JPH0739986Y2 - Drainage - Google Patents

Drainage

Info

Publication number
JPH0739986Y2
JPH0739986Y2 JP8452589U JP8452589U JPH0739986Y2 JP H0739986 Y2 JPH0739986 Y2 JP H0739986Y2 JP 8452589 U JP8452589 U JP 8452589U JP 8452589 U JP8452589 U JP 8452589U JP H0739986 Y2 JPH0739986 Y2 JP H0739986Y2
Authority
JP
Japan
Prior art keywords
block
channel
water collecting
collecting groove
road surface
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 - Lifetime
Application number
JP8452589U
Other languages
Japanese (ja)
Other versions
JPH0325674U (en
Inventor
勉 松尾
輝夫 若山
清次 金子
Original Assignee
第一機材株式会社
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 第一機材株式会社 filed Critical 第一機材株式会社
Priority to JP8452589U priority Critical patent/JPH0739986Y2/en
Publication of JPH0325674U publication Critical patent/JPH0325674U/ja
Application granted granted Critical
Publication of JPH0739986Y2 publication Critical patent/JPH0739986Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔考案の目的〕 (産業上の利用分野) 本考案は路面の側溝などとして埋設施工される排水路に
関し、特に円形水路と称されて上面に幅狭なスリット状
の集水溝を有する排水路に関する。
[Detailed Description of the Invention] [Object of the Invention] (Industrial field of application) The present invention relates to a drainage channel to be buried as a side ditch of a road surface, and is particularly referred to as a circular channel, and has a narrow slit-like top surface. The present invention relates to a drainage channel having a water collection groove.

(従来の技術) 近年では、第5図に示す如く、路面Aの雨水等の排水用
側溝として円形排水路1が設けられることが多くなって
来た。この円形排水路1は内部中央に丸穴2aを貫通し且
つその真上に幅狭なスリット状の開口部2bを開口した適
当長さのコンクリート製の水路構成ブロック2を多数個
敷き並べて埋設し、この水路構成ブロック2上に集水溝
構成品3を取付けて、路面A上の雨水等を該集水溝から
スリット状開口部2bを介してブロック2内の丸穴2aに排
水可能にしている。この集水溝構成品3は、ステンレス
製のL字状をなす左右一対の溝側板4,4を前記水路構成
ブロック2上面両側部にそれぞれアンカーボルト5を介
して立設状態に取付け固定し、この左右の溝側板4,4相
互の上部段部に載架するようにしてダクタイル鋳鉄製な
どの適当長さのスリット付き溝蓋(グレーチング)6を
嵌め込んだ構成である。なお前記路面Aはモルタル下地
層aの上に化粧ブロック等の舗装材bを設けて構成され
ている。
(Prior Art) In recent years, as shown in FIG. 5, a circular drainage channel 1 is often provided as a gutter for draining rainwater and the like on a road surface A. This circular drainage channel 1 has a large number of concrete water channel building blocks 2 of a proper length, which penetrate a round hole 2a in the center of the inside and have a narrow slit-shaped opening 2b right above the channel, and lay them in a line. A water collecting groove component 3 is attached on the water channel forming block 2 so that rainwater or the like on the road surface A can be drained from the water collecting groove to the round hole 2a in the block 2 through the slit-shaped opening 2b. There is. In this water collection groove component 3, a pair of left and right groove side plates 4, 4 made of stainless steel and having an L shape are attached and fixed to both sides of the upper surface of the water channel component block 2 in an upright state via anchor bolts 5, respectively. The left and right groove side plates 4, 4 are mounted on the upper step portions of each other, and a grooved cover (grating) 6 with a slit having an appropriate length, such as ductile cast iron, is fitted therein. The road surface A is constructed by providing a paving material b such as a decorative block on the mortar base layer a.

