Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3796382B2 - Pavement structure - Google Patents
[go: Go Back, main page]

JP3796382B2 - Pavement structure - Google Patents

Pavement structure Download PDF

Info

Publication number
JP3796382B2
JP3796382B2 JP26575499A JP26575499A JP3796382B2 JP 3796382 B2 JP3796382 B2 JP 3796382B2 JP 26575499 A JP26575499 A JP 26575499A JP 26575499 A JP26575499 A JP 26575499A JP 3796382 B2 JP3796382 B2 JP 3796382B2
Authority
JP
Japan
Prior art keywords
pressure receiving
mat
gap
filler
pavement
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.)
Expired - Fee Related
Application number
JP26575499A
Other languages
Japanese (ja)
Other versions
JP2001090006A (en
Inventor
正彦 河野
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.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP26575499A priority Critical patent/JP3796382B2/en
Publication of JP2001090006A publication Critical patent/JP2001090006A/en
Application granted granted Critical
Publication of JP3796382B2 publication Critical patent/JP3796382B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Road Paving Structures (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、舗装構造に関し、詳しくは、粒状の充填物を使用して歩道、進入路、駐車場等を舗装するための構造に関する。
【0002】
【従来の技術】
砕石や砂利等の粒状物を使用した舗装は、アスファルト等に比べて施工が簡易で、安価であることから、従来から、簡易な歩道や駐車場等に用いられてきた。また、寺社の境内等においては、アスファルト舗装等では景観上好ましくないという理由で、砂利等による舗装が行われている。これらの施工方法は、単に粒状物を敷詰めるのみか、敷詰めた後にローラーによって転圧を行う方法により行われていた。また、他の粒状物による舗装方法として、粒状物を合成樹脂接着剤のバインダーと混合して舗装の表層材を形成する方法(特開昭61−172901号公報参照)等が知られている。
【0003】
一方、自然環境の改善を目的とする舗装方法として、透水性を有するコンクリートブロックの原材料に、排気ガスや排水中の有害物質を吸着する浄化材としての多孔質体を混入したものが提案されている(特開平11−152704号公報参照)。
【0004】
【発明が解決しようとする課題】
しかし、従来の粒状物を利用した舗装における施工方法の内、前者の施工方法は、砕石、砂利等を敷詰めるのみで、特に何の処理も施されず、ローラー等の転圧により踏固める程度であるため、例えば、この施工方法で造成された施工面を車両が移動する際、表面の砂利を移動させてしまうため、砂利を跳ね飛ばして危険であったり、自転車等の軽車両や車椅子を使用した人が通行する際、タイヤを取られて走行が妨げられるような事態も発生する。
【0005】
また、長年使用している間に、表面の砂利の移動や細かい粒子の地下への流出により、轍や陥没部が発生したり、車等の荷重により砂利等の間の空隙が圧縮され、そこに泥等の粒子の細かい物が溜ることにより、透水性が悪化して水溜りができてしまうという問題がある。また、これらを補修するために多くの維持・管理費を必要としている。
【0006】
一方、後者の合成樹脂接着剤を使用した施工方法では、砂利の移動はないが、施工費が高価であったり、強度的な問題により、車両等の大きな荷重のかかる用途では使用できなかったり、さらに、砕石等の粒径の大きい物は使用できないなどの問題がある。
【0007】
また、浄化材を混入した透水性コンクリートブロックは、雨水や河川水の浄化を主な目的とするものであって、有害物質を含む液体が製品中を通過する際に、有害物質を多孔質体に吸着させて液体中から除去するようにしている。したがって、これを駐車場や道路等の舗装材として用いた場合、雨水に関しては有効であるが、排気ガスに対する浄化作用はほとんど期待することができなかった。
【0008】
さらに、浄化作用を有する多孔質体としては、セラミック、ゼオライトの他に、木炭や貝殻等が挙げられるが、これらの中には、コンクリートの骨材としては強度的に不適当なものがあり、混入比率を多くすることが困難である。しかも、多孔質体の表面をコンクリート成分で覆ってしまい、多孔質体の機能を十分に生かせないおそれもある。また、多孔質体を直接地面に敷き詰めることも考えられるが、強度的に弱いため、車両が走行したり、人間が通行したりする部分には不適当である。
【0009】
そこで本発明は、多孔質体が有する浄化性能を十分に発揮させることができ、しかも、車両の走行や人間の歩行にも耐えることができ、表面の陥没や透水性不良、通気性不良を防止することができる舗装構造を提供することを目的としている。
【0010】
【課題を解決するための手段】
上記目的を達成するため、本発明の舗装構造は、頂部に受圧面を、側面に通孔を有する中空状の受圧体からなる多数の突起と、隣接する突起同士を連結する隔壁を形成する連設部とによって囲まれた空隙部を有する合成樹脂からなるマット状成形体を連結して敷設し、前記空隙部内に、粒状多孔質体を含む粒状の充填物を充填したことを特徴とし、また、前記空隙部は、4個の受圧体と、これらを連接する前記連設部を四辺とする方形状の部分に形成されることを特徴としている。
【0011】
【発明の実施の形態】
図1は本発明の舗装構造の一形態例を示す断面図、図2はマット状成形体の一例を示す中央部を省略した平面図、図3は同じく要部の正面図である。
【0012】
図1に示すように、本形態例に示す舗装構造は、路盤1の上に敷設したマット状成形体10に設けた空隙部2内に、セラミック、ゼオライト、活性炭、木炭、貝殻等の有害成分吸着作用を有する粒状多孔質体を含む充填物3を充填したものである。
【0013】
マット状成形体10は、図2及び図3に示すように、上下に通孔11a、11bを有する突起からなる受圧体11を、隔壁を形成する連接部12により縦方向及び横方向にそれぞれ等間隔で同数配置して、例えば外形を50cm角の正方形状に形成した合成樹脂製のものであって、各外周辺には、敷設時に隣接するマット状成形体10同士を連結するための雄連結部13と雌連結部14とがそれぞれ設けられている。
【0014】
前記受圧体11は、底部の接地面11cから頂部の受圧面11dに向かって次第に細くなる中空四角錘台状に形成されており、上方に向かって幅狭となる各側面には、受圧体内外に連通する縦長の通孔11eが設けられている。
【0015】
また、前記連接部12は、受圧体11のコーナー部同士の間を連結するように設けられており、図3に示すように、上縁12aが受圧体11の約半分の高さ位置で、下縁12bが受圧体1の下端より僅かに上方に位置するように形成されている。これにより、舗装面に連接部12の上縁12aが露出しないようにするとともに、下縁12bの下方に通水路及び通気路となる空間を形成するようにしている。
【0016】
このようにマット状成形体10を形成することにより、4個の受圧体11を頂点とし、これらを連結する連接部12を四辺とする正方形状の部分に、成形体下部から上部に向かって上方が拡大した形状の前記空隙部2が形成される。
【0017】
なお、マット状成形体10を合成樹脂で形成することにより、他のコンクリートや金属のような材料に比べて軽量性、成形性、土中での安定性等に優れたものとすることができる。合成樹脂としては、車両等の荷重に耐えられる機械的強度を有し、屋外での使用に耐えられるものであればよく、特に、ポリプロピレン、ポリエチレン、ABS、ポリ塩化ビニル、FRP等の機械的強度に優れた合成樹脂が最適である。また、マット状成形体10の大きさは、施工性や保管、運搬を考慮して設定すればよく、広大な場所を施工する場合は、縦横寸法が数m程度の正方形や長方形に形成することもできる。
【0018】
次に、このマット状成形体10を使用した舗装構造の施工例を説明する。まず、舗装を行う部分の路盤工事を行う。例えば、200〜300mm程度深さ掘り下げた路床1aに、C−40程度の砕石1bを150〜250mmの厚さで敷き詰め、さらに、必要に応じて平面度を得るための砂利等からなるレベル調整材を20mm程度の厚さで敷き詰めて突き固めることにより不陸調整を行い、マット状成形体10を敷設するための路盤1を形成する。なお、舗装部分の外周には、適当な縁石等の区画材を設置しておくことが望ましい。
