JPH0711701A - Free gradient two-piece underdrain block - Google Patents

Free gradient two-piece underdrain block

Info

Publication number
JPH0711701A
JPH0711701A JP18542993A JP18542993A JPH0711701A JP H0711701 A JPH0711701 A JP H0711701A JP 18542993 A JP18542993 A JP 18542993A JP 18542993 A JP18542993 A JP 18542993A JP H0711701 A JPH0711701 A JP H0711701A
Authority
JP
Japan
Prior art keywords
shaped
top plate
free
water channel
block
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
JP18542993A
Other languages
Japanese (ja)
Inventor
Kunitaka Sasaki
国隆 佐々木
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP18542993A priority Critical patent/JPH0711701A/en
Publication of JPH0711701A publication Critical patent/JPH0711701A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To form a free drain gradient by providing openings or recesses in the bottom of a sectionally U-shaped waterway which is combined with a top plating having the protrusions to be engaged with the steps of the side walls of the waterway. CONSTITUTION:Plural openings 2 are formed at the bottom of a sectionally U-shaped waterway 1, and recessed steps 4 are formed inside the upper parts of the side walls of the waterway 1 to be engaged with a top plating 6. The top plating 6 is formed, which has the flat upper face, the portal lower face and protrusions 5 on both sides to be engaged with the steps 4 of the side walls of the waterway 1. The waterway 1 and the top plating 6 are combined together to place a concrete at the bottom. It is thus possible to prevent a backlash, noise and breakage when a vehicle runs.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は頂版上面を地表に露出さ
せる暗渠ブロックに係り、道路勾配にかかわらず排水勾
配を自在に形成できるようにした二分割の簡易で且つ低
コストの暗渠ブロックを提供しょうとするものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underdrain block which exposes the top surface of a top plate to the surface of the earth, and provides a simple and low-cost underdrain block which is divided into two parts so that a drainage gradient can be freely formed regardless of a road gradient. It is the one to be provided.

【0002】[0002]

【従来の技術】近年、道路や公園,広場等の降雨時にお
ける雨水等の排水を図るために図4に示すような側溝を
設けることは広く実施されていることであり、該側溝に
は蓋版16を路面に整合させ、蓋版16端部の集水穴1
7に雨水を集めて排水し、側溝部分を含め車道面その他
として利用することが行われていた。
2. Description of the Related Art In recent years, it has been widely practiced to provide a gutter as shown in FIG. 4 in order to drain rainwater and the like when it rains on roads, parks, plazas, etc. The plate 16 is aligned with the road surface, and the water collecting hole 1 at the end of the lid plate 16
Rainwater was collected and drained on 7 and used as the roadway surface including gutters.

【0003】しかし、蓋版16上の車両の通行時に車輪
が側溝部体と蓋版との境界部を通ることによってガタツ
キ,騒音が発生し付近住民の生活を妨害し、且つ車両の
通行の激しいところでは蓋版16が破損し取り替えが頻
繁に行われていた。これを解決する手段として図6の暗
渠ブロックを配設し、集水のため一定間隔で桝を設けそ
の上にグレ−チング蓋を設置することが行われている
が、高価で且つ水路深さが一定であり排水勾配が道路勾
配によって制約を受けることから、特に平坦地において
は迅速な雨水処理が困難であった。このことは、図4の
側溝ブロックにおいても同様である。
However, when the vehicle travels on the lid slab 16, the wheels pass through the boundary between the gutter body and the lid slab, which causes rattling and noise, obstructing the lives of residents in the vicinity, and violently passing the vehicle. By the way, the lid plate 16 was damaged and frequently replaced. As a means for solving this, the underdrain block shown in FIG. 6 is arranged, and basins are provided at regular intervals for collecting water, and grating lids are installed thereon, but it is expensive and the water channel depth is large. Since the drainage slope is constant and the drainage slope is restricted by the road slope, rapid rainwater treatment is difficult, especially on flat land. This also applies to the gutter block of FIG.

