JPH07331602A - Water permeable pavement and its constructing method - Google Patents

Water permeable pavement and its constructing method

Info

Publication number
JPH07331602A
JPH07331602A JP14845394A JP14845394A JPH07331602A JP H07331602 A JPH07331602 A JP H07331602A JP 14845394 A JP14845394 A JP 14845394A JP 14845394 A JP14845394 A JP 14845394A JP H07331602 A JPH07331602 A JP H07331602A
Authority
JP
Japan
Prior art keywords
honeycomb structure
water
permeable
blocks
net
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP14845394A
Other languages
Japanese (ja)
Inventor
Takeshi Namatame
毅 生天目
Hiroyuki Yai
裕幸 屋井
Kayo Kuno
嘉代 久野
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP14845394A priority Critical patent/JPH07331602A/en
Publication of JPH07331602A publication Critical patent/JPH07331602A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To promote construction efficiency by inserting a net having size enough to coat honeycomb structural bodies of a plurality of blocks between the honeycomb structural bodies and a permeable lining layer, and jointing monolithically the honeycomb structural bodies, net and permeable lining layer. CONSTITUTION:A subbase course 50 is rolled on a subgrade 40 and is formed in the shape of a layer, the honeycomb structural bodies 10 are not required to contact their sides with each other, and they are successively laid on the subbase course 50 in a state to arrange the surfaces of the blocks on the same plane. After that, a net 20 is covered across the blocks of the honeycomb structural bodies 10, a permeable lining layer 30 is formed on the net 20, the lower layer of the lining layer 30 passes through openings of the net 20 to reach a membrane body 13 of the upper surfaces of the structural bodies 10 and is adhered to the net 20 and structural bodies 10, and three layers of the structural bodies 10, net 20 and lining layer 30 are monolithically formed by solidification of the lining layer 30. According to the constitution, a plurality of blocks of the structural bodies 10 can be easily connected by providing the net 20 between the structural bodies 10 and lining layer 30, and construction efficiency can be promoted.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、遊歩道、自転車道、仮
設道路等に適用できる透水性舗装及びその施工方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-permeable pavement applicable to promenades, bicycle paths, temporary roads, etc., and a construction method thereof.

【0002】[0002]

【従来の技術】この種の透水性舗装としては、表層をア
スファルト系混合物、セメント系混合物、樹脂系混合物
の透水覆工層で構成することが知られていた。この透水
性舗装にあっては少量の雨水であれば透水覆工層の下位
の路盤や路床へ浸透させることができるが、雨水が大量
の場合は表面に水が溢出し易いという欠点がある。この
欠点を解決するために、路盤と透水覆工層との間に保水
用のハニカム構造体を介在することが提案されている。
このハニカム構造体は上下方向に断面多角形の透孔群を
有する樹脂製のブロック体で構成され、そして路盤に順
次敷き並べたハニカム構造体のブロック間を連結治具や
ボルト等で連結した後、ハニカム構造体群の上面に透水
覆工層を形成して構築している。
2. Description of the Related Art As a water-permeable pavement of this type, it has been known that the surface layer is composed of a water-permeable lining layer of an asphalt-based mixture, a cement-based mixture, or a resin-based mixture. With this permeable pavement, if a small amount of rainwater can penetrate into the subgrade or subgrade below the permeable lining layer, if there is a large amount of rainwater, there is the drawback that water easily overflows onto the surface. . In order to solve this drawback, it has been proposed to interpose a honeycomb structure for retaining water between the roadbed and the water-permeable covering layer.
This honeycomb structure is composed of resin block bodies having through-hole groups with a polygonal cross section in the vertical direction, and after connecting the blocks of the honeycomb structure sequentially laid on the roadbed with a connecting jig or bolts. The permeable coating layer is formed on the upper surface of the honeycomb structure group to construct the structure.

【0003】[0003]

【発明が解決しようとする問題点】前記した透水性舗装
技術には次のような問題点がある。 <イ> ハニカム構造体の隣接部を連結する場合、路盤
の凹凸等の影響を受けて各ハニカム構造体の隣接面を合
わせる作業や連結具類のセットに多くの手数を要し、し
かもハニカム構造体が樹脂製であるから連結する際に破
損する恐れがある。 またハニカム構造体の外周に剛性
の補強枠を取り付け、補強枠の隣接部を連結する方法も
提案されているが、補強枠の製作、取り付けに手数がか
かり施工コストが高くなる。 <ロ> ハニカム構造体が軽量であるため施工中の安定
性が悪い。内部に砂等を充填してハニカム構造体の安定
性を確保することも試みられているが、安定性を優先す
ると保水性が悪くなる。 <ハ>、 透水性舗装のメンテナンスとして、圧力水を
使用して適宜目詰まり物質を除去しているが、清掃設備
が大掛かりとなりメンテナンス費が高くつく。
Problems to be Solved by the Invention The above-mentioned water-permeable pavement technology has the following problems. <A> When connecting the adjacent portions of the honeycomb structure, it takes a lot of work to align the adjacent surfaces of the honeycomb structures and to set the connecting tools due to the influence of the unevenness of the roadbed, etc. Since the body is made of resin, it may be damaged when connecting. Further, a method has also been proposed in which a rigid reinforcing frame is attached to the outer periphery of the honeycomb structure and adjacent portions of the reinforcing frame are connected, but it takes time and effort to manufacture and attach the reinforcing frame, resulting in high construction cost. <B> Since the honeycomb structure is lightweight, the stability during construction is poor. Attempts have been made to secure the stability of the honeycomb structure by filling the inside with sand or the like, but if the stability is prioritized, the water retention property will be deteriorated. <C> As a maintenance of the water-permeable pavement, pressure water is used to appropriately remove the clogging substances, but the cleaning equipment is large and maintenance costs are high.