【0019】
次に、路盤1の上面にマット状成形体10を順次敷設し、隣接するマット状成形体10同士を前記雄連結部13及び雌連結部14により相互に連結する。このとき、マット状成形体10の下に、不織布等からなる排水材4を敷設してもよく、必要に応じて杭のような固定部材を使用してマット状成形体10を路盤1に固定するようにしてもよい。最後に、マット状成形体10の上に前記充填物3を投入し、充填物3が各空隙部2内に均等に充填されるように地均しを行って舗装工事が終了する。
【0020】
このようにして舗装を行うに際し、前記空隙部2の大きさ(容積、高さ、開口面積)や受圧体11の強度は、使用する充填物3の性状だけでなく、舗装部の使用状態、すなわち、車両の通行の有無、歩行時の感触等も含めて最適な状態を選定するべきである。例えば、車両が通行する場合は、空隙部2の開口幅が広すぎると、充填物3が空隙部2内で移動してタイヤが落込むおそれがあり、歩行が主体の場合でも、開口部が広いと同様にして足をとられるおそれがある。逆に、開口部を狭くしすぎると、粒状物2の充填に支障を来すことがあるので、タイヤの落込みなどを防止できる範囲で、できるだけ開口部を大きくしておくことが望ましい。
【0021】
この空隙部6の開口面積、すなわち、受圧体11同士の間隔は、受圧体11の受圧面11dの面積によっても異なるが、例えば、自転車等の軽車両や車椅子が通行する部分の舗装を行う場合、受圧面11dの大きさを約2cm角とした場合の受圧体11の設置数は、50cm角の正方形状のマット状成形体10では、15×15個程度が適当である。また、自動車の駐車場等の舗装を行う場合は、同じ条件で8×8個程度が適当である。このとき、受圧面11dの面積を大きくし過ぎると、充填物3の充填量が少なくなって浄化効果を十分に発揮できなくなることがあり、受圧面11dの面積を小さくし過ぎると、受圧体11の強度が弱くなるだけでなく、歩行時の感触が損なわれることになる。
【0022】
さらに、空隙部2の容積が充填物3の平均体積に比べて小さすぎると、例えば10倍未満だと、充填物3を空隙部2内に平均的に充填できなくなり、充填物3が空隙部2からはみ出してしまうことがある。逆に空隙部2の容積が充填物3の平均体積に比べて大きすぎると、例えば10000倍を超えると、空隙部2内に充填した充填物3を十分に保持できなくなり、風により吹き飛ばされたり、雨水によって流出したりすることがある。
【0023】
また、空隙部2の高さ、すなわち、受圧体11の高さも、低すぎる場合は充填物3を十分に保持することができず、体積の大きな充填物3の充填性も低下する。逆に高すぎる場合は、マット状成形体10の成形性に悪影響を及ぼし、製造コストの上昇を招くことになる。また、充填する充填物3の量が多くなり、施工費が高くなってしまうこともある。
【0024】
なお、前記雄連結部13及び雌連結部14の形状や設置間隔を、連接部12に準じて設定することにより、マット状成形体10同士の連結部間においても、空隙部2と同様に充填物3を保持することができる。
【0025】
このように、マット状成形体10を使用して多孔質体を含む充填物3による舗装を行うと、充填物3中の多孔質体の周囲に気相が形成され、表面も塞がれないため、雨水が空隙部2内の充填物3部分を下方に通過するのは当然として、受圧体11の上下(接地面11c、受圧面11d)や側面に通孔11a、11b、11eがあり、連接部12の上下にも空間があるため、排気ガスのような気体も多孔質体を含む充填物3部分を通過可能な状態になる。
【0026】
したがって、この舗装構造を、駐車場やその周囲の進入路、歩道等に適用することにより、排気ガス中の有害物質等も効果的に吸着除去することができる。さらに、充填物3に脱臭剤や芳香剤、酸化チタンのような触媒成分をあらかじめ付着させておくこともでき、これらの成分をマット状成形体10を形成する樹脂に練り混んでおくこともできる。また、粒状多孔質体として、焼却場等で発生するスラグ等のリサイクル材を使用することもできる。
【0027】
そして、上述のような空隙部2を設けたマット状成形体10を使用することにより、充填物3を空隙部2内に保持して移動することを防止できるので、充填物3が散逸することがなくなる。また、荷重の大部分をマット状成形体10の受圧体11で受けることができるので、轍や陥没部が発生することもなくなる。すなわち、タイヤや靴等からの荷重の大部分を受圧体11で受けることができるため、空隙部2内に充填した充填物3が荷重で圧縮されることがほとんどなく、圧縮されたとしても僅かであり、しかも、充填物3の横方向への移動が受圧体11や連接部12で規制されているため、轍や陥没部の発生を防止することができる。
【0028】
また、充填物3同士の隙間が圧縮されないため、泥等の微細粒状物が充填物3間に圧縮されて詰込まれることがなくなるので、透水性や通気性が低下することもなくなる。さらに、このような粒状舗装材には、一般に、砕石、砂利、玉砂利、煉瓦屑等を使用するが、充填物3にほとんど荷重がかからないため、荷重のかかる舗装面には通常使用することができない機械的強度に劣る各種多孔質体やバークチップのような柔らかい粒状物も舗装材として使用することが可能となる。
【0029】
さらに、マット状成形体10の下に不織布等からなる排水材4を設けることにより、舗装部からの排水性を向上できるとともに、充填物3として小さな粒径のものを用いた場合でも、排水材4によって充填物3を空隙部2内に確実に保持しておくことができる。また、このような排水材4は、マット状成形体10の下面に接着や溶着等により一体形成しておくこともできる。さらに、受圧体11の上部通孔11aを利用してマーカー等を固定することもできる。
【0030】
なお、マット状成形体の形状は任意であり、舗装材として使用する充填物の移動を防止できるような空隙部を有し、かつ、排水を行える形状を有するものであればよい。さらに、充填物全体として多孔質体を使用してもよいが、砂利や採石等の粒状物質と適当に混合して用いることもでき、舗装部分を多孔質体充填部と、砂利等の充填部とに区画することもできる。
【0031】
【発明の効果】
以上説明したように、本発明の舗装構造によれば、粒状多孔質体を含む充填物をマット状成形体の空隙部内に充填したので、多孔質体部分の通気性を確保しながら、多孔質体の移動や散逸を防止できる。これにより、排気ガスのような気体の浄化も効果的に行うことができるとともに、轍や陥没の発生を防止できるだけでなく、透水性や通気性の低下も防止できる。
【図面の簡単な説明】
【図1】 本発明の舗装構造の一形態例を示す断面図である。
【図2】 マット状成形体の一例を示す中央部を省略した平面図である。
【図3】 同じく要部の正面図である。
【符号の説明】
1…路盤、2…空隙部、3…充填物、4…排水材、10…マット状成形体、11…受圧体、11a,11b,11e…通孔、11c…接地面、11d…受圧面、12…連接部、13…雄連結部、14…雌連結部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a pavement structure, and more particularly, to a structure for paving sidewalks, approach roads, parking lots and the like using granular fillers.
[0002]
[Prior art]
Pavement using granular materials such as crushed stone and gravel has been used for simple sidewalks, parking lots and the like since it is simpler and cheaper to construct than asphalt. Moreover, in the precincts of temples and shrines, pavement with gravel etc. is performed because it is not preferable for asphalt pavement etc. in view of the landscape. These construction methods have been performed by simply laying a granular material or by rolling with a roller after laying. Further, as another pavement method using a granular material, there is known a method of forming a surface material of a pavement by mixing the granular material with a binder of a synthetic resin adhesive (see Japanese Patent Laid-Open No. 61-172901).
[0003]
