximum particle size is 2 mm or less and the fine particle content (silt viscous content) is 5%.
"Beautiful sand [S]" according to the Japanese unified soil classification method before and after
Sand with a particle size distribution classified as .

ただし、透水性を前記透水係数により小さくして、10
−”〜10−4でも構わない場合は、最大粒径が2mm
以下で細粒分(シルト粘上分)が5%以上15%未満の
、日本統一土質分類法による「細粒分まじり砂(SF)
Jに分離される程度の粒度分布の砂を使用することとし
た。
However, the water permeability is reduced by the above water permeability coefficient, and 10
- If 10-4 is acceptable, the maximum particle size is 2mm.
The fine grain content (silt content) is 5% or more and less than 15%, which is classified as "fine grain mixed sand (SF)" according to the Japan Unified Soil Classification Method.
It was decided to use sand with a particle size distribution that could be separated into J.

次にカラー舗装とする場合の化粧砂としては、火山砂利
、輝緑岩1右灰石などの天然骨材および焼付は着色した
珪砂、あるいは顔料を含滲させたゼオライト カラーセ
ラミック、カーボランダム。
Next, as decorative sand for colored pavement, use natural aggregates such as volcanic gravel and diabase ash, and colored silica sand, zeolite impregnated with pigments, colored ceramics, and carborundum.

カラーガラスピーズ、カラープラスチックピースなど人
工骨材を用いることとした。
We decided to use artificial aggregates such as colored glass beads and colored plastic pieces.

なお化粧砂としての材質は、前記中詰め砂に準じるもの
を使用した。すなわち舗装の透水係数Kを10−’以上
にする場合は、最大粒径が2mm以下で細粒分(シルト
粘土分)が5%前後のいわゆる「きれいな砂〔S〕」に
分類される粒度分布のものを使用し、透水係数Kが10
−3〜10−4でも構わない場合は、最大粒径が2mm
以下で細粒分(シルト、粘土分)が5%以上15%未満
のいわゆる[細粒分まじり砂(SF)Jに分類される程
度の粒度分布の材質のものを使用した。
The material for the decorative sand used was the same as the filling sand described above. In other words, if the permeability coefficient K of the pavement is 10-' or more, the particle size distribution is classified as so-called "clean sand [S]" with a maximum particle size of 2 mm or less and a fine particle content (silt clay content) of around 5%. The water permeability coefficient K is 10.
If -3 to 10-4 is acceptable, the maximum particle size is 2 mm.
In the following, a material with a particle size distribution classified as so-called [fine-grain mixed sand (SF) J] with a fine-grain content (silt, clay content) of 5% or more and less than 15% was used.

なお、中詰め砂、化粧砂いずれも網目状立体構造版に対
する注入充填を容易にするため乾燥処理したものを使用
することとした。
In addition, it was decided to use dry-treated sand for both filling sand and decorative sand in order to facilitate injection and filling into the mesh three-dimensional structure plate.

(施工方法) 前記主要材料を使用して次の要領で舗設した。(Construction method) Paving was carried out using the above-mentioned main materials in the following manner.

(1)標準的な透水性砂舗装の場合(第1図参照)まず
舗設すべき路盤1上に、合成繊維不織布からなるフィル
タ2材を敷設し、その上に前記綱目状立体構造版3を積
層する。その際、前記フィルタ材2をもって網目状立体
構造版3の下部と側面部を包み込むようにし、側面部は
隣り合う網目状立体構造版3の目地部を形成させるよう
にする。
(1) In the case of standard permeable sand pavement (see Figure 1) First, a filter material 2 made of synthetic fiber non-woven fabric is laid on the roadbed 1 to be paved, and the rope-shaped three-dimensional structure plate 3 is placed on top of it. Stack. At this time, the filter material 2 is used to wrap the lower part and side portions of the mesh three-dimensional structure plates 3, and the side portions are made to form joints between adjacent mesh three-dimensional structure plates 3.