【0004】[0004]

【本発明の目的】本発明は以上の点に鑑みて成されたも
ので、その目的とするところは、次の透水性舗装及びそ
の施工方法を提供することにある。 ハニカム構造体の連結を簡易で確実に行え、かつ舗装
を厚肉化せずに強度の向上が図れる、透水性舗装及びそ
の施工方法。 施工性に優れた、透水性舗装及びその施工方法。 施工コスト並びにメンテナンス費の低減が図れる、透
水性舗装及びその施工方法。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object thereof is to provide the following water-permeable pavement and its construction method. A water-permeable pavement and a construction method thereof, which can easily and surely connect honeycomb structures and can improve strength without thickening the pavement. A water-permeable pavement with excellent workability and its construction method. A water-permeable pavement and a construction method thereof that can reduce construction costs and maintenance costs.

【0005】[0005]

【問題点を解決するための手段】本発明は、被舗装面上
に上下方向に開放した多数の空間を有する複数ブロック
のハニカム構造体を敷き並べ、前記ハニカム構造体の上
面に透水覆工層を形成して構築する透水性舗装におい
て、ハニカム構造体と透水覆工層の間に複数ブロックの
ハニカム構造体を被覆する寸法のネットを介挿し、ハニ
カム構造体とネットと透水覆工層とを一体に接合したこ
とを特徴とする、透水性舗装である。さらに本発明は被
舗装面上に上下方向に開放した多数の空間を有する複数
ブロックのハニカム構造体を敷き並べ、前記ハニカム構
造体の上面に透水覆工層を形成して構築する透水性舗装
において、ハニカム構造体と透水覆工層の間に複数ブロ
ックのハニカム構造体を被覆する寸法のネットを介挿し
て一体に接合すると共に、被舗装面に定着したアンカー
の自由端をハニカム構造体に接続したことを特徴とす
る、透水性舗装である。さらに本発明は被舗装面上に上
下方向に開放した多数の空間を有する複数ブロックのハ
ニカム構造体を敷き並べ、前記ハニカム構造体の上面に
透水覆工層を形成して構築する透水性舗装において、隣
り合う複数のハニカム構造体のブロック間に跨がって配
置した接続金具の各脚が接続予定の各ハニカム構造体に
貫挿すると共に、前記脚を貫挿したハニカム構造体の空
間内に固化材を充填して接続金具と各ハニカム構造体と
の間を固着したことを特徴とする、透水性舗装である。
さらに本発明は、ハニカム構造体の少なくとも上部全域
が透水性及び通水性を有する膜体で覆われていることを
特徴とする、透水性舗装である。
According to the present invention, a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a surface to be paved, and a water-permeable lining layer is provided on the upper surface of the honeycomb structure. In a water-permeable pavement formed by forming a, a net having a size that covers a plurality of blocks of the honeycomb structure is interposed between the honeycomb structure and the water-permeable lining layer, and the honeycomb structure, the net, and the water-permeable lining layer are formed. A water-permeable pavement characterized by being joined together. Further, the present invention relates to a water-permeable pavement constructed by laying out a plurality of blocks of honeycomb structure having a large number of vertically open spaces on a surface to be paved, and forming a water-permeable lining layer on the upper surface of the honeycomb structure. , The honeycomb structure and the water permeable lining layer are joined together by inserting a net having a size that covers the honeycomb structure of a plurality of blocks, and the free end of the anchor anchored on the paved surface is connected to the honeycomb structure. It is a water-permeable pavement that is characterized by Further, the present invention relates to a water-permeable pavement constructed by laying out a plurality of blocks of honeycomb structure having a large number of vertically open spaces on a surface to be paved, and forming a water-permeable lining layer on the upper surface of the honeycomb structure. , Each leg of the connecting fitting arranged across the blocks of a plurality of adjacent honeycomb structures is inserted into each honeycomb structure to be connected, and in the space of the honeycomb structure into which the legs are inserted. The water-permeable pavement is characterized in that it is filled with a solidifying material and fixed between the metal fitting and each honeycomb structure.
Furthermore, the present invention is a water-permeable pavement, characterized in that at least the entire upper portion of the honeycomb structure is covered with a water-permeable and water-permeable film.