On the other hand, as a pavement method for the purpose of improving the natural environment, a method has been proposed in which a porous material as a purification material that adsorbs harmful substances in exhaust gas and wastewater is mixed into the raw material of a water-permeable concrete block. (See JP-A-11-152704).
[0004]
[Problems to be solved by the invention]
However, among the construction methods for pavement using conventional granular materials, the former construction method only lays crushed stones, gravel, etc., and no particular treatment is performed, and it is stiffened by the rolling pressure of a roller etc. Therefore, for example, when the vehicle moves on the construction surface created by this construction method, the gravel on the surface is moved, so it is dangerous to jump off the gravel, or a light vehicle such as a bicycle or a wheelchair is used. When the person who used it passes, the situation where a tire is taken and a run is prevented also occurs.
[0005]
In addition, during use for many years, the movement of gravel on the surface and the outflow of fine particles to the basement cause wrinkles and depressions, and the gap between gravel and the like is compressed by the load of a car, etc. In addition, the accumulation of fine particles such as mud causes a problem that water permeability is deteriorated and the water can be accumulated. Moreover, a lot of maintenance and management costs are required to repair these.
[0006]
On the other hand, in the construction method using the latter synthetic resin adhesive, there is no movement of gravel, but construction costs are expensive, or due to strength problems, it can not be used in applications that require a heavy load, such as vehicles, Furthermore, there is a problem that a large particle size such as crushed stone cannot be used.
[0007]
The permeable concrete block mixed with purification material is mainly intended for purification of rainwater and river water. When liquid containing harmful substances passes through products, It is made to adsorb | suck to remove from liquid. Therefore, when this is used as a pavement material for parking lots, roads, etc., it is effective for rainwater, but a purification action against exhaust gas could hardly be expected.
[0008]
Furthermore, examples of the porous body having a purification action include charcoal and shells in addition to ceramics and zeolite, and among these, there are those that are inappropriate in strength as aggregates of concrete, It is difficult to increase the mixing ratio. In addition, the surface of the porous body is covered with a concrete component, and the function of the porous body may not be fully utilized. Although it is conceivable to lay the porous body directly on the ground, it is weak in strength, so it is not suitable for a portion where a vehicle travels or a person passes.
[0009]
Therefore, the present invention can sufficiently exhibit the purification performance of the porous body, can withstand running of vehicles and walking of humans, and prevents surface depression, poor water permeability, and poor air permeability. It aims to provide a pavement structure that can be.
[0010]
[Means for Solving the Problems]
In order to achieve the above object, the pavement structure of the present invention includes a plurality of protrusions made of a hollow pressure receiving body having a pressure receiving surface at the top and a through hole on the side face, and a continuous wall that connects adjacent protrusions. A mat-like molded body made of a synthetic resin having a void portion surrounded by a mounting portion is connected and laid, and the void portion is filled with a granular filler containing a granular porous body, and The gap is characterized in that it is formed in a rectangular part having four pressure receiving bodies and four connecting sides connecting the pressure receiving bodies .
[0011]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 is a cross-sectional view showing an example of a pavement structure according to the present invention, FIG. 2 is a plan view in which a central portion showing an example of a mat-like molded body is omitted, and FIG. 3 is a front view of the main part.
[0012]
