JPH049402U - - Google Patents

Info

Publication number
JPH049402U
JPH049402U JP4994290U JP4994290U JPH049402U JP H049402 U JPH049402 U JP H049402U JP 4994290 U JP4994290 U JP 4994290U JP 4994290 U JP4994290 U JP 4994290U JP H049402 U JPH049402 U JP H049402U
Authority
JP
Japan
Prior art keywords
water
permeable
flat plate
pavements
lower layer
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
JP4994290U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP4994290U priority Critical patent/JPH049402U/ja
Publication of JPH049402U publication Critical patent/JPH049402U/ja
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)

Description

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

(実施例)以下本考案に係る透水性コンクリー
ト平板舗道ブロツクの構造図面に依り説明する。
第1図、透水性平板舗道ブロツク球型骨材透水樹
脂モルタル部分拡大図。 セラミツク球型骨材(φ1mm〜3mm) 球
型骨材バインダー用樹脂を骨材に対し重量比6%
程度を混合し、骨材相互の接着面が点接着となる
。 第2図、透水性平板舗道ブロツク断面図。
球型透水性樹脂モルタル部分は中央部が深く、外
方向が浅く、じようろ型に成型し、雨水が中央通
水穴に流れ込む様に、水勾配を10%程度に仕上
げる。 高強度コンクリート平板の中央にφ3
0mmの通水穴を設けた空洞透視図。 高強度コ
ンクリート平板は、厚が6cm、縦30cm、横30
cmの平板で、表面上周囲部の巾2cmを除く、内面
の、外側深さ1cm中央通水穴周囲部深さ2.6cm
にし、中央に向つて、じようろ型に水勾配を取り
仕上げる。′ 球型骨材透水性樹脂モルタル部
。′ 高強度コンクリート平板に等間隔φ10
mmの通水穴4箇所を設けた空洞透視図。′ 高
強度コンクリート平板は、厚6cm、縦30cm、横
30cmの平板で表面周囲上部の巾2cmを除く内面
の深さ1cmである。 各通水穴に雨水等を流入
させる通水溝は、巾10mm、深さ5mmのU字型溝
である。 第3図、透水性コンクリート平板舗道ブロツク
平面図。 透水性コンクリート平板表面の額縁
状コンクリート周囲。 透水性コンクリート平
板中央部 通水穴透視図。 高強度コンクリー
ト平板上部透水性樹脂モルタル仕上げ表面部。
′ 透水性コンクリート平板表面の額縁状コンク
リート周囲。′ 透水性コンクリート平板4個
所の通水穴透視図。′ 高強度コンクリート平
板上部透水性樹脂モルタル仕上げ表面図。 各
通水穴に雨水を流入させる通水溝透視図。
(Example) The present invention will be explained below with reference to structural drawings of a permeable concrete flat pavement block.
Figure 1: Enlarged partial view of permeable flat pavement block spherical aggregate and permeable resin mortar. Ceramic spherical aggregate (φ1mm to 3mm) 6% weight ratio of resin for spherical aggregate binder to aggregate
By mixing the degrees of adhesion, the adhesion surfaces of the aggregates become point adhesion. Figure 2: Cross-sectional view of a permeable flat pavement block.
The spherical water-permeable resin mortar part is deep in the center and shallow towards the outside, molded into a funnel shape, with a water gradient of about 10% so that rainwater flows into the central water hole. φ3 in the center of a high-strength concrete slab
A perspective view of a cavity with a 0mm water hole. The high-strength concrete slab is 6 cm thick, 30 cm long, and 30 cm wide.
cm flat plate, except for the 2 cm width around the surface, the inner surface, outside depth 1 cm, and the center water hole periphery depth 2.6 cm.
Finish by making a funnel-shaped water slope toward the center. ′ Spherical aggregate water permeable resin mortar part. ' Equally spaced φ10 on a high-strength concrete plate
Perspective view of a cavity with 4 mm water holes. ' A high-strength concrete plate is a flat plate with a thickness of 6 cm, a length of 30 cm, and a width of 30 cm, and the inner surface depth is 1 cm except for the 2 cm width at the top of the surface. The water flow groove that allows rainwater etc. to flow into each water flow hole is a U-shaped groove with a width of 10 mm and a depth of 5 mm. Figure 3: Plan of permeable concrete slab pavement block. Frame-shaped concrete surrounding the surface of a permeable concrete plate. Perspective view of the water hole in the center of the permeable concrete plate. Water-permeable resin mortar finish surface on top of high-strength concrete slab.
′ Frame-shaped concrete surrounding the permeable concrete plate surface. ' Perspective view of water holes in four permeable concrete slabs. ′ Surface diagram of the upper part of a high-strength concrete plate finished with permeable resin mortar. A perspective view of water channels that allow rainwater to flow into each water hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 舗道用コンクリート平板で、上層部分は球状骨
材を最低量の接着剤で接着し、全体に適当な隙間
を有する透水性に成型し、下層は高強度コンクリ
ート平板に通水穴を設け、下層表面に水勾配又は
通水溝により流水性を高めた、舗道用目詰り防止
透水平板。
This is a concrete flat plate for pavements.The upper layer is made of spherical aggregate glued with the minimum amount of adhesive and molded to be water permeable with appropriate gaps throughout, and the lower layer is a high strength concrete flat plate with water holes provided on the lower layer surface. A clogging-prevention transparent horizontal board for pavements with improved water flow through water gradients or water channels.
JP4994290U 1990-05-14 1990-05-14 Pending JPH049402U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4994290U JPH049402U (en) 1990-05-14 1990-05-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4994290U JPH049402U (en) 1990-05-14 1990-05-14

Publications (1)

Publication Number Publication Date
JPH049402U true JPH049402U (en) 1992-01-28

Family

ID=31568067

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4994290U Pending JPH049402U (en) 1990-05-14 1990-05-14

Country Status (1)

Country Link
JP (1) JPH049402U (en)

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