【0006】さらに本発明は被舗装面上に上下方向に開
放した多数の空間を有する複数ブロックのハニカム構造
体を敷き並べ、前記ハニカム構造体の上面に透水覆工層
を形成する透水性舗装の施工方法において、ハニカム構
造体の上面に、複数ブロックに跨がる寸法のネットを敷
設し、ネットの上面に接着性を有する透水覆工層を打設
することを特徴とする、透水性舗装の施工方法である。
さらに本発明は被舗装面上に上下方向に開放した多数の
空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成する
透水性舗装の施工方法において、被舗装面にアンカーを
定着し、ハニカム構造体の上面に、複数ブロックに跨が
る寸法のネットを敷設し、アンカーの自由端をハニカム
構造体に一体に接続したことを特徴とする、透水性舗装
の施工方法である。さらに本発明は被舗装面上に上下方
向に開放した多数の空間を有する複数ブロックのハニカ
ム構造体を敷き並べ、前記ハニカム構造体の上面に透水
覆工層を形成する透水性舗装の施工方法において、複数
の脚を有する接続金具を隣り合う複数のハニカム構造体
のブロック間に掛け渡し、各脚を貫挿した各ハニカム構
造体の一部の空間内に固化材を充填して接続金具と各ハ
ニカム構造体との間を固着することを特徴とする、透水
性舗装の施工方法である。
Further, the present invention relates to a water-permeable pavement in which a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a surface to be paved and a water-permeable lining layer is formed on the upper surface of the honeycomb structure. In the construction method, on the upper surface of the honeycomb structure, laying a net of a dimension across a plurality of blocks, characterized by placing a water-permeable lining layer having adhesiveness on the upper surface of the net, of the water-permeable pavement It is a construction method.
Furthermore, the present invention is a method for constructing a water-permeable pavement, in which a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a paved surface and a water-permeable lining layer is formed on the upper surface of the honeycomb structure. , The anchor is fixed on the surface to be paved, a net having a size spanning multiple blocks is laid on the upper surface of the honeycomb structure, and the free end of the anchor is integrally connected to the honeycomb structure. It is a construction method of pavement. Furthermore, the present invention relates to a method for constructing a water-permeable pavement in which a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a paved surface, and a water-permeable lining layer is formed on the upper surface of the honeycomb structure. , A connecting metal fitting having a plurality of legs is hung between blocks of a plurality of adjacent honeycomb structures, and a solidifying material is filled in a part of the space of each honeycomb structure in which each leg is inserted to connect the connecting metal fittings and A method for constructing a water-permeable pavement, characterized in that it is fixed to the honeycomb structure.

【0007】[0007]

【実施例1】以下図面を参照しながら本発明の実施例に
ついて説明する。まず本施工に使用する主要な部材につ
いて説明する。
Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings. First, the main members used in this construction will be described.

【0008】<イ>ハニカム構造体 図1,2にハニカム構造体10の一例を示す。ハニカム
構造体10は周囲を複数の隔壁11で画成し、上下方向
に開口する空間12群を有するプラスチック製のブロッ
ク体である。本発明におけるハニカムと言う用語は六角
形のみを意味するものではなく、六角形以外の多角形又
は円形又は楕円形等を含むものである。空間12の断面
形状は形状に制約を受けず、多数の保水領域となる腔状
を呈していれば良い。ハニカム構造体10の上下面には
夫々不織布等の膜体13が接着又は溶着手段等により取
り付けてある。膜体13は通水性及び通気性を有するが
砂等の異物の通過を阻止するフィルタ機能とハニカム構
造体10の強度を増す補強機能を有するシート状物であ
る。尚、ハニカム構造体10の補強を特別必要としない
ときは膜体13をハニカム構造体10の上面のみに設け
るようにしてもよい。膜体13はハニカム構造体10の
1ブロック毎に予め工場等で取り付けておくか、或いは
後述するように複数のハニカム構造体10のブロックを
現場に敷設した後に、複数のハニカム構造体10に跨が
るように後から取り付けるものとする。
<A> Honeycomb structure FIGS. 1 and 2 show an example of a honeycomb structure 10. The honeycomb structure 10 is a plastic block body having a plurality of partition walls 11 surrounding the periphery thereof and a group of spaces 12 that are open in the vertical direction. The term "honeycomb" in the present invention does not mean only hexagons, but includes polygons other than hexagons, circles, ellipses, and the like. The cross-sectional shape of the space 12 is not limited by the shape, and may be a cavity that serves as a large number of water retaining regions. A film body 13 such as a non-woven fabric is attached to the upper and lower surfaces of the honeycomb structure 10 by adhesion or welding means. The film body 13 is a sheet-like material having water permeability and air permeability, but having a filter function of preventing passage of foreign matter such as sand and a reinforcing function of increasing the strength of the honeycomb structure 10. The film body 13 may be provided only on the upper surface of the honeycomb structure 10 when the reinforcement of the honeycomb structure 10 is not particularly required. The film body 13 is attached to each block of the honeycomb structure 10 in advance in a factory or the like, or after the blocks of the plurality of honeycomb structures 10 are laid on the site as described later, the film structures 13 are spread over the plurality of honeycomb structures 10. It will be attached later so that it will rise.