こうした円形排水路1であれば、排水量が多い割りには
集水溝の開口溝幅が狭くて済み、路面の有効面積を広く
できると共に、その集水溝構成品3の小形軽量化が図れ
て経済的である。
With such a circular drainage channel 1, although the drainage channel has a large amount of drainage, the opening groove width of the water collection channel can be narrowed, the effective area of the road surface can be widened, and the water collection channel component 3 can be made compact and lightweight. It is economical.

(考案が解決しようとする問題点) ところで、上述した従来の排水路1では、集水溝構成品
3の左右溝側板4,4を水路構成ブロック2上面にアンカ
ー5により直接固定しているので、この排水溝構成品3
上端面を路面Aと面一にするには、該水路構成ブロック
2自体の地中への敷設深さを正確にしなければならず、
そのレベル出しが非常に面倒で困難であった。特に路面
下に敷設される水路構成ブロック2は該路面Aに関係な
く排水の流れ勾配を付ける必要があるが、こうした場合
には排水溝構成品3上端面を路面Aと面一となることが
困難となる問題があった。
(Problems to be solved by the invention) By the way, in the above-described conventional drainage channel 1, since the left and right groove side plates 4, 4 of the water collection channel component 3 are directly fixed to the upper surface of the channel configuration block 2 by the anchor 5. , This drainage component 3
In order to make the upper end surface flush with the road surface A, the laying depth of the waterway construction block 2 itself in the ground must be accurate,
The leveling was very troublesome and difficult. In particular, the waterway construction block 2 laid under the road surface needs to have a drainage flow gradient regardless of the road surface A. In such a case, the upper end surface of the drainage channel component 3 may be flush with the road surface A. There was a difficult problem.

本考案は上記事情に鑑みなされたもので、水路構成ブロ
ック上面に取付ける集水溝構成品を簡単に高さ調整でき
て、その上端面を正確に路面と面一にレベル出しするこ
とができる排水路を提供することを目的とする。
The present invention has been made in view of the above circumstances, and the height of a water collecting groove component mounted on the upper surface of a water channel constructing block can be easily adjusted, and the upper end surface of the drainage can be accurately leveled with the road surface. The purpose is to provide a path.

〔考案の構成〕[Constitution of device]

(問題を解決するための手段) 本考案は上記目的を達成すべく、上面に長手方向に亘り
スリット状の開口部を持つ水路構成ブロックを路面下に
敷設し、この水路構成ブロックの上面に、左右溝側板を
互いに連結部材により平行間隔を存して結合し且つ左右
に張り出す脚部を有した集水溝構成品を取付けてなる排
水路において、前記水路構成ブロックの上面にアンカー
ボルトを取付け、前記集水溝構成品の脚部に前記アンカ
ーボルトに対応する取付穴を形成し、この取付穴を前記
アンカーボルトに嵌め込み、前記集水溝構成品の脚部
を、前記アンカーボルトに螺着した一対のナットで上下
から挟み込んで締付けることにより、前記集水溝構成品
をその上端面が前記路面と面一となる状態に前記水路構
成ブロックの上に高さ調整可能に取付けた構成としたこ
とを特徴とする。
(Means for Solving the Problem) In order to achieve the above object, the present invention lays a waterway construction block having a slit-shaped opening in the upper surface in the longitudinal direction under the road surface, and on the upper surface of the waterway construction block, Anchor bolts are attached to the upper surface of the water channel construction block in a drainage channel in which the left and right channel side plates are connected by a connecting member at parallel intervals and have leg portions that project to the left and right. , Forming a mounting hole corresponding to the anchor bolt in the leg portion of the water collecting groove component, fitting the mounting hole into the anchor bolt, and screwing the leg portion of the water collecting groove component to the anchor bolt By sandwiching and tightening with a pair of nuts from above and below, the water collecting groove component is mounted on the water channel constructing block such that its upper end surface is flush with the road surface and the height is adjustable. It is characterized by being successful.

