JPH0218151Y2 - - Google Patents

Info

Publication number
JPH0218151Y2
JPH0218151Y2 JP1993786U JP1993786U JPH0218151Y2 JP H0218151 Y2 JPH0218151 Y2 JP H0218151Y2 JP 1993786 U JP1993786 U JP 1993786U JP 1993786 U JP1993786 U JP 1993786U JP H0218151 Y2 JPH0218151 Y2 JP H0218151Y2
Authority
JP
Japan
Prior art keywords
curb
slit
groove
groove body
edge
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
Application number
JP1993786U
Other languages
Japanese (ja)
Other versions
JPS62133784U (en
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 JP1993786U priority Critical patent/JPH0218151Y2/ja
Publication of JPS62133784U publication Critical patent/JPS62133784U/ja
Application granted granted Critical
Publication of JPH0218151Y2 publication Critical patent/JPH0218151Y2/ja
Expired legal-status Critical Current

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  • Road Paving Structures (AREA)
  • Sewage (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は歩道と車道の境界或いは道路の側溝等
として設置する排水溝に関するものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a drainage ditch installed at the boundary between a sidewalk and a roadway or as a side ditch of a road.

(従来の技術) 歩道と車道の境界には通常L型溝が設置され、
その下に設置されたU字溝に集水桝を通じて排水
するようになつている。ところが降雪地では除雪
器械により縁石の表層が削られることが良くあ
り、非常に美観を損うとともに、降雨時にはL型
溝の隅部に泥砂が堆積しまた乾燥して飛散を繰返
すので環境も著しく損なわれる。U字溝の蓋とし
てグレーチングを使用すれば水捌けの悪さは解消
されるが、設備費が高価になり、ハイヒールが嵌
りこんだり腐蝕や盗難の問題を生ずる。
(Conventional technology) An L-shaped groove is usually installed at the boundary between the sidewalk and the roadway.
Drainage is conducted through a catch basin into a U-shaped ditch installed below. However, in snowy areas, the surface layer of curbstones is often scraped away by snow removal equipment, which seriously impairs the aesthetic appearance, and when it rains, mud accumulates in the corners of the L-shaped groove, and when it dries, it repeatedly scatters, which is extremely harmful to the environment. be damaged. If grating is used as a cover for the U-shaped groove, the problem of poor water drainage will be solved, but the equipment will be expensive, and it will cause problems such as high heels getting stuck in, corrosion, and theft.

(技術的課題) そこで本考案は路上の水、泥砂等をどこからで
も取り入れられかつコストを低廉に抑える目的を
もつてスリツト式とするとともに、このスリツト
にヒールや車輪などが落込まないように縁石を組
合せた排水溝を提供するものである。
(Technical issue) Therefore, the present invention uses a slit type to take in water, mud, etc. from anywhere on the road and keep costs low, and also prevents heels and wheels from falling into the slits. This provides a drainage ditch that combines the following.

(技術的手段) 即ち本考案は、内部の通水路1に通じるスリツ
ト2を長手方向に沿つて上面に開口した溝本体3
と、溝本体3の上面に設置する縁石4とから成
り、縁石4はその前縁5がスリツト2の前縁6と
同じかより前方の位置で固着されるとともに、一
部又は全ての縁石4の前下縁にスリツト2へ通じ
る導水切欠7を有することを特徴とする排水溝で
ある。
(Technical means) That is, the present invention has a groove main body 3 in which a slit 2 communicating with an internal water passage 1 is opened on the upper surface along the longitudinal direction.
and a curb 4 installed on the upper surface of the groove body 3. The front edge 5 of the curb 4 is fixed at the same position as the front edge 6 of the slit 2 or at a position further forward, and a part or all of the curb 4 is fixed. This drainage channel is characterized by having a water guide notch 7 leading to the slit 2 on the front lower edge of the drain channel.