次に敷設積層した網目状立体構造版3に乾燥処理した中
詰め砂4を注入する。そして小型のパイブレーク−(ビ
ブロプレートや小型の震動ローラ)により軽く震動締固
めする。すると中詰め砂4ば、−網目状立体構造版3の
隅々にまで流れ込み、容易に、しかも短時間で充填され
る。そして充填された中詰め砂4は網目状立体構造版3
内部に細分割された状態で、均一かつ緊密に締固められ
、網目状立体構造版3と一体化され、いわゆる網目状立
体構造版3により補強された強化砂層構造版5からなる
透水性砂舗装が舗設される。
Next, dry filler sand 4 is injected into the laid and laminated mesh three-dimensional structure plate 3. Then, it is lightly vibrated compacted using a small pie break (vibro plate or small vibrating roller). Then, the filling sand 4 flows into every corner of the mesh three-dimensional structure plate 3 and is easily filled in a short time. The filled sand 4 is a mesh three-dimensional structure plate 3.
A permeable sand pavement consisting of a reinforced sand layer structure plate 5 which is internally subdivided, compacted uniformly and tightly, integrated with a mesh three-dimensional structure plate 3, and reinforced by the so-called mesh three-dimensional structure plate 3. will be established.

(2)カラー舗装した透水性砂舗装の場合(第2図参照
) カラー舗装として舗設する場合は、あらかじめ網目状立
体構造版3を形成する繊維状合成樹脂に染色加工ないし
、その他の手段により着色を施し、この着色したもので
構造版を成型するか、成型後表層部分にカラー塗装を施
したものを前記第1図の場合と同様にフィルタ材2の上
に積層するようにする。
(2) In the case of colored permeable sand pavement (see Figure 2) When paving as colored pavement, the fibrous synthetic resin that forms the mesh three-dimensional structure 3 is colored in advance by dyeing or other means. The colored material is then molded into a structural plate, or the surface layer after molding is colored and then laminated on top of the filter material 2 in the same manner as in the case of FIG. 1.

そして、積層した網目状立体構造版3に、まず中詰め砂
4を注入する。その際、その注入量を減じて、網目状立
体構造版3の表層部6が露出された状態にあるようにし
ておく。しかるのちその上に化粧砂4aを散布して前記
同様、小型のパイブレーク等により軽く震動締固めする
Then, filling sand 4 is first injected into the laminated mesh-like three-dimensional structure plate 3. At this time, the injection amount is reduced so that the surface layer 6 of the mesh three-dimensional structure plate 3 is exposed. After that, decorative sand 4a is sprinkled thereon, and as before, it is lightly compacted by vibrating using a small pie break or the like.

(3)弾力性を有する透水性砂舗装の場合(第3図参照
) 舗装に弾力性をもたせる場合は、震動締固め処理を施し
たのち、網目状立体構造版3の表層部6は露出されたま
まの舗装とする。すなわち砂の網目状立体構造版3に対
する充填率を滅じておく。
(3) In the case of permeable sand pavement with elasticity (see Figure 3) When imparting elasticity to the pavement, the surface layer 6 of the mesh three-dimensional structure plate 3 is exposed after being subjected to seismic compaction treatment. It will be paved as it is. In other words, the filling rate of the sand network three-dimensional structure plate 3 is reduced.

なお、第1図および第2図、第3図で示す7は地盤、8
は透水した水のドレーン、9はフィルタ層である。
In addition, 7 shown in Fig. 1, Fig. 2, and Fig. 3 is the ground, and 8
9 is a drain for permeated water, and 9 is a filter layer.

本発明は以上施工方法によって舗設された結果、網目状
立体構造版の格子間に、砂が均一かつ緊密に充填され締
固められ、いわゆる強化砂層構造版を形成することとな
り、砂粒子の移動は拘束され、舗装としての透水性を損
うことなく、強度的安定性を発揮することができる。さ
らに実験によると、乾燥、湿潤いずれの状態においても
、舗装としての透水性は確保され、その充填する砂粒度
の選択によっては、透水係数に≧I X 10−3の大
きな透水機能を維持することができた。
As a result of paving according to the above-mentioned construction method, the sand is uniformly and tightly packed and compacted between the lattices of the mesh three-dimensional structure plate, forming a so-called reinforced sand layer structure plate, and the movement of sand particles is prevented. It is restrained and can exhibit strength and stability without impairing the water permeability of the pavement. Furthermore, experiments have shown that the water permeability of pavement is ensured in both dry and wet conditions, and depending on the selection of sand grain size for filling, a large water permeability function with a permeability coefficient of ≧I x 10-3 can be maintained. was completed.