(作用) 上記構成の本考案の排水路では、路面下に水路構成ブロ
ックを排水の流れ勾配を付けて敷設した後、その水路構
成ブロック上に集水溝構成品の左右脚部をアンカーボル
トおよびこのボルトに螺着けた一対のナットにより高さ
調整して取付ける。これで集水溝構成品をこの上端面が
路面と面一となる状態に簡単且つ確実にレベル出しして
施工できるようになる。
(Operation) In the drainage channel of the present invention having the above configuration, after the waterway component block is laid under the road surface with a drainage flow gradient, the left and right legs of the water collection groove component are anchored to the water channel component block by anchor bolts and Adjust the height with a pair of nuts screwed to this bolt. This allows the water collecting groove component to be easily and reliably leveled so that the upper end surface is flush with the road surface.

(実施例) 以下本考案の一実施例を第1図乃至第3図により説明す
る。ここでも前述同様路面A上の雨水等を排水する側溝
としての円形排水路11を例示する。この円形排水路11
は、内部中央に丸穴12aを貫通し且つその真上に幅狭な
スリット状の開口部12bを開口した適当長さのコンクリ
ート製の水路構成ブロック12を路面下に多数個敷き並べ
て埋設し、この水路構成ブロック12上に集水溝構成品13
を取付けた構成で、路面A上の雨水等を該集水溝からス
リット状開口部12bを介してブロック12内の丸穴12aに排
水可能である。
(Embodiment) An embodiment of the present invention will be described below with reference to FIGS. In this case as well, the circular drainage channel 11 as a gutter for draining rainwater and the like on the road surface A is exemplified here. This circular drainage channel 11
Is a concrete water channel construction block 12 of a proper length that penetrates the circular hole 12a in the inner center and has a narrow slit-shaped opening 12b directly above it and lays it under the road surface by laying a large number of the blocks. The water collecting groove component 13 is placed on the water channel component block 12.
With such a structure, the rainwater or the like on the road surface A can be drained from the water collecting groove to the round hole 12a in the block 12 through the slit-shaped opening 12b.

前記集水溝構成品13は、路面Aに開口して雨水が流れ込
む幅狭な集水溝を構成するもので、ステンレス製のL字
状をなす左右溝側板14,14を互いに幅20センチ程度の間
隔で連結部材15により平行に結合し且つ下側に左右に張
り出す脚部16,16を有し、更に左右溝側板14、14上部相
互間に嵌め込むようにしてグレーチング(細目スリット
集水溝蓋)17を取付けた構成である。なおこのグレーチ
ング17は第3図に示す如くステンレス製の左右並びに中
間プレート17a,17b,17cとこれらを平行間隔を存して結
合するクロスバー(スペーサの如き円筒スリーブとボル
トナット)17dとで構成されている。その左右プレート1
7a,17bは断面略T字形状をなし、上面にノンスリップ用
の凹凸(図示省略)が形成されている。
The water collecting groove component 13 constitutes a narrow water collecting groove which opens into the road surface A and through which rainwater flows, and the left and right groove side plates 14 and 14 made of stainless steel and having a width of about 20 cm from each other. It has leg portions 16 and 16 which are connected in parallel by a connecting member 15 at an interval of and which juts out to the left and right at the lower side, and is further fitted between the left and right groove side plates 14 and 14 to form a grating (fine slit water collecting groove lid). ) 17 is attached. As shown in FIG. 3, the grating 17 is composed of stainless steel left and right and intermediate plates 17a, 17b, 17c and a cross bar (cylindrical sleeve such as spacer and bolt nut) 17d for connecting them with a parallel interval. Has been done. Its left and right plates 1
7a and 17b have a substantially T-shaped cross section, and non-slip irregularities (not shown) are formed on the upper surface.