As shown in FIG. 1, the pavement structure shown in this embodiment has harmful components such as ceramic, zeolite, activated carbon, charcoal, and shells in the gap 2 provided in the mat-like molded body 10 laid on the roadbed 1. The filler 3 is filled with a granular porous body having an adsorbing action.
[0013]
As shown in FIGS. 2 and 3, the mat-shaped molded body 10 includes a pressure receiving body 11 composed of protrusions having upper and lower through holes 11a and 11b, and a connecting portion 12 that forms partition walls in a vertical direction and a horizontal direction, respectively. The same number is arranged at intervals, for example, made of a synthetic resin having an outer shape formed in a square shape of 50 cm square, and a male connection for connecting adjacent mat-shaped molded bodies 10 to each other when laid. A portion 13 and a female connecting portion 14 are provided.
[0014]
The pressure receiving body 11 is formed in the shape of a hollow square frustum gradually narrowing from the bottom contact surface 11c toward the top pressure receiving surface 11d, and on each side surface that becomes narrower upward, A vertically long through-hole 11e communicating with is provided.
[0015]
Further, the connecting portion 12 is provided so as to connect the corner portions of the pressure receiving body 11, and as shown in FIG. 3, the upper edge 12 a is at about half the height of the pressure receiving body 11, The lower edge 12 b is formed so as to be positioned slightly above the lower end of the pressure receiving body 1. Thus, the upper edge 12a of the connecting portion 12 is not exposed on the pavement surface, and a space serving as a water passage and an air passage is formed below the lower edge 12b.
[0016]
By forming the mat-like molded body 10 in this way, the four pressure-receiving bodies 11 are apexes, and the connecting parts 12 that connect them are formed into square-shaped parts having four sides, and the molded body is moved upward from the lower part to the upper part. Is formed in the shape of the gap 2.
[0017]
In addition, by forming the mat-like molded body 10 from a synthetic resin, the mat-like molded body 10 can be excellent in lightness, moldability, stability in soil, and the like compared to other materials such as concrete and metal. . The synthetic resin may have any mechanical strength as long as it has a mechanical strength that can withstand the load of a vehicle and the like, and can withstand outdoor use, and in particular, mechanical strength such as polypropylene, polyethylene, ABS, polyvinyl chloride, and FRP. The best synthetic resin is. The size of the mat-shaped molded body 10 may be set in consideration of workability, storage, and transportation. When constructing a vast place, it should be formed in a square or rectangle with a vertical and horizontal dimension of several meters. You can also.
[0018]
Next, the construction example of the pavement structure using this mat-shaped molded object 10 is demonstrated. First, the roadbed construction of the part to be paved is performed. For example, the level adjustment which consists of gravel etc. for obtaining flatness as needed is spread | laid with the thickness of 150-250 mm on the road bed 1a dug down about 200-300 mm in depth, and the crushed stone 1b of about C-40 is spread | laid. The road surface 1 for laying the mat-shaped molded body 10 is formed by adjusting the unevenness by laying and tamping the material with a thickness of about 20 mm. In addition, it is desirable to install partition materials, such as a suitable curbstone, in the outer periphery of a pavement part.
[0019]
Next, the mat-shaped molded bodies 10 are sequentially laid on the upper surface of the roadbed 1, and the adjacent mat-shaped molded bodies 10 are connected to each other by the male connecting portion 13 and the female connecting portion 14. At this time, a drainage material 4 made of a nonwoven fabric or the like may be laid under the mat-shaped molded body 10, and the mat-shaped molded body 10 is fixed to the roadbed 1 using a fixing member such as a pile as necessary. You may make it do. Finally, the filler 3 is put on the mat-like molded body 10 and leveling is performed so that the filler 3 is evenly filled into the gaps 2, and the paving work is completed.