(実施例) 以下図示実施例により説明する。実施例のもの
は、内部に円弧形底面8の通水路1を有する溝本
体3と、標準型、切下型及び両型のつなぎ型の3
種の縁石4A,4C及び4Bとを備えており、溝
本体3は上面に、長手方向に沿つたスリツト2を
有し、これにより通水路1へ水等を導入する。9
はスリツト2より前方の本体上面に形成した導入
用の傾斜面、10は溝本体1の端面に通水路1を
囲むように形成した目地溝で、ゴム製の目地材を
嵌合する。11は溝本体1の内方の上部側面に設
けたボルト孔、12はそこへボルトを挿入するた
めの凹穴を示す。前述の3種の縁石4A,4B,
4Cはスリツト2より外側の上面を前記傾斜面9
より低位の載置面13として設置され、設置に際
しては、溝本体1の継ぎ目に縁石4A〜4Cが位
置するように配置し(第1図)、本体1とはコン
クリート接着剤14により固着する。なお、各縁
石4A〜4Cと溝本体1とはボルトを用いて緊締
しても良く、その場合は各縁石4A〜4Cにボル
ト通孔、溝本体載置面13の要所にボルト穴を形
成する(図示せず)。
(Example) The following will be explained using illustrated examples. The example includes a groove main body 3 having a passageway 1 with an arcuate bottom surface 8 inside, and three types: a standard type, a cut-down type, and a joint type of both types.
The groove main body 3 has a longitudinally extending slit 2 on the upper surface thereof, thereby introducing water etc. into the water passage 1. 9
10 is a slope for introduction formed on the upper surface of the main body in front of the slit 2, and 10 is a joint groove formed on the end face of the groove main body 1 so as to surround the water passage 1, into which a rubber joint material is fitted. Reference numeral 11 indicates a bolt hole provided on the inner upper side surface of the groove body 1, and reference numeral 12 indicates a recessed hole into which a bolt is inserted. The three types of curb stones 4A, 4B,
4C, the upper surface outside the slit 2 is the inclined surface 9.
It is installed as a lower mounting surface 13, and when installed, the curb stones 4A to 4C are placed at the joints of the groove main body 1 (FIG. 1), and are fixed to the main body 1 with a concrete adhesive 14. In addition, each curb 4A to 4C and the groove body 1 may be tightened using bolts, and in that case, bolt holes are formed in each of the curbs 4A to 4C and bolt holes are formed at important points on the groove body mounting surface 13. (not shown).

スリツト2は上端(外端)で狭く、下端(内
端)で広がつたテーパ状の断面形状を有する。そ
こへ上からかぶさるように標準縁石4Aが設置さ
れ、縁石4は実施例では前縁5がスリツト2の前
縁6に衝止してスリツト2を塞ぐ寸法、外形を有
するが標準縁石4Aは前下縁にスリツト2へ通じ
る鉤形の導入切欠7(斜めの面取状切欠でも良
い)を有するので切欠7により傾斜面9との間に
間隙Gが形成される。この間隙Gは標準縁石4A
の箇所では連結して開口するがつなぎ縁石4B及
び自動車乗入用の切下縁石4Cの箇所ではなくな
る(第4図、第5図参照)。なおスリツト2は溝
本体3の全長に亘つて形成しても良いが、実施例
のものは両端等所要部に接合部16を設け、施工
後、土圧に対抗するのに十分な強度をもたせてい
る。前記間隙Gはスリツト2の最狭部よりもさら
に狭く、仮にハイヒールや自転車の車輪等が斜め
に入り込もうとしても嵌らない寸法に設定されて
いる。そのため泥土等が途中で詰るおそれはな
い。また実施例では縁石4とスリツト2の前縁
5,6が一致する場合のみを記載したが、縁石前
縁6はより前方へ突出させてもよい。
The slit 2 has a tapered cross-sectional shape that is narrow at the upper end (outer end) and widened at the lower end (inner end). A standard curb 4A is installed so as to cover it from above, and in the embodiment, the curb 4 has dimensions and an external shape such that its front edge 5 hits the front edge 6 of the slit 2 and closes the slit 2, but the standard curb 4A is Since the lower edge has a hook-shaped introduction notch 7 (a diagonal chamfered notch may be used) leading to the slit 2, a gap G is formed between the notch 7 and the inclined surface 9. This gap G is standard curb 4A
It connects and opens at the location, but not at the location of the connecting curb 4B and the cut-down curb 4C for vehicle entry (see FIGS. 4 and 5). The slit 2 may be formed over the entire length of the groove body 3, but in the example, joints 16 are provided at required parts such as both ends, so that the slit 2 has sufficient strength to withstand earth pressure after construction. ing. The gap G is narrower than the narrowest part of the slit 2, and is set to such a size that even if a high heel or a bicycle wheel tries to enter at an angle, it will not fit therein. Therefore, there is no risk of mud etc. clogging the middle. Further, in the embodiment, only the case where the front edges 5 and 6 of the curb 4 and the slit 2 coincide with each other has been described, but the front edge 6 of the curb may be made to protrude further forward.

(考案の作用) 故に本案排水溝は、基礎工事を施した地盤に溝
本体3を順次継ぎ足しボルトで緊締しながら設置
し、その載置面13に接着剤14を用いて必要な
縁石4A或いは4B,4Cを前述の如く固着させ
ることにより施工でき、標準縁石4Aを本体上に
設置した箇所では道路側に傾斜面9を介して間隙
Gが開口し、それ以外の縁石4B,4Cとの間で
はスリツト2は閉塞されるので自動車等の乗入れ
により支障は生ぜず雨水、土砂等を必要以上に入
り込ませることがない。
(Operation of the invention) Therefore, in the proposed drainage ditch, the ditch main body 3 is installed on the ground where foundation work has been performed, while being tightened with bolts, and the necessary curb stones 4A or 4B are attached to the mounting surface 13 using adhesive 14. , 4C as described above, a gap G is opened on the road side through the slope 9 at the location where the standard curb 4A is installed on the main body, and a gap G is opened between the other curbs 4B and 4C. Since the slit 2 is closed, there is no problem with the entry of automobiles, etc., and rainwater, dirt, etc. are not allowed to enter more than necessary.