そして、前記集水溝構成品13はこの左右脚部16,16を水
路構成ブロック12上面両側部にそれぞれに立設したアン
カーボルト18を介して高さ調整可能に取付けられてい
る。つまり水路構成ブロック12上面両側部にはドリル等
で適当深さ穴開けして打ち込むことで複数本ずつのアン
カーボルト18が立設固定され、これらのアンカーボルト
18と対応して前記集水溝構成品13の左右脚部16,16に取
付穴16aがそれぞれ形成されている。そしてそれら左右
脚部16,16の取付穴16aをアンカーボルト18に嵌めてナッ
ト19,20を締付け調整することで、集水溝構成品13がこ
の上端面を路面Aと面一となる高さにレベル出して取付
け得るようになっている。
The water collecting groove component 13 is mounted such that the left and right leg portions 16 and 16 are height-adjustable via anchor bolts 18 provided upright on both sides of the upper surface of the water channel constituting block 12. In other words, a plurality of anchor bolts 18 are erected and fixed on both sides of the upper surface of the waterway structure block 12 by punching holes with an appropriate depth using a drill or the like and driving them.
Corresponding to 18, mounting holes 16a are formed in the left and right leg portions 16, 16 of the water collecting groove component 13, respectively. Then, by fitting the mounting holes 16a of the left and right leg portions 16 and 16 into the anchor bolt 18 and tightening and adjusting the nuts 19 and 20, the water collecting groove component 13 has a height such that the upper end surface thereof is flush with the road surface A. It is designed so that it can be mounted on a level.

なお前記集水溝構成品13の左右脚部16,16の下面部には
前記水路構成ブロック12のスリット状開口部12b内に下
端が侵入するモルタル堰止めプレート16b,16bを垂下し
ている。なおこの代わりに施工時に発泡スチロール等を
スリット状開口部12b上に嵌めてモルタル堰止めとして
も良い。
Incidentally, mortar blocking plates 16b, 16b whose lower ends invade into the slit-shaped openings 12b of the water channel forming block 12 are hung on the lower surfaces of the left and right legs 16, 16 of the water collecting groove component 13. Instead of this, styrofoam or the like may be fitted over the slit-shaped opening 12b at the time of construction so as to stop the mortar.

また前記路面下には砕石21層を設け、この上にモルタル
22層を介してベースブロック23を置き、この上にモルタ
ル24層を介して前記水路構成ブロック12を敷設してい
る。また路面Aは前述同様モルタル下地層aの上に化粧
ブロック等の舗装材bを設けて構成されている。
In addition, 21 layers of crushed stone are provided under the road surface, and mortar is placed on this.
The base block 23 is placed via 22 layers, and the waterway construction block 12 is laid on the base block 23 via 24 layers of mortar. Further, the road surface A is constructed by providing a paving material b such as a decorative block on the mortar base layer a as in the above.