[0020]
When pavement is performed in this way, the size (volume, height, opening area) of the gap 2 and the strength of the pressure receiving body 11 are not only the properties of the filler 3 to be used, but also the usage state of the pavement, In other words, the optimal state should be selected including the presence or absence of traffic of the vehicle and the feel during walking. For example, when the vehicle passes, if the opening width of the gap portion 2 is too wide, the filler 3 may move in the gap portion 2 and the tire may fall. There is a risk of taking a foot in the same way as wide. On the contrary, if the opening is made too narrow, it may hinder the filling of the granular material 2, and therefore it is desirable to make the opening as large as possible within a range that can prevent the tire from dropping.
[0021]
The opening area of the gap 6, that is, the interval between the pressure receiving bodies 11 differs depending on the area of the pressure receiving surface 11 d of the pressure receiving body 11, for example, when pavement is performed on a portion where a light vehicle such as a bicycle or a wheelchair passes. When the size of the pressure-receiving surface 11d is about 2 cm square, the number of the pressure-receiving bodies 11 to be installed is suitably about 15 × 15 for the 50 cm square square mat-shaped molded body 10. Moreover, when paving a car parking lot or the like, about 8 × 8 is appropriate under the same conditions. At this time, if the area of the pressure receiving surface 11d is excessively large, the filling amount of the filler 3 may be reduced and the purification effect may not be sufficiently exhibited. If the area of the pressure receiving surface 11d is excessively small, the pressure receiving body 11 Not only will the strength of the vehicle become weaker, but the feeling during walking will be impaired.
[0022]
Furthermore, if the volume of the gap 2 is too small compared to the average volume of the filler 3, for example, if it is less than 10 times, the filler 3 cannot be filled in the gap 2 on average, and the filler 3 It may protrude from 2. On the other hand, if the volume of the gap 2 is too large compared to the average volume of the filler 3, for example, if it exceeds 10,000 times, the filler 3 filled in the gap 2 cannot be sufficiently retained and blown away by the wind. , May be drained by rainwater.
[0023]
In addition, when the height of the gap 2, that is, the height of the pressure receiving body 11 is too low, the filling material 3 cannot be sufficiently held, and the filling property of the filling material 3 having a large volume also decreases. Conversely, when too high, it will have a bad influence on the moldability of the mat-like molded object 10, and will raise a manufacturing cost. Moreover, the quantity of the filling material 3 with which it fills increases, and construction cost may become high.
[0024]
In addition, by setting the shape and installation interval of the male connecting portion 13 and the female connecting portion 14 in accordance with the connecting portion 12, filling is also performed between the connecting portions of the mat-shaped molded bodies 10 in the same manner as the gap portion 2. The object 3 can be held.
[0025]
Thus, when paving with the filler 3 containing the porous body using the mat-like molded body 10, a gas phase is formed around the porous body in the filler 3 and the surface is not blocked. Therefore, as a matter of course, rainwater passes through the filling 3 portion in the gap 2 downward, and there are through holes 11a, 11b, 11e on the upper and lower sides (the ground contact surface 11c, the pressure receiving surface 11d) and the side surfaces of the pressure receiving body 11, Since there are spaces above and below the connecting portion 12, gas such as exhaust gas can pass through the portion of the filling 3 including the porous body.
[0026]