【0004】[0004]

【発明が解決しようとする課題】上述のように側溝ブロ
ック15,暗渠ブロック20においては、水路深さが一
定であることから排水勾配は、道路勾配に合わせざるを
得なかった。また、排水勾配を自在に出来る側溝ブロッ
クとしては、図7のU形断面の底部に開放穴2を形成し
たU字型の側溝ブロック15aや底面が全面開放された
製品端部が門型に形成された図5および8の側溝ブロッ
ク18があり、共に現場で底部にコンクリ−ト14を打
設することで水路勾配が自在に形成できる。
As described above, in the gutter block 15 and the underdrain block 20, since the water channel depth is constant, the drainage gradient must be adjusted to the road gradient. Further, as the gutter block which allows the drainage gradient to be freely set, a U-shaped gutter block 15a in which an opening 2 is formed in the bottom of the U-shaped cross section of FIG. 7 and a product end whose bottom is entirely opened are formed in a gate shape. 5 and 8 shown in FIGS. 5 and 8 are provided, and the slope of the water channel can be freely formed by driving the concrete 14 at the bottom in the field.

【0005】しかしながら、図7のU字型の側溝ブロッ
ク15aは、側壁が片持ち梁構造であるため深くなるほ
ど壁厚を厚くせざるを得ず、自由勾配側溝としては不経
済である。また、門型の側溝ブロック18は、側壁上部
両端に蓋と同じ大きさの一体の水平耐力梁19を有して
いることから底部へのコンクリ−ト14の打設に手間が
掛かり、近年の熟練労働者不足から施工業者からは敬遠
されている。この両側溝ブロックも、共に蓋16を掛け
る方式であるため車両走行によるガタツキ,騒音および
破損問題を解決できない。
However, since the side wall of the U-shaped gutter block 15a shown in FIG. 7 has a cantilever structure, the wall thickness must be increased as it becomes deeper, which is uneconomical as a free-gradient gutter. In addition, since the gate-shaped gutter block 18 has the integral horizontal bearing beams 19 of the same size as the lid at both upper ends of the side wall, it takes a lot of time to place the concrete 14 on the bottom portion, which has been a problem in recent years. Contractors are shunned by lack of skilled workers. This both-sides groove block is also a system in which the lid 16 is hung on both sides, so that problems such as rattling, noise and damage due to running of the vehicle cannot be solved.

【0006】暗渠ブロック20において排水勾配を自由
に取るためには、図9に示すように暗渠ブロック20を
排水勾配に合わせ埋設せざるを得ない。この場合の道路
の集水は、道路端にL型形状の側溝ブロック23を設置
し、一定間隔で設けた集水桝21の上部に設けたグレ−
チング蓋22に雨水を集水し、この集水桝21から埋設
された暗渠ブロック20に導水し排水するL型ブロック
23との2系統水路構造となり施工に手間が掛かり且つ
費用が嵩むことになる。
In order to freely take the drainage gradient in the underdrain block 20, the underdrain block 20 must be buried according to the drainage gradient as shown in FIG. In this case, water is collected on the road by installing an L-shaped gutter block 23 at the end of the road and grazing the upper part of the water collecting basin 21 provided at regular intervals.
The rainwater is collected on the catch lid 22, and the L-shaped block 23 that guides and drains the rainwater from the collecting basin 21 to the buried underdrain block 20 has a two-system water channel structure, which requires a lot of labor and cost for construction. .

【0007】[0007]

【課題を解決するための手段】本発明は上記したような
従来のものにおける課題を解決することについて検討を
重ね、暗渠ブロックを比較的上の方で上下に二分割し、
上面が地表面に出るようにした箱型の自由勾配型ブロッ
クの構成とすることによって適切に解決することに成功
したものであって、以下の如くである。
According to the present invention, repeated studies have been made to solve the above-mentioned problems in the prior art, and the underdrain block is divided into two parts, that is, the upper part and the lower part.
A box-type free gradient block whose upper surface is exposed to the ground surface has been successfully solved, and is as follows.

【0008】(1) U形断面水路の底部に複数個の開
放穴または凹部を形成し側壁上部内側に頂版を嵌合する
ための段部4を設け、上面が平らで下面が門型,ア−チ
形状または単なるフラット形状で両端に水路側壁部と嵌
合するための凸部5を有する頂版とを組み合わせ、底部
にコンクリ−トを打設することで自由な排水勾配を形成
できるようにしたことを特徴とする自由勾配型二分割暗
渠ブロック。
(1) A plurality of open holes or recesses are formed at the bottom of a U-shaped cross-section water channel, and a step portion 4 for fitting a top plate inside the upper side wall is provided. The upper surface is flat and the lower surface is gate-shaped. It is possible to form a free drainage gradient by combining an arch shape or a simple flat shape with a top plate having convex portions 5 at both ends for fitting with a waterway side wall portion and driving a concrete at the bottom portion. A free-gradient two-division underdrain block characterized by

【0009】(2) 側壁上部両端に金属質または合成
樹脂質形材で形成された耐力梁7を埋設させるようにし
たことを特徴とする前記(1)項に記載の自由勾配型二
分割暗渠ブロック。
(2) A free-gradient type two-divided underdrain according to the above item (1), characterized in that load bearing beams 7 made of a metal or synthetic resin material are embedded at both upper ends of the side wall. block.