而して、上述した構成の排水路の施工法は、まず路面下
に砕石21やベースブロック23等を介して水路構成ブロッ
ク12を多数個敷き並べ、かつそれら水路構成ブロック12
を排水の流れ勾配に合わせて傾斜させる。こうした後、
それら水路構成ブロック12上面両側部に立設した複数本
ずつのアンカーボルト18に集水溝構成品13の左右脚部1
6,16の取付穴16aを嵌め込み、その脚部16,16をナット1
9,20で上下から挟み込んで締付けることで、該集水溝構
成品13を水路構成ブロック12上に取付ける。この際に左
右の路面Aの高さを見て、その路面Aと集水溝構成品13
の上面(グレーチング17の左右プレート17a,17bの上端
面)とが面一となる状態に、前記ナット19,20を一度緩
めて該集水溝構成品13の高さ調整をして、ナット19,20
を本締めすると共に、水路構成ブロック12上面と集水溝
構成品13の左右脚部16,16との間に均しモルタル(調整
モルタル)a′を打設する。こうして集水溝構成品13の
レベル出し調整を行った後に、モルタル下地層aを設
け、さらに化粧ブロック等の舗装材bを敷設して路面A
を補修する。これで集水溝構成品13をこの上端面が路面
Aと面一となる状態にして施工完了し、路面A上の雨水
等が集水溝構成品13の左右溝側板14,14相互間の集水溝
からスリット状開口部12bを介してブロック12内の丸穴1
2aに排水されるようになる。
Thus, in the construction method of the drainage channel having the above-described configuration, first, a large number of the waterway configuration blocks 12 are laid under the road surface via the crushed stones 21, the base block 23, etc.
Is tilted to match the drainage flow gradient. After this,
Left and right legs 1 of the water collecting groove component 13 are attached to a plurality of anchor bolts 18 that are erected on both sides of the upper surface of the water channel structure block 12.
Insert the mounting holes 16a of 6, 16 and insert the legs 16, 16 into the nut 1
The water collection groove component 13 is mounted on the water channel component block 12 by sandwiching and tightening it from the upper and lower sides with 9,20. At this time, looking at the heights of the left and right road surfaces A, the road surface A and the water collecting groove component 13
The upper surface (upper end surfaces of the left and right plates 17a, 17b of the grating 17) are flush with each other, the nuts 19, 20 are loosened once, and the height of the water collecting groove component 13 is adjusted. , 20
While fully tightening, the leveling mortar (adjustment mortar) a'is placed between the upper surface of the water channel constructing block 12 and the left and right leg portions 16, 16 of the water collecting groove constructing body 13. After adjusting the leveling of the water collecting groove component 13 in this way, a mortar underlayer a is provided, and a paving material b such as a decorative block is laid to form a road surface A.
Repair. This completes the construction of the water collecting groove component 13 with its upper end surface flush with the road surface A, and the rainwater on the road surface A is left between the left and right groove side plates 14, 14 of the water collecting groove component 13. Round hole 1 in the block 12 from the water collection groove through the slit-shaped opening 12b
It will be drained to 2a.

なお、本考案の排水路は上記実施例のみに限定されるこ
となく、例えば第4図に示す構成の集水溝構成品30を用
いても可である。この集水溝構成品30ステンレス製平板
の左右溝側板31,31を互いに幅10センチ程度の間隔で連
結部材32により平行に結合し且つ下側に左右に張り出す
板状の脚部33,33を溶接固定した簡単な構成である。そ
の脚部33の取付穴33aを前記同様に水路構成ブロック上
面のアンカーボルトに嵌め込んで高さ調整可能に取付け
る。これでも前記実施例同様の効果が得られる。
The drainage channel of the present invention is not limited to the above-mentioned embodiment, and the water collecting groove component 30 having the configuration shown in FIG. 4 may be used. The water collecting groove component 30 The left and right groove side plates 31, 31 of a flat plate made of stainless steel are connected in parallel to each other by a connecting member 32 at intervals of about 10 cm in width, and plate-like leg portions 33, 33 projecting leftward and rightward. It has a simple structure in which welding is fixed. The mounting holes 33a of the leg portions 33 are fitted into the anchor bolts on the upper surface of the waterway structure block in the same manner as described above, and the height adjustment is possible. Even in this case, the same effect as in the above embodiment can be obtained.

〔考案の効果〕[Effect of device]

本考案の排水路は上述した如くなしたから、路面下に水
路構成ブロックを排水の流れ勾配を付けて敷設した後、
その水路構成ブロック上に集水溝構成品の左右脚部をア
ンカーボルトおよび、このボルトに螺着した一対のナッ
トにより高さ調整して取付けることで、該集水溝構成品
をこの上端面が路面と面一となる状態に簡単且つ確実に
レベル出しして施工できる効果が得られる。
Since the drainage channel of the present invention is as described above, after laying the drainage channel block under the road surface with a drainage flow gradient,
By installing the left and right legs of the water collecting groove component on the water channel constructing block by adjusting the height with anchor bolts and a pair of nuts screwed to the bolts, It is possible to easily and surely level the road so that it is flush with the road surface.