Therefore, by applying this pavement structure to a parking lot, a surrounding approach road, a sidewalk, and the like, harmful substances and the like in the exhaust gas can be effectively adsorbed and removed. Furthermore, a catalyst component such as a deodorizing agent, a fragrance, or titanium oxide can be attached to the filler 3 in advance, and these components can be kneaded and mixed with the resin forming the mat-like molded body 10. . Moreover, recycled materials, such as slag which generate | occur | produces in an incinerator etc., can also be used as a granular porous body.
[0027]
And by using the mat-like molded body 10 provided with the gap portion 2 as described above, it is possible to prevent the filler 3 from moving while being held in the gap portion 2, so that the filler 3 is dissipated. Disappears. Moreover, since most of the load can be received by the pressure receiving body 11 of the mat-like molded body 10, no wrinkles or depressions are generated. That is, since most of the load from tires, shoes, etc. can be received by the pressure receiving body 11, the filler 3 filled in the gap 2 is hardly compressed by the load, and even if it is compressed In addition, since the lateral movement of the filler 3 is regulated by the pressure receiving body 11 and the connecting portion 12, the occurrence of wrinkles and depressions can be prevented.
[0028]
Further, since the gaps between the fillers 3 are not compressed, fine particles such as mud are not compressed between the fillers 3 and are not clogged, so that the water permeability and air permeability are not lowered. In addition, crushed stone, gravel, boulder gravel, brick scraps and the like are generally used for such granular pavement, but since the load is hardly applied to the filler 3, it cannot be normally used on a pavement surface to which a load is applied. Various porous bodies having inferior mechanical strength and soft granular materials such as bark chips can be used as paving materials.
[0029]
Furthermore, by providing the drainage material 4 made of a nonwoven fabric or the like under the mat-like molded body 10, the drainage performance from the pavement can be improved, and even when the filler 3 has a small particle size, the drainage material. The filler 3 can be reliably held in the gap 2 by 4. Further, such a drainage material 4 can be integrally formed on the lower surface of the mat-like molded body 10 by adhesion or welding. Furthermore, a marker etc. can also be fixed using the upper through-hole 11a of the pressure receiving body 11.
[0030]
In addition, the shape of the mat-like molded body is arbitrary, and any shape may be used as long as it has a void portion that can prevent movement of the filler used as the paving material and can drain water. Furthermore, a porous body may be used as the entire filling material, but it can also be used by appropriately mixing with granular materials such as gravel and quarrying, and the pavement portion is composed of a porous body filling portion and a gravel filling portion. It can also be divided into
[0031]
【The invention's effect】
As described above, according to the pavement structure of the present invention, since the filler containing the granular porous body is filled in the void portion of the mat-like molded body, the porous body portion is secured while maintaining the air permeability. Prevents body movement and dissipation. Thereby, purification of gas such as exhaust gas can be performed effectively, and not only the occurrence of soot and depression can be prevented, but also the deterioration of water permeability and air permeability can be prevented.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing an example of a pavement structure according to the present invention.
FIG. 2 is a plan view in which a central portion showing an example of a mat-like molded body is omitted.
FIG. 3 is a front view of the main part of the same.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Roadbed, 2 ... Space | gap part, 3 ... Filling material, 4 ... Drainage material, 10 ... Mat-shaped molded object, 11 ... Pressure receiving body, 11a, 11b, 11e ... Through-hole, 11c ... Grounding surface, 11d ... Pressure receiving surface, 12 ... Connection part, 13 ... Male connection part, 14 ... Female connection part