またCBR値(路床、路盤の支持力を示す指数)が20
〜30%の粒状材料相当の強固な支持力を保有し、かつ
安息角が乾燥状態でθ=50°、湿潤状態でθ−70°
と大きく、力学的にも安定した透水性砂舗装としての機
能を備えていることが判明した。
In addition, the CBR value (index indicating the bearing capacity of the roadbed and roadbed) is 20.
It has a strong supporting force equivalent to ~30% of granular material, and the angle of repose is θ=50° in dry state and θ-70° in wet state.
It was found that it has the function of a permeable sand pavement that is large and mechanically stable.

〔発明の効果〕〔Effect of the invention〕

1) 舗装材料としての効果 ■ 砂の短所を補強し、力学的な安定性を維持するため
の網目状立体構造版は、いわゆる繊維状合成樹脂をもっ
て成型されたものであるため、非常に軽量で、人力によ
る運搬、敷設が容易で、特別大型の施工機械を必要とせ
ず敷設することができる。
1) Effectiveness as a paving material ■ The mesh three-dimensional structure plate, which reinforces the shortcomings of sand and maintains mechanical stability, is extremely lightweight because it is molded using so-called fibrous synthetic resin. It is easy to transport and lay by hand, and can be laid without the need for particularly large construction machinery.

また複雑な現場形状にも、カッターナイフやハサミなど
を用い簡単に現場寸法合わせができ、いわゆるカッティ
ングと整形が迅速にできる。
In addition, even complex on-site shapes can be easily adjusted to on-site dimensions using a utility knife or scissors, allowing for quick cutting and shaping.

また、敷設面に起伏や勾配がある場合は、フィルタ材と
網目状立体構造版とを接着し、釘などで路盤ないし地面
に固定させることができるので、敷設面に対する適応性
が高い。さらに網目状立体構造版同志の継目の段差修正
も熱した金コテなどで簡単に修正することができる。
Furthermore, if the installation surface has undulations or slopes, the filter material and the mesh three-dimensional structure plate can be glued together and fixed to the roadbed or the ground with nails, so it is highly adaptable to the installation surface. Furthermore, the difference in level between the joints of the mesh three-dimensional structure plates can be easily corrected using a hot metal trowel.

■ 網目状立体構造版に対する着色性(塗装)が容易で
あるため、網目状立体構造版の現場合わせ仮組み後、そ
の網目状立体構造版を一旦舗設面から取り外し、設計者
の自由な意匠を満足させる塗装を施し、しかるのち敷設
することが可能である。
■ Since it is easy to color (paint) the mesh three-dimensional structure, after the mesh three-dimensional structure is temporarily assembled on-site, the mesh three-dimensional structure is removed from the paving surface and the designer can design freely. It is possible to apply a satisfactory coating and then install it.

すなわちきわめてカラフルな舗装を行うことができる。In other words, extremely colorful pavement can be created.

■ 中詰め砂は現地のローカル材料を活用でき、舗装コ
ストの軽減が可能である。
■ Local materials can be used for filling sand, reducing paving costs.

2)施工上の利点 ■ アスファルト舗装やコンクリート舗装に比較し、特
別の技能、経験を必要とせず、施工コストをきわめて低
廉におさえることができる。
2) Advantages in construction ■ Compared to asphalt pavement or concrete pavement, no special skills or experience are required, and construction costs can be kept extremely low.

■ 施工は、いわゆる置き敷き工法で、特別に大型の舗
装機材を必要としないので、敷設時間が短時間で済む。
■ Construction is done using the so-called laying method, which does not require any special large-scale paving equipment, so the laying time can be shortened.

しかも複雑な現場形状に対しては、前記したようにカッ
ターナイフやハサミにより現場合わせの整形が可能であ
るため、敷設自体を迅速に行うことができる。
In addition, since it is possible to shape the complex site shape using a cutter knife or scissors as described above, the installation itself can be carried out quickly.

■ 敷設した網目状立体構造版の開孔率が98   〜
88%と大きく、しかも注入する砂が乾燥砂であるため
、砂の流動性が発揮され、その結果、砂の注入作業が短
時間で、しかも小人数で行うことができる。
■ The porosity of the installed mesh three-dimensional structure plate is 98 ~
It is large at 88%, and since the sand to be poured is dry sand, the fluidity of the sand is exhibited, and as a result, the sand pouring work can be carried out in a short time and by a small number of people.