【0010】(3) 頂版の上面を単なるV型,皿型,
斜型,L型形状と成し、あるいはV型,皿型,斜型の端
部に歩車道境界ブロックを載置するための切り欠き段部
を設けたことを特徴とする前記(1)項および(2)項
に記載の自由勾配型二分割暗渠ブロック。
(3) The upper surface of the top plate is simply V-shaped, dish-shaped,
Item (1) above, characterized in that it has a slanted or L-shaped shape, or is provided with a notch step portion for mounting a pedestrian road boundary block at the end of the V-shaped, dish-shaped or slanted shape. And a free-gradient bisection underdrain block according to the item (2).

【0011】(4) 頂版の長さ方向に沿ってスリット
状の集水孔11を設けることで水路全線に渡って道路や
公園、広場等の雨水等の排水を迅速に計れるようにした
ことを特徴とする前記(1)項、(2)項および(3)
項に記載の自由勾配型二分割暗渠ブロック。
(4) By providing slit-shaped water collecting holes 11 along the length direction of the top plate, drainage of rainwater such as roads, parks, plazas, etc. can be quickly measured over the entire waterway. (1), (2) and (3), characterized in that
A free-gradient two-part underdrain block described in paragraph.

【0012】[0012]

【作用】図1〜3のU形断面水路1の底部に複数個の開
放穴2または凹部3を形成したことにより、上部全面が
開放されているので現場での底部へのコンクリ−トの打
設が容易で自由な排水勾配が簡単に形成出来る。また、
側壁上部の凹部4が頂版の下面の凸部5と嵌合すること
で頂版が一種の突っ張り材として作用するので側壁部の
耐荷力がアップする。
By forming a plurality of open holes 2 or recesses 3 at the bottom of the U-shaped water channel 1 of FIGS. 1 to 3, the entire upper surface is open, so that the concrete can be struck on the bottom at the site. Easy construction and easy formation of free drainage gradient. Also,
Since the top plate acts as a kind of tension member by fitting the concave portion 4 on the upper side wall with the convex portion 5 on the lower surface of the top plate, the load bearing capacity of the side wall portion is increased.

【0013】図1の頂版6上面を平にし、下面を門型,
ア−チ形状,または単なるフラット形状としU形断面水
路1に載置させることにしたことにより、頂版上面が道
路面と整合し且つ路盤内に埋設され左右の土圧で押さえ
られ固定されるので、車両通行によるガタツキ,騒音お
よび破損が防止される。
The top plate 6 of FIG.
By adopting an arch shape or a simple flat shape and placing it on the U-shaped cross-section waterway 1, the top surface of the top plate is aligned with the road surface and is embedded in the roadbed and is pressed and fixed by the earth pressure on the left and right. Therefore, rattling, noise, and damage due to vehicle traffic are prevented.

【0014】図2の側壁上部両端に金属質または合成樹
脂質形材7を埋設することで、U形断面水路1の上部開
放面間に固定梁の突っ張り材が設けられることとなり、
水路の深さが大とされた条件下においてもその両側壁を
殊更に厚くすることなしに路面を走行する車両などによ
る側圧に耐えしめる。
By embedding a metallic or synthetic resin shaped material 7 at both upper ends of the side wall in FIG. 2, a bracing material for a fixed beam is provided between the upper open surfaces of the U-shaped cross-section water channel 1,
Even under the condition that the depth of the water channel is large, the side walls can withstand the lateral pressure of the vehicle traveling on the road surface without making the both side walls particularly thick.

【0015】図10〜15に示すように頂版上面を単な
るV型8,皿型9,斜型10およびL型10aの形状と
することで、路面内の雨水等を迅速に頂版上に形成され
た街渠8,9,10に集水できる。又、頂版にスリット
状の集水孔11を設けることでU形断面水路に迅速に導
水して排水することができる。
As shown in FIGS. 10 to 15, the top surface of the top plate is simply shaped like a V type 8, a dish type 9, an oblique type 10 and an L type 10a, so that rainwater and the like on the road surface can be quickly put on the top plate. Water can be collected in the formed culverts 8, 9 and 10. Further, by providing the slit-shaped water collecting holes 11 in the top plate, it is possible to quickly guide water to the U-shaped cross-section water channel for draining.