【0009】ハニカム構造体10の好適な寸法を例示す
る。 ・素材:ポリプロピレン ・ハニカム構造体のブロック寸法: 1000 mm(縦)×約
2000 mm (横)×約50mm〜500mm (高さ) ・空間12の断面形状:六角形 ・空間12の内寸:20mm ・圧縮強度:約4 kgf/cm2 ・重量:約40 kgf/m3
An example of suitable dimensions of the honeycomb structure 10 is illustrated.・ Material: polypropylene ・ Block size of honeycomb structure: 1000 mm (length) x approx.
2000 mm (width) × about 50Mm~500mm (height) space 12 of the cross-sectional shape: the inner dimension of the hexagonal-space 12: 20 mm, compressive strength: about 4 kgf / cm 2 · Weight: about 40 kgf / m 3

【0010】<ロ>ネット ネット20は各ハニカム構造体10のブロック間を連結
する機能と、透水覆工層30の補強部材としての機能を
併有する部材で、例えばエキスパンドメタル、有孔板、
溶接金網、一般金網、ラス網、ロープ網等を採用でき
る。ネット20の素材の選択は、使用目的に応じて適宜
選択し、例えば透水覆工層30を増強する場合或いは透
水覆工層30の強度低下を回避して薄肉にしたいときは
ネット20に剛性の高い素材(エキスパンドメタル、有
孔板、溶接金網等)を使用し、また透水覆工層30の補
強を要しないときはロープ20に剛性の低い素材(一般
金網、ラス網、ロープ網金)を使用してハニカム構造体
10のブロック間の連結機能のみを期待する等して使い
分ける。
<B> Net The net 20 is a member that has both the function of connecting the blocks of each honeycomb structure 10 and the function of a reinforcing member for the water permeable covering layer 30. For example, expanded metal, perforated plate,
Welded wire nets, general wire nets, lath nets, rope nets, etc. can be used. The material of the net 20 is appropriately selected according to the purpose of use. For example, when the water-permeable lining layer 30 is to be strengthened or when it is desired to reduce the strength of the water-permeable lining layer 30 and to make it thin, the net 20 is made of a rigid material. Use a high-quality material (expanded metal, perforated plate, welded wire mesh, etc.), and if the reinforcement of the water-permeable lining layer 30 is not required, use a material with low rigidity (general wire mesh, lath mesh, rope wire mesh) for the rope 20. The honeycomb structure 10 is selectively used by expecting only the connecting function between the blocks of the honeycomb structure 10.

【0011】<ハ>透水覆工層 透水覆工層30は透水性と通気性を有する舗装で、自然
石とアクリル樹脂の混練物で、未硬化状態においては接
着性を有する。透水覆工層30の混練物は前述の自然石
と樹脂とを組み合わせたものに限らず、例えば透水性ア
スファルトコンクリートなど公知の素材の組み合わせを
採用できる。
<C> Water-permeable lining layer The water-permeable lining layer 30 is a pavement having water permeability and air permeability, is a kneaded product of natural stone and acrylic resin, and has adhesiveness in an uncured state. The kneaded material of the water permeable lining layer 30 is not limited to the above-mentioned natural stone and resin in combination, and a known material combination such as water permeable asphalt concrete can be adopted.

【0012】[0012]

【作用】つぎに透水性舗装の施工方法について説明する[Operation] Next, the construction method of the water-permeable pavement will be explained.

【0013】<イ>路盤工程 先ず、路床40上に透水性に優れた被舗装面である路盤
50を転圧して層状に形成する。路盤50は透水性の高
い砂層51と、砂層51上に形成した間隙部を多く有す
る砕石層52とにより構成されている。本施工において
は路盤50表面の不陸精成を高精度に行う必要はなく、
多少の凹凸があっても構わない。
<A> Roadbed Process First, a roadbed 50, which is a paved surface having excellent water permeability, is compacted on the roadbed 40 to form a layer. The roadbed 50 is composed of a sand layer 51 having high water permeability and a crushed stone layer 52 having many gaps formed on the sand layer 51. In this construction, it is not necessary to carry out high-precision inland refinement of the roadbed 50 surface,
There may be some irregularities.