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

第1図乃至第3図は本考案の一実施例を示すもので、第
1図は施工状態の断面図、第2図は集水溝構成品の平面
図、第3図は同集水溝構成品の一部断面した斜視図、第
4図は本考案の他の実施例を示す集水溝構成品の一部断
面した斜視図、第5図は従来例を示す断面図である。 A……路面、11……排水路、12……水路構成ブロック、
12a……開口部、13,30……集水溝構成品、14,31……溝
側板,15d,32……連結部材,16,33……脚部,18……アンカ
ーボルト。
1 to 3 show an embodiment of the present invention. FIG. 1 is a sectional view of a construction state, FIG. 2 is a plan view of a water collecting groove component, and FIG. 3 is the water collecting groove. FIG. 4 is a partially sectional perspective view of a component, FIG. 4 is a partially sectional perspective view of a water collecting groove component showing another embodiment of the present invention, and FIG. 5 is a sectional view showing a conventional example. A: Road surface, 11: Drainage path, 12: Waterway building block,
12a …… Opening part, 13,30 …… Water collecting groove component, 14,31 …… Groove side plate, 15d, 32 …… Connecting member, 16,33 …… Leg part, 18 …… Anchor bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】上面に長手方向に亘りスリット状の開口部
を持つ水路構成ブロックを路面下に敷設し、この水路構
成ブロック上面に、左右溝側板を互いに連結部材により
平行間隔を存して結合し且つ左右に張り出す脚部を有し
た集水溝構成品を取付けてなる排水路において、 前記水路構成ブロックの上面にアンカーボルトを取付
け、前記集水溝構成品の脚部に前記アンカーボルトに対
応する取付穴を形成し、この取付穴を前記アンカーボル
トに嵌め込み、前記集水溝構成品の脚部を、前記アンカ
ーボルトに螺着した一対のナットで上下から挟み込んで
締付けることにより、前記集水溝構成品をその上端面が
前記路面と面一となる状態に前記水路構成ブロックの上
に高さ調整可能に取付けた構成としたことを特徴とする
排水路。
1. A waterway constructing block having a slit-shaped opening in the longitudinal direction on the upper surface is laid under the road surface, and left and right groove side plates are joined to the upper face of the waterway constructing block by a connecting member at parallel intervals. In addition, in the drainage channel formed by attaching the water collecting groove component having the leg portion protruding to the left and right, an anchor bolt is attached to the upper surface of the water channel constituting block, and the anchor bolt is attached to the leg portion of the water collecting groove component. A corresponding mounting hole is formed, the mounting hole is fitted into the anchor bolt, and the leg portion of the water collecting groove component is sandwiched by a pair of nuts screwed to the anchor bolt from above and below to tighten the collecting hole. A drainage channel, characterized in that the water channel component is mounted on the channel block so that its upper end surface is flush with the road surface and the height of the channel channel block is adjustable.
JP8452589U 1989-07-20 1989-07-20 Drainage Expired - Lifetime JPH0739986Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8452589U JPH0739986Y2 (en) 1989-07-20 1989-07-20 Drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8452589U JPH0739986Y2 (en) 1989-07-20 1989-07-20 Drainage

Publications (2)

Publication Number Publication Date
JPH0325674U JPH0325674U (en) 1991-03-15
JPH0739986Y2 true JPH0739986Y2 (en) 1995-09-13

Family

ID=31633066

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8452589U Expired - Lifetime JPH0739986Y2 (en) 1989-07-20 1989-07-20 Drainage

Country Status (1)

Country Link
JP (1) JPH0739986Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101978908B1 (en) * 2018-10-23 2019-05-15 주식회사 지구코퍼레이션 Drainage conduit having inclined gradient control structure

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4811688B2 (en) * 2009-12-09 2011-11-09 行雄 林 Road drainage device
JP5153908B2 (en) * 2010-04-23 2013-02-27 株式会社宝機材 Drainage channel for road surface

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101978908B1 (en) * 2018-10-23 2019-05-15 주식회사 지구코퍼레이션 Drainage conduit having inclined gradient control structure

Also Published As

Publication number Publication date
JPH0325674U (en) 1991-03-15

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