【0016】[0016]

【実施例】上記したような本発明によるものの具体的な
製品の実施例を添付図面に示すものについて説明する
と、図1はU型断面水路1の底部に複数個の開放穴2を
形成し側壁上部内側に頂版1を嵌合するための凹部状の
段部4を設け、上面が平で下面が門型形状で両端に水路
側壁部と嵌合するための凸部5を有する頂版6とを組み
合わせ、底部にコンクリ−ト14を打設することで自由
な排水勾配を形成できるようにしたことを特徴とする請
求項1に示す自由勾配型二分割暗渠ブロックの斜視図
で、側壁上部の凹部4が頂版6の下面の凸部5と嵌合す
ることで頂版6がU型断面水路1の一種の突っ張り材と
して作用するので側壁部の側圧に対する耐荷力がアップ
する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A concrete product embodiment of the present invention as described above will be described with reference to the accompanying drawings. In FIG. 1, a plurality of open holes 2 are formed in the bottom of a U-shaped water channel 1 to form a side wall. A top plate 6 having a recessed step portion 4 for fitting the top plate 1 on the inside of the upper part, a flat upper surface and a gate-like bottom surface, and projections 5 for fitting the side wall of the water channel at both ends. In order to form a free drainage gradient by combining the above and the concrete 14 at the bottom, a free gradient type two-divided underdrain block is shown in a perspective view in FIG. When the concave portion 4 of the top plate 6 engages with the convex portion 5 on the lower surface of the top plate 6, the top plate 6 acts as a kind of a tension member of the U-shaped cross-section water channel 1, and the load bearing capacity against the lateral pressure of the side wall portion is increased.

【0017】図2は、U型断面水路1の側壁上部両端に
金属質または合成樹脂質形材7を埋設し底部に複数個の
凹部3を形成したもので、この連結材7が前記水路1に
対する側圧などに対して固定された突っ張り材7として
作用するので開放された水路の側壁部の強度を高め、深
さを大とした水路であっても比較的薄層のコンクリ−ト
U形断面水路1として形成させることが出来る請求項2
の水路に、請求項3の上面がV型形状8で下面がア−チ
形状の頂版6aを載置したことを特徴とする自由勾配型
二分割暗渠ブロックである。またこの突っ張り材7は、
接着剤またはボルト等を用いて後で連結してもほぼ同様
の効果を得ることが出来る。
FIG. 2 shows a U-shaped cross-section water channel 1 in which metallic or synthetic resin shaped material 7 is embedded in both upper ends of the side wall and a plurality of recesses 3 are formed in the bottom portion. Since it acts as a bracing member 7 fixed against lateral pressure against the like, the side wall portion of the open water channel is strengthened, and even in a water channel having a large depth, a concrete U-shaped cross section of a relatively thin layer is provided. The water channel 1 can be formed as a channel 1.
In the water channel of claim 3, a top plate 6a having a V-shaped upper surface 8 and an arch-shaped lower surface according to claim 3 is placed. Moreover, this bracing material 7 is
Almost the same effect can be obtained by connecting later using an adhesive or bolts.

【0018】図3は、U型断面水路1の底部に複数個の
開放穴2を形成した請求項1の水路に、請求項2の頂版
上面を皿型形状9と成し、請求項4の中央部延長方向に
スリット状の集水孔11を形成した頂版6bを載置した
ことを特徴とする自由勾配型二分割暗渠ブロックであ
る。
FIG. 3 shows a water channel according to claim 1 in which a plurality of open holes 2 are formed in the bottom of a U-shaped water channel 1, and the top surface of the top plate of claim 2 is formed into a dish shape 9. It is a free-gradient two-part underdrain block in which a top plate 6b having a slit-shaped water collecting hole 11 formed therein is placed in the central extension direction.