■ 締固めはビブロプレートや小型の震動ローラ程度で
良く、大型の転圧機を必要としない。したがって相対と
しての施工費のコスト軽減が可能である。
■ Compaction can be done using a vibro plate or a small vibrating roller and does not require a large compaction machine. Therefore, relative construction costs can be reduced.

3) 舗装としての利点 ■ まず基本的には舗装としての透水性が太きい。とく
に強化砂層構造であるため、垂直方向への排水性が高く
、表面水による浸食が発生しにくい。また樹木の梢やそ
の他舗装周辺の構造物からの雨垂れを受けても、部分的
な浸食を受けることかない。したがって、舗装として耐
候性が高い。
3) Advantages as a pavement■ First of all, it basically has high water permeability as a pavement. In particular, the reinforced sand layer structure allows for high drainage in the vertical direction, making it less likely to be eroded by surface water. In addition, even if raindrops fall from tree tops or other structures surrounding the pavement, there will be no local erosion. Therefore, it has high weather resistance as a pavement.

■ 透水性が大きいため、砂の凍上が発生しにくい。万
一凍上、凍結があっても強化材としての繊維状合成樹脂
からなる網目状立体構造版と、砂との複合構造となって
いるため、すなわち強化砂層構造版からなる透水性砂舗
装であるため、亀裂などによる舗装破壊を招くことはな
い。
■ Due to its high water permeability, sand frost heave is less likely to occur. Even in the event of frost heaving or freezing, it is a water-permeable sand pavement made of a reinforced sand layer structure because it has a composite structure of sand and a mesh three-dimensional structure made of fibrous synthetic resin as a reinforcing material. Therefore, pavement damage due to cracks etc. will not occur.

また網目状立体構造版と砂との複合構造であるため、支
持力が高い。しかも注入充填された砂の安息角が大きい
ため、傾斜地舗装としてはもちろん力学的に安定した舗
装として機能する。
Also, because it has a composite structure of a mesh three-dimensional structure plate and sand, it has a high supporting capacity. Moreover, because the injected sand has a large angle of repose, it functions not only as a slope pavement but also as a mechanically stable pavement.

■ 網目状立体構造版に対する砂の充填量を減じ、網目
状立体構造版の表層部分を露出させた舗装とすれば、き
わめて弾力性に冨む舗装として機能する。なお網目状立
体構造版を構成する繊維状合成樹脂ば難燃性であるため
、タバコの吸いがらなどで発火するようなことばない。
■ If the amount of sand packed into the mesh three-dimensional structure slab is reduced and the surface layer of the mesh three-dimensional structure slab is exposed, the pavement will function as an extremely elastic pavement. The fibrous synthetic resin that makes up the mesh three-dimensional structure plate is flame retardant, so there is no risk of it catching fire with cigarette butts.

■ 着色性が容易であるため、多彩なカラーの組合わせ
よりなるカラフルな舗装を得ることができる。
■ Since it is easy to color, it is possible to obtain colorful pavement with a variety of color combinations.

以上説明したように、本発明による強化砂層構造版から
なる透水性砂舗装は、舗装として透水性はもちろん力学
的安定性を備え、しかも弾力性や着色性に優れているた
め、すなわち砂の長所を生かし、短所をカバーしたもの
であるため、公園の広場や散歩道、海辺の遊歩道、駐車
場あるいはプールサイドの通路や休憩場、学校その他各
種スポーツ施設における屋内外運動場はもとより、コー
トさらにはゴルフ場のティーグランドなどの舗装として
、きわめて広い適応性を備えている。
As explained above, the permeable sand pavement made of the reinforced sand layer structure according to the present invention has not only water permeability but also mechanical stability as a pavement, as well as excellent elasticity and colorability. Because it takes advantage of the advantages and covers the disadvantages, it can be used not only in park plazas, walking paths, seaside promenades, parking lots or poolside passages and rest areas, indoor and outdoor playgrounds at schools and other sports facilities, but also courts and golf courses. It has extremely wide adaptability as a pavement for teeing grounds, etc.