Claims (2)

頂部に受圧面を、側面に通孔を有する中空状の受圧体からなる多数の突起と、隣接する突起同士を連結する隔壁を形成する連設部とによって囲まれた空隙部を有する合成樹脂からなるマット状成形体を連結して敷設し、前記空隙部内に、粒状多孔質体を含む粒状の充填物を充填したことを特徴とする舗装構造。 From a synthetic resin having a gap surrounded by a large number of protrusions made of a hollow pressure receiving body having a pressure receiving surface at the top and through holes on the side surfaces and a continuous portion forming a partition wall connecting adjacent protrusions. pavement structure laid by connecting a mat-like molded body, into the gap portion, and wherein the filled packing particulate comprising particulate porous material formed. 前記空隙部は、4個の受圧体と、これらを連結する前記連設部を四辺とする方形状の部分に形成されることを特徴とする請求項1記載の舗装構造。 2. The pavement structure according to claim 1 , wherein the gap portion is formed in a quadrangular portion having four pressure receiving bodies and the connecting portion that connects them as four sides .
JP26575499A 1999-09-20 1999-09-20 Pavement structure Expired - Fee Related JP3796382B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26575499A JP3796382B2 (en) 1999-09-20 1999-09-20 Pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26575499A JP3796382B2 (en) 1999-09-20 1999-09-20 Pavement structure