(考案の効果) 本考案は以上の如く構成されかつ作用するの
で、路上の雨水や泥砂を従来のL型溝のように溜
めることがなく通水路1内へスリツト2より流し
込むことができ、したがつて乾燥時路上に埃が立
つことがなくなり、各縁石4は溝本体3に固着し
たものであるから、剥して交換することができ、
新たに自動車乗入れ箇所を作つたり、破損した縁
石を交換修理するようなことも容易に行なうこと
ができ、さらにスリツト2はそのまま上向きに開
口しないので、グレーチングのようにハイヒール
等を嵌りこませず、しかも施工に要する費用はグ
レーチング式の場合より低価額で済む等実用上顕
著な効果がある。
(Effects of the invention) Since the present invention is constructed and operates as described above, rainwater and mud on the road can be flowed into the water passage 1 through the slit 2 without accumulating as in the conventional L-shaped groove. As a result, there is no more dust on the road when it dries, and since each curbstone 4 is fixed to the groove body 3, it can be removed and replaced.
You can easily create a new entry point for cars or replace or repair a damaged curb.Furthermore, since the slit 2 does not open upward, unlike grating, high heels etc. do not fit into it. Moreover, the construction cost is lower than that of the grating type, which has a significant practical effect.

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

図面は本考案に係る排水溝の1実施例を示すも
ので第1図は斜視図、第2図は縁石3種の斜視
図、第3図は端面図、第4図は溝本体につなぎ縁
石をのせた部分の断面図、第5図は標準縁石部分
の部分断面図である。 1……通水路、2……スリツト、3……溝本
体、4,4A,4B,4C……縁石、5,6……
前縁、7……導水切欠、A……間隙。
The drawings show one embodiment of the drainage ditch according to the present invention. Figure 1 is a perspective view, Figure 2 is a perspective view of three types of curb stones, Figure 3 is an end view, and Figure 4 shows a curb connected to the groove body. FIG. 5 is a partial sectional view of a standard curb stone section. 1... Water channel, 2... Slit, 3... Groove body, 4, 4A, 4B, 4C... Curb, 5, 6...
Leading edge, 7... Water guide notch, A... Gap.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内部の通水路1に通じるスリツト2を長手方向
に沿つて上面に開口した溝本体3と、溝本体3の
上面に設置する縁石4とから成り、縁石4はその
前縁5がスリツト2の前縁6と同じかより前方の
位置で固着されるとともに、一部又は全ての縁石
4の前下縁にスリツト2へ通じる導水切欠7を有
することを特徴とする排水溝。
It consists of a groove body 3 in which a slit 2 communicating with an internal water passage 1 is opened on the upper surface along the longitudinal direction, and a curb 4 installed on the upper surface of the groove body 3. The front edge 5 of the curb 4 is located in front of the slit 2. A drain groove characterized in that it is fixed at the same position as the edge 6 or further forward, and has a water guide notch 7 leading to the slit 2 on the front lower edge of some or all of the curb stones 4.
JP1993786U 1986-02-14 1986-02-14 Expired JPH0218151Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993786U JPH0218151Y2 (en) 1986-02-14 1986-02-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993786U JPH0218151Y2 (en) 1986-02-14 1986-02-14

Publications (2)

Publication Number Publication Date
JPS62133784U JPS62133784U (en) 1987-08-22
JPH0218151Y2 true JPH0218151Y2 (en) 1990-05-22

Family

ID=30814984

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993786U Expired JPH0218151Y2 (en) 1986-02-14 1986-02-14

Country Status (1)

Country Link
JP (1) JPH0218151Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006257739A (en) * 2005-03-17 2006-09-28 Ito Yogyo Co Ltd Water channel block with curbstone, and drain structure of paved road surface using the same
JP4674911B2 (en) * 2007-11-05 2011-04-20 大和クレス株式会社 Boundary member for side gutter at pedestrian crossing connection
JP5002785B2 (en) * 2010-05-27 2012-08-15 草竹コンクリート工業株式会社 Underwater channel block
JP6534145B2 (en) * 2017-11-29 2019-06-26 正剛 大嶋 L-shaped walkway road boundary drainage block with slit
JP7291450B1 (en) * 2022-06-24 2023-06-15 正剛 大嶋 Semi-flat culvert by sidewalk boundary block

Also Published As

Publication number Publication date
JPS62133784U (en) 1987-08-22

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