さらに本発明による透水性砂舗装は、前記したようにき
わめて透水性が大きく、いわゆる濾過機能をも備えてい
るため、舗装すべき路盤に収集管を敷設し、その上に本
発明舗装を舗設すると、植生上良質な水分を土壌へ還元
させることができ、また飲料水を天水に頼る離島などに
おいては、清浄水を得る手段として利用することも可能
である。
Furthermore, the permeable sand pavement according to the present invention has extremely high water permeability as described above, and also has a so-called filtration function. , it can return high-quality moisture to the soil, and it can also be used as a means of obtaining clean water in remote islands that rely on rainwater for drinking water.

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

図面は本発明による強化砂層構造版よりなる透水性砂舗
装の実施例を示すもので、第1図は標準的な透水性砂舗
装の断面図、第2図は網目状立体構造版に対する砂の充
填量を減じ、網目状立体構造版の表層部にカラー塗装を
施したカラー透水性砂舗装として舗設した舗装の断面図
、第3図は弾力性を有する透水性砂舗装として舗設した
舗装の断面図である。 1・・・路盤 2・・・フィルタ材(合成繊維不織布)3・・・網目状
立体構造版 4・・・網目状立体構造版に充填した砂5・・・強化砂
層領域 6・・・網目状立体構造版の表層露出部(砂の未充填部
分) 7・・・地盤 8・・・ドレーン(フィルタ材を巻いたポーラス管)9
・・・砕石または荒砂よりなるフィルタ層標準透水性砂
舗装
The drawings show an example of a permeable sand pavement made of a reinforced sand layer structure version according to the present invention. A cross-sectional view of a pavement constructed as a colored permeable sand pavement with a reduced filling amount and a color coating applied to the surface layer of the mesh three-dimensional structure. Figure 3 is a cross-sectional view of a pavement constructed as a resilient permeable sand pavement. It is a diagram. 1... Roadbed 2... Filter material (synthetic fiber non-woven fabric) 3... Mesh three-dimensional structure version 4... Sand filled in the mesh three-dimensional structure version 5... Reinforced sand layer region 6... Mesh Exposed surface part of the three-dimensional structure plate (unfilled part with sand) 7... Ground 8... Drain (porous pipe wrapped with filter material) 9
...filter layer standard permeable sand pavement made of crushed stone or rough sand

Claims (3)

【特許請求の範囲】[Claims] (1)フィルタ材としての合成繊維不織布の上に、ちじ
れや巻きぐせをつけた難燃性の繊維状合成樹脂を互いに
接着または溶着させた網目状立体構造版を積層し、この
網目状立体構造版を路盤上に敷設するとともに、網目状
立体構造版に砂を充填したのち震動締固めしたことを特
徴とする強化砂層構造版からなる透水性砂舗装。
(1) A mesh-like three-dimensional structure plate made by adhering or welding flame-retardant fibrous synthetic resin with wrinkles and curls to each other is laminated on a synthetic fiber non-woven fabric as a filter material. A permeable sand pavement consisting of a reinforced sand layer structural slab, characterized in that the structural slab is laid on the roadbed, and the mesh three-dimensional structural slab is filled with sand and then compacted by vibration.
(2)路盤上に敷設した網目状立体構造版に対する砂の
充填量を減じ、網目状立体構造版の表層部が露出された
状態にある請求項1記載の強化砂層構造版からなる透水
性砂舗装。
(2) Permeable sand made of reinforced sand layer structure slab according to claim 1, wherein the amount of sand packed into the mesh three-dimensional structure slab laid on the roadbed is reduced so that the surface layer of the mesh three-dimensional structure slab is exposed. pavement.
(3)網目状立体構造版の表層部分を予め染色した繊維
状合成樹脂で成型するか、成型後の網目状立体構造版の
表層部分にカラー塗装を施し、しかるのちカラー化粧を
施した砂を充填し、震動締固めした請求項1および2記
載の強化砂層構造版からなる透水性砂舗装。
(3) Either the surface layer of the mesh three-dimensional structure plate is molded with pre-dyed fibrous synthetic resin, or the surface layer of the mesh three-dimensional structure plate after molding is colored, and then colored sand is applied. A permeable sand pavement comprising the reinforced sand layer structure plate according to claims 1 and 2, which is filled and compacted by vibration.
JP1126123A 1989-05-19 1989-05-19 Permeable sand pavement made of reinforced sand layer structure plate Expired - Fee Related JP2777821B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1126123A JP2777821B2 (en) 1989-05-19 1989-05-19 Permeable sand pavement made of reinforced sand layer structure plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1126123A JP2777821B2 (en) 1989-05-19 1989-05-19 Permeable sand pavement made of reinforced sand layer structure plate