【0014】<ロ>ハニカム構造体の敷設 つぎに路盤50上に前記したハニカム構造体10のブロ
ックを順次敷設する。路床40上に直接ハニカム構造体
10を敷設する場合もある。これまでは側面を接面させ
たハニカム構造体のブロック間を各種の治具で連結して
いたが、本実施例においては各ハニカム構造体10の側
面と側面を接面させる必要はなく、各ハニカム構造体1
0のブロックの上面がほぼ同一平面に揃っていれば良
い。
<B> Laying of Honeycomb Structure Next, the blocks of the honeycomb structure 10 described above are sequentially laid on the roadbed 50. The honeycomb structure 10 may be directly laid on the roadbed 40. Up to now, the blocks of the honeycomb structure whose side surfaces are in contact with each other have been connected by various jigs, but in the present embodiment, it is not necessary to contact the side surfaces of each honeycomb structure 10 with each other. Honeycomb structure 1
It suffices if the upper surfaces of the blocks of 0 are substantially flush with each other.

【0015】<ハ>ネットのセット ハニカム構造体10の複数のブロックを敷設したら、各
ブロックに跨がってネット20を被せる。
<C> Set of Net After a plurality of blocks of the honeycomb structure 10 are laid, the net 20 is put over each block.

【0016】<ニ>透水覆工層の敷設 つぎにネット20上に自然石と溶融樹脂の混練物を鏝等
で塗り付けて透水覆工層30を形成する。透水覆工層3
0の下層はネット20の開口を透過してハニカム構造体
10上面の膜体13に達し、ネット20とハニカム構造
体10とに接着する。透水覆工層30の硬化によりハニ
カム構造体10、ネット20、透水覆工層30の三層が
一体化する。ネット20はハニカム構造体10の各ブロ
ック間を相互に連結すると共に、補強部材となって透水
覆工層30の強度が向上する。
<D> Laying a water-permeable lining layer Next, a kneaded material of natural stone and molten resin is applied onto the net 20 with a trowel or the like to form a water-permeable lining layer 30. Water-permeable lining layer 3
The lower layer of 0 passes through the opening of the net 20 to reach the film body 13 on the upper surface of the honeycomb structure 10, and adheres to the net 20 and the honeycomb structure 10. By hardening the water permeable cover layer 30, the three layers of the honeycomb structure 10, the net 20, and the water permeable cover layer 30 are integrated. The net 20 connects the blocks of the honeycomb structure 10 to each other and also serves as a reinforcing member to improve the strength of the water permeable cover layer 30.

【0017】<ホ>清掃作業 図3は上記の各工程を経て製作された透水性舗装の断面
図を示す。本図において、透水覆工層30を透過した雨
水はネット20及び上位の膜体13を透過してハニカム
構造体10の空間12内に蓄えられ、徐々に地中へ浸透
される。砂等の異物を含む雨水は上位の膜体13でろ過
され、異物のみが上位の膜体13上に残る。透水覆工層
30に詰まった異物や上位の膜体13に滞積した異物を
放置すると、透水性舗装の透水性能が大幅に低下するか
ら、適時透水覆工層30の表面側から、図示しない負圧
吸引して清掃する。ハニカム構造体10の内部が空間1
2として確保されているから、透水覆工層30の表面側
から負圧をかけると吸引力が発生して、透水覆工層30
に詰まった異物や上位の膜体13に滞積した異物を容易
に除去できる。
<E> Cleaning Work FIG. 3 is a sectional view of the water-permeable pavement manufactured through the above-mentioned steps. In this figure, rainwater that has permeated the water-permeable lining layer 30 permeates the net 20 and the upper membrane 13, is stored in the space 12 of the honeycomb structure 10, and gradually permeates into the ground. Rainwater containing foreign matter such as sand is filtered by the upper membrane body 13, and only the foreign matter remains on the upper membrane body 13. If the foreign matter clogged in the water permeable cover layer 30 or the foreign matter accumulated in the upper membrane body 13 is left untreated, the water permeability of the water permeable pavement is significantly reduced. Suction with negative pressure to clean. Inside the honeycomb structure 10 is a space 1
2, the suction force is generated when a negative pressure is applied from the surface side of the water-permeable lining layer 30, and the water-permeable lining layer 30 is generated.
It is possible to easily remove the foreign matter that is clogged with the foreign matter and the foreign matter that has accumulated in the upper film body 13.

【0018】[0018]

【実施例2】図4は複数のアンカー60を使用して施工
する他の実施例を示す。アンカー60は基板61と基板
61に一端を接続したロープ材62とにより構成され、
路床40に載置した基板61を路盤50で埋設し、路盤
50上面より突出するロープ材62の自由端を軽く張っ
た状態でハニカム構造体10の上下の膜体13を貫挿さ
せてネット20に固定する。ロープ材62をネット20
に連結する手段としては、例えばロープ材62の巻き付
け、溶接、クリップ止め等を採用できる。本実施例にお
いては、軽量なハニカム構造体10をアンカー60を介
して押さえ付けることができるため、施工中だけでなく
施工後においてもハニカム構造体10の安定性が向上す
る利点がある。
Second Embodiment FIG. 4 shows another embodiment in which a plurality of anchors 60 are used for construction. The anchor 60 is composed of a substrate 61 and a rope member 62 whose one end is connected to the substrate 61,
The substrate 61 placed on the roadbed 40 is embedded in the roadbed 50, and the free ends of the rope members 62 projecting from the upper surface of the roadbed 50 are lightly stretched to insert the upper and lower film bodies 13 of the honeycomb structure 10 into the net. Fix at 20. Net 20 rope material 62
As a means for connecting to, the rope material 62 may be wound, welded, clipped, or the like. In this embodiment, since the lightweight honeycomb structure 10 can be pressed via the anchor 60, there is an advantage that the stability of the honeycomb structure 10 is improved not only during the construction but also after the construction.