Publications (2)

Publication Number Publication Date
JP2001090006A JP2001090006A (en) 2001-04-03
JP3796382B2 true JP3796382B2 (en) 2006-07-12

Family

ID=17421557

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26575499A Expired - Fee Related JP3796382B2 (en) 1999-09-20 1999-09-20 Pavement structure

Country Status (1)

Country Link
JP (1) JP3796382B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015168927A (en) * 2014-03-05 2015-09-28 宇部協立産業株式会社 Pavement tool by granular material

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101246030B1 (en) 2012-08-07 2013-03-26 서규선 Rainwater catchment and vegetation block and it's construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015168927A (en) * 2014-03-05 2015-09-28 宇部協立産業株式会社 Pavement tool by granular material

Also Published As

Publication number Publication date
JP2001090006A (en) 2001-04-03

Similar Documents

Publication Publication Date Title
AU2002217305B2 (en) A reinforced permeable paving structure
ES2663703T3 (en) Underlying structural support system for use with paving and floor covering elements
JP3016135B2 (en) Paving brick
KR101008421B1 (en) Non-point source control drainage system using independent drain pipe and drain
KR101282914B1 (en) Drainage system of pavement
KR101019181B1 (en) Road pavement structure using road blocks
JP3778738B2 (en) Permeable pavement structure
JP4226148B2 (en) Pavement structure
JP3796382B2 (en) Pavement structure
JP3796383B2 (en) Pavement structure
JP3851473B2 (en) Pavement structure
KR20110121374A (en) Permeable passage paving method
KR101733481B1 (en) Pavement structure using assembly type under stream block having rainwater storage function
JP2004052472A (en) Paved road, sand retaining structure for construction of paved road, paved road surface stabilizing method, and road paving method
KR101425709B1 (en) Bottom Projection Footpath Block Case
JP2001090008A (en) Laying material for pavement of granular material
KR200262770Y1 (en) Porous block pavement and pavement structure using the same
JP2001090010A (en) Pavement structure
JP4157650B2 (en) Sidewalk pavement structure
JP2000328502A (en) Pavement structure with granular material
CN219690231U (en) Road anti-skid pavement structure
KR20120041183A (en) Ston footpath block case having grass pads
CN214613395U (en) A kind of asphalt pavement structure with drainage and noise reduction
JP2001295209A (en) Layered pavement structure and pavement method
CN210140748U (en) Road pavement structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040109

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050802

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050823

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051018

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060322

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060417

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20090421

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20100421

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20110421

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20120421

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20120421

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313113

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

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

Free format text: PAYMENT UNTIL: 20140421

Year of fee payment: 8

LAPS Cancellation because of no payment of annual fees