Publications (2)

Publication Number Publication Date
JPH02304102A true JPH02304102A (en) 1990-12-17
JP2777821B2 JP2777821B2 (en) 1998-07-23

Family

ID=14927223

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1126123A Expired - Fee Related JP2777821B2 (en) 1989-05-19 1989-05-19 Permeable sand pavement made of reinforced sand layer structure plate

Country Status (1)

Country Link
JP (1) JP2777821B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009221772A (en) * 2008-03-18 2009-10-01 Taisei Rotec Corp Pavement body
CN102704365A (en) * 2012-06-11 2012-10-03 铁道第三勘察设计院集团有限公司 Pavement structure of environment-friendly fire fighting access on side of track garage
JP5542999B1 (en) * 2013-08-12 2014-07-09 奥アンツーカ株式会社 Pavement base layer structure, pavement and pavement construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59233002A (en) * 1984-04-06 1984-12-27 長谷川体育施設株式会社 Natural turf board

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59233002A (en) * 1984-04-06 1984-12-27 長谷川体育施設株式会社 Natural turf board

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009221772A (en) * 2008-03-18 2009-10-01 Taisei Rotec Corp Pavement body
CN102704365A (en) * 2012-06-11 2012-10-03 铁道第三勘察设计院集团有限公司 Pavement structure of environment-friendly fire fighting access on side of track garage
JP5542999B1 (en) * 2013-08-12 2014-07-09 奥アンツーカ株式会社 Pavement base layer structure, pavement and pavement construction method
JP2015036481A (en) * 2013-08-12 2015-02-23 奥アンツーカ株式会社 Pavement body base layer structure, pavement body, and construction method for pavement body

Also Published As

Publication number Publication date
JP2777821B2 (en) 1998-07-23

Similar Documents

Publication Publication Date Title
CN103806356B (en) A kind of preparation method of decorative concrete earth construction
CN103352407A (en) Construction process of roadbed structure with sand-based water-permeable bricks
CN110284389B (en) Asphalt pavement and construction method thereof
CN106758638A (en) A kind of city sponge brick and its construction technology
CN105463967A (en) Water-permeable wear-resistant garden path and construction method thereof
JP2010526227A (en) Block having drainage and ventilation function, manufacturing method thereof, and block multilayer pavement construction method using the same
CN106381796A (en) Concrete water-permeable road surface as well as paving method thereof and maintenance and restoration method thereof
CN106894311A (en) A kind of sponge-type urban water-through bituminous paving
CN205653671U (en) Bituminous paving permeates water in sponge type city
CN112523029A (en) Drainage asphalt pavement structure and construction method thereof
CN111072333A (en) Permeable concrete structure and preparation process thereof
CN114606823B (en) Cement-based permeable concrete pavement structure and paving method thereof
CN106436523A (en) New-structure grass planting brick produced by recycled aggregates
CN211256535U (en) A concrete road surface structure that permeates water for heavy-duty traffic
CN111549603A (en) Pavement considering water load coupling and construction method thereof
JPH02304102A (en) Water permeable sand paving formed by reinforced sand layer structure plate
CN107032660A (en) A kind of preparation method for the composite for laying porous pavement
CN211688840U (en) Concrete structure permeates water
JPS59206502A (en) Production of water pervious cement concrete construction
CN109763388B (en) Roadbed structure and construction method thereof
Gibbons Pavements and surface materials
JP2006037437A (en) Grass prevention and ground protection method for creating coloring solidified layer
JPH11100804A (en) Permeable plate block
CN114717900B (en) Color permeable integral pavement for high-speed service area and construction method
CN217922900U (en) Concrete ground structure spare permeates water

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090508

Year of fee payment: 11

LAPS Cancellation because of no payment of annual fees