【0019】[0019]

【実施例3】図5,6は隣り合う複数ブロックのハニカ
ム構造体10間を接続金具70を使用して連結する実施
例を示す。接続金具70は図6に示すように矩形の矩形
の接続枠71と接続枠71の角部に一体で同一方向に垂
設した複数の脚72とにより構成される。図5はハニカ
ム構造体10a〜10dの4ブロックを連結する場合の
平面図で、接続金具70の各脚71を各ハニカム構造体
10a〜10dの角部に貫挿し、モルタルや樹脂等の固
化材80を充填した状態を示す。脚72を貫挿する各ハ
ニカム構造体10の位置は、連結強度を考慮するとハニ
カム構造体10の外側より1個又は2個程度離れた空間
12内が望ましい。また接続金具70は隣り合うハニカ
ム構造体10の上位又は下位の片方からのみ貫挿する
か、或いは上下両方向から貫挿する。ハニカム構造体1
0に取り付けてある膜体13は、脚72の挿入予定位置
のみ取り除いておく。また接続金具70を用いて連結で
きるハニカム構造体10の数は4ブロックに限定される
ものではなく、2ブロック以上の連結が可能である。本
実施例にあっては、固化材80がハニカム構造体10の
一部の空間12(側壁11で囲まれた筒)に接面して連
結できるため、連結箇所が少なくとも大きな連結強度が
得られ、しかも各ハニカム構造体10の接触面が不揃い
でも容易に連結できる利点がある。尚、固化材80を充
填した空間12は保水機能を喪失するが、固化材80の
充填箇所の数が少なくて済むため、全体的に見て透水性
舗装の保水性能に大きな影響を与える心配はない。
[Embodiment 3] FIGS. 5 and 6 show an embodiment in which a plurality of adjacent honeycomb structures 10 of a plurality of blocks are connected using a connecting fitting 70. As shown in FIG. 6, the connection fitting 70 is composed of a rectangular connection frame 71 and a plurality of legs 72 that are integrally provided at the corners of the connection frame 71 so as to vertically extend in the same direction. FIG. 5 is a plan view in the case of connecting the four blocks of the honeycomb structures 10a to 10d, in which each leg 71 of the connecting fitting 70 is inserted into the corner portion of each of the honeycomb structures 10a to 10d to solidify the mortar or resin. The state where 80 is filled is shown. The position of each honeycomb structure 10 that penetrates the leg 72 is preferably in the space 12 which is separated from the outside of the honeycomb structure 10 by one or two in consideration of the connection strength. In addition, the connecting fitting 70 is inserted only from one of the upper and lower sides of the adjacent honeycomb structures 10, or is inserted from both upper and lower directions. Honeycomb structure 1
With respect to the film body 13 attached to 0, only the planned insertion position of the leg 72 is removed. Further, the number of honeycomb structures 10 that can be connected using the connection fittings 70 is not limited to four blocks, and two or more blocks can be connected. In the present embodiment, the solidifying material 80 can be brought into contact with the space 12 (a cylinder surrounded by the side wall 11) in a part of the honeycomb structure 10 so that the solidified material 80 can be connected to at least a large connecting strength. Moreover, there is an advantage that even if the contact surfaces of the respective honeycomb structures 10 are not uniform, they can be easily connected. Although the space 12 filled with the solidifying material 80 loses the water retaining function, since the number of the filling portions of the solidifying material 80 is small, there is no concern that the water retaining performance of the water-permeable pavement will be greatly affected as a whole. Absent.

【0020】[0020]

【実施例4】以上の各実施例1〜3を適宜組み合わせて
施工しても良い。
[Fourth Embodiment] The above-described first to third embodiments may be combined appropriately for construction.