【0019】次に、それらの実際の使用の実施例につい
て説明すると図10は、歩道と車道が同一路面上に形成
されている道路において本発明品が歩道部と車道部の境
界部に設置されているもので、雨水等の排水を迅速に行
うため頂版上面をV型形状8に形成されており、頂版6
aが載置してあるU型断面水路1の底部には複数個の開
放穴2が設けてあり、この底版部に現場でコンクリ−ト
14を打設することにより自由な排水勾配が形成でき
る。頂版上に集水された雨水等は、一定間隔で設けたグ
レ−チング等の集水蓋に導水されて水路内に排水され
る。また、この頂版6aはU型断面水路1に単に載置さ
れているだけであるが、路盤内に埋設され左右のアスフ
ァルト層叉は埋め戻し土等で押圧されているので車両通
行によるガタツキ,騒音が発生しないし、頂版の破損を
も防止される。しかし、車両走行の頻度が高くさらに安
全性を上げたい場合には、頂版6とU型断面水路1の連
結部を接着剤または連結金具等を用いて一体化させるこ
とが出来る。
Next, an example of actual use thereof will be described. FIG. 10 shows that the present invention product is installed at the boundary between the sidewalk and the roadway on a road where the sidewalk and the roadway are formed on the same road surface. The top plate is formed in a V shape 8 for quick drainage of rainwater.
A plurality of open holes 2 are provided at the bottom of the U-shaped water channel 1 on which a is placed, and a drainage gradient can be freely formed by injecting a concrete 14 on the bottom slab on site. . Rainwater collected on the top plate is introduced into a water collecting lid such as grating provided at regular intervals and drained into the water channel. Further, this top plate 6a is merely placed on the U-shaped cross-section water channel 1, but since it is buried in the roadbed and pressed by the left and right asphalt layers or backfill soil, rattling due to vehicle passage, No noise is generated and damage to the top plate is prevented. However, if the vehicle travels frequently and the safety is desired to be further increased, the connecting portion between the top plate 6 and the U-shaped cross-section water channel 1 can be integrated by using an adhesive or a connecting fitting.

【0020】図11は、上部の頂版上面が皿型形状9に
形成されており、下部のU型断面水路1の底部に複数個
の凹部3が設けてあり、図10同様歩道部と車道部の境
界部に設置され底版部に現場でコンクリ−ト14を打設
し自由な排水勾配を形成することが出来る。頂版6bの
中央部には、長さ方向にスリット状の集水孔11が形成
されており、道路面全線に渡って均一に、且つ迅速に雨
水等を排水することが出来る。この場合には、高価なグ
レ−チング蓋等の集水蓋を必要としないので安価に施工
できる。
In FIG. 11, the top surface of the top plate at the top is formed in a dish shape 9, and a plurality of recesses 3 are provided at the bottom of the U-shaped water channel 1 at the bottom. A drainage gradient can be formed by installing the concrete 14 on the bottom plate part at the site installed at the boundary part of the part. A slit-shaped water collection hole 11 is formed in the central portion of the top plate 6b in the length direction, and rainwater or the like can be drained uniformly and quickly over the entire road surface. In this case, since an expensive water collecting lid such as a grating lid is not required, the construction can be performed at low cost.

【0021】又、歩道や街路、公園、広場などにおいて
各種表面処理を施したカラ−平板、タイル、天然石等を
敷き詰め美化を図ろうした場合において、頂版の表面を
設置域の景観に調和させた化粧層を形成することで違和
感のない水路を構築することが出来る。
In addition, in the case where color flat plates, tiles, natural stones, etc. which have been subjected to various surface treatments are spread on sidewalks, streets, parks, plazas, etc., the surface of the top plate is made to harmonize with the landscape of the installation area. By forming a decorative layer, it is possible to build a waterway that does not feel strange.

【0022】図12〜15は、歩道部が車道部より一段
高く構成されている道路における使用例で、図12は、
U型断面水路1の底部に複数個の凹部3が設けてあり、
頂版上面をV型形状8とし中央部の長さ方向に集水孔1
1を形成して端部に切り欠き部12を設け歩車道境界ブ
ロック13を載置できる構造とし下面を門型形状とした
ものである。この頂版6c端部の切り欠き部12は、歩
車道境界ブロック13の沈下防止を計ると共に一体化を
計るものである。
12 to 15 are examples of use on a road in which the sidewalk is one step higher than the roadway, and FIG.
A plurality of recesses 3 are provided at the bottom of the U-shaped cross-section water channel 1,
The top surface of the top plate is V-shaped 8 and the water collecting hole 1 is formed in the central length direction.
1 has a structure in which a notch portion 12 is provided at an end portion and a pedestrian road boundary block 13 can be placed, and a lower surface has a gate shape. The notch 12 at the end of the top plate 6c serves to prevent the pedestrian road boundary block 13 from sinking and also to integrate the pedestrian road boundary block 13.

【0023】図13は、上部の頂版6dの上面を皿型形
状9とし端部に切り欠き部12を設