【0021】[0021]

【発明の効果】本発明は次の特有の効果を奏する。 <イ> ハニカム構造体と透水覆工層の間にネットを介
在させたことで、ハニカム構造体の複数ブロックを簡易
に連結できると共に、透水覆工層の補強を図ることもで
きる。特に透水覆工層の強度を維持したまま薄肉に設計
できるので、透水覆工材料の使用量を低減できて経済的
である。 <ロ> ハニカム構造体の側面を接面させずに連結でき
るから、ハニカム構造体の敷設作業とその連結に手数が
掛からず、施工性が向上する。 <ハ> ハニカム構造体の内部が空洞となっているた
め、透水性舗装内に入り込んだ目詰まり物質の負圧吸引
が可能となり、透水性舗装のメンテナンスが容易であ
る。 また負圧吸引のための設備は小型の市販品を使用
でき、特別な大型専用設備が不要となり、メンテナンス
コストを低減できる。 <ニ> アンカーの使用により施工中及び施工後におけ
るハニカム構造体の安定性が良くなる。 <ホ> 接続金具を用いてハニカム構造体の複数ブロッ
ク間を強固に接続でき、しかも接続部の応力集中を回避
してハニカム構造体の破損を回避できる。 <へ> ヒートアイランド現象を解消できると共に、吸
音効果が向上する。
The present invention has the following unique effects. <B> By interposing the net between the honeycomb structure and the water permeable cover layer, a plurality of blocks of the honeycomb structure can be easily connected and the water permeable cover layer can be reinforced. In particular, since the thin wall can be designed while maintaining the strength of the water-permeable lining layer, the amount of the water-permeable lining material used can be reduced, which is economical. <B> Since the honeycomb structures can be connected without the side surfaces being in contact with each other, the laying work of the honeycomb structures and the connection thereof can be done easily, and the workability is improved. <C> Since the inside of the honeycomb structure is hollow, it is possible to suck negative pressure of the clogging material that has entered the water-permeable pavement, and maintenance of the water-permeable pavement is easy. In addition, a small commercial product can be used as the equipment for negative pressure suction, and a special large-scale dedicated equipment is not required, and maintenance costs can be reduced. <D> The use of the anchor improves the stability of the honeycomb structure during and after construction. <E> It is possible to firmly connect the plurality of blocks of the honeycomb structure by using the connection fittings, and further, it is possible to avoid the stress concentration at the connection portion and avoid the damage of the honeycomb structure. <To> The heat island phenomenon can be eliminated and the sound absorption effect is improved.

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

【図1】 実施例1に係る透水性舗装の斜視図FIG. 1 is a perspective view of a water-permeable pavement according to a first embodiment.

【図2】 ハニカム構造体の一部を破断した拡大図FIG. 2 is an enlarged view in which a part of the honeycomb structure is broken.

【図3】 完成した透水性舗装の断面図[Figure 3] Cross-sectional view of the completed water-permeable pavement

【図4】 アンカーを用いた実施例2に係る透水性舗装
の断面図
FIG. 4 is a sectional view of a water-permeable pavement according to a second embodiment using anchors.

【図5】 接続金具を用いた実施例3に係るハニカム構
造体の平面図
FIG. 5 is a plan view of a honeycomb structure according to Example 3 using a connecting fitting.

【図6】 接続金具の斜視図FIG. 6 is a perspective view of the connection fitting.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 被舗装面上に上下方向に開放した多数
の空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成して
構築する透水性舗装において、 ハニカム構造体と透水覆工層の間に複数ブロックのハニ
カム構造体を被覆する寸法のネットを介挿し、 ハニカム構造体とネットと透水覆工層とを一体に接合し
たことを特徴とする、透水性舗装。
1. A water-permeable pavement constructed by laying a plurality of blocks of honeycomb structure having a large number of vertically open spaces on a paved surface and forming a water-permeable lining layer on the upper surface of the honeycomb structure. In the above, a net having a size that covers a plurality of blocks of the honeycomb structure is inserted between the honeycomb structure and the water permeable covering layer, and the honeycomb structure, the net and the water permeable covering layer are integrally bonded. , Permeable pavement.
【請求項2】 被舗装面上に上下方向に開放した多数
の空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成して
構築する透水性舗装において、 ハニカム構造体と透水覆工層の間に複数ブロックのハニ
カム構造体を被覆する寸法のネットを介挿して一体に接
合すると共に、 被舗装面に定着したアンカーの自由端をハニカム構造体
に接続したことを特徴とする、 透水性舗装。
2. A water-permeable pavement constructed by laying a plurality of blocks of a honeycomb structure having a large number of vertically open spaces on a surface to be paved and forming a water-permeable lining layer on the upper surface of the honeycomb structure. In, the honeycomb structure and the water-permeable lining layer were joined together by inserting a net of a size that covers the honeycomb structure of multiple blocks, and the free end of the anchor anchored on the paved surface was formed into the honeycomb structure. Water-permeable pavement characterized by being connected.
【請求項3】 被舗装面上に上下方向に開放した多数
の空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成して
構築する透水性舗装において、 隣り合う複数のハニカム構造体のブロック間に跨がって
配置した接続金具の各脚が接続予定の各ハニカム構造体
に貫挿すると共に、 前記脚を貫挿したハニカム構造体の空間内に固化材を充
填して接続金具と各ハニカム構造体との間を固着したこ
とを特徴とする、 透水性舗装。
3. A water-permeable pavement constructed by laying a plurality of blocks of a honeycomb structure having a large number of vertically open spaces on a surface to be paved and forming a water-permeable lining layer on the upper surface of the honeycomb structure. In, while each leg of the connecting fitting arranged across the blocks of a plurality of adjacent honeycomb structures is inserted into each honeycomb structure to be connected, in the space of the honeycomb structure into which the legs are inserted. A water-permeable pavement characterized by being filled with a solidifying material to fix the space between the fitting and each honeycomb structure.
【請求項4】 請求項1〜3のいずかにおいて、ハニ
カム構造体の少なくとも上部全域が透水性及び通水性を
有する膜体で覆われていることを特徴とする、透水性舗
装。
4. The water-permeable pavement according to claim 1, wherein at least the entire upper portion of the honeycomb structure is covered with a film having water permeability and water permeability.
【請求項5】 被舗装面上に上下方向に開放した多数
の空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成する
透水性舗装の施工方法において、 ハニカム構造体の上面に、複数ブロックに跨がる寸法の
ネットを敷設し、 ネットの上面に接着性を有する透水覆工層を打設するこ
とを特徴とする、 透水性舗装の施工方法。
5. A method for constructing a water-permeable pavement in which a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a surface to be paved and a water-permeable lining layer is formed on the upper surface of the honeycomb structure. In the above, the method for constructing a water-permeable pavement is characterized in that a net having a size spanning a plurality of blocks is laid on the upper surface of the honeycomb structure, and a water-permeable lining layer having adhesiveness is formed on the upper surface of the net. .
【請求項6】 被舗装面上に上下方向に開放した多数
の空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成する
透水性舗装の施工方法において、 被舗装面にアンカーを定着し、 ハニカム構造体の上面に、複数ブロックに跨がる寸法の
ネットを敷設し、 アンカーの自由端をハニカム構造体に一体に接続したこ
とを特徴とする、 透水性舗装の施工方法。
6. A method for constructing a water-permeable pavement in which a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a surface to be paved and a water-permeable lining layer is formed on the upper surface of the honeycomb structure. In the above, the anchor is fixed on the paved surface, a net having a size spanning a plurality of blocks is laid on the upper surface of the honeycomb structure, and the free end of the anchor is integrally connected to the honeycomb structure, Construction method of water-permeable pavement.
【請求項7】 被舗装面上に上下方向に開放した多数
の空間を有する複数ブロックのハニカム構造体を敷き並
べ、前記ハニカム構造体の上面に透水覆工層を形成する
透水性舗装の施工方法において、 複数の脚を有する接続金具を隣り合う複数のハニカム構
造体のブロック間に掛け渡し、 各脚を貫挿した各ハニカム構造体の一部の空間内に固化
材を充填して接続金具と各ハニカム構造体との間を固着
することを特徴とする、 透水性舗装の施工方法。
7. A method of constructing a water-permeable pavement in which a plurality of blocks of honeycomb structure having a large number of vertically open spaces are laid on a paved surface and a water-permeable lining layer is formed on the upper surface of the honeycomb structure. In, the connection fitting having a plurality of legs is hung between the blocks of a plurality of adjacent honeycomb structures, the solidification material is filled in a part of the space of each honeycomb structure through which the legs are inserted to form a connection fitting. A method for constructing a water-permeable pavement, characterized in that the honeycomb structure is fixed to each other.
JP14845394A 1994-06-07 1994-06-07 Water permeable pavement and its constructing method Pending JPH07331602A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14845394A JPH07331602A (en) 1994-06-07 1994-06-07 Water permeable pavement and its constructing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14845394A JPH07331602A (en) 1994-06-07 1994-06-07 Water permeable pavement and its constructing method

Publications (1)

Publication Number Publication Date
JPH07331602A true JPH07331602A (en) 1995-12-19

Family

ID=15453116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14845394A Pending JPH07331602A (en) 1994-06-07 1994-06-07 Water permeable pavement and its constructing method

Country Status (1)

Country Link
JP (1) JPH07331602A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100272514A1 (en) * 2005-02-11 2010-10-28 Peter Hart Water detention system incorporating a composite drainage membrane
CN112281561A (en) * 2020-10-16 2021-01-29 河南璟信工程监理有限公司 Heavy-load long-service-life highway structure and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100272514A1 (en) * 2005-02-11 2010-10-28 Peter Hart Water detention system incorporating a composite drainage membrane
US8834065B2 (en) * 2005-02-11 2014-09-16 Formpave Holdings, Limited Water detention system incorporating a composite drainage membrane
CN112281561A (en) * 2020-10-16 2021-01-29 河南璟信工程监理有限公司 Heavy-load long-service-life highway structure and construction method
CN112281561B (en) * 2020-10-16 2022-08-09 河南璟信工程监理有限公司 Heavy-load long-service-life highway structure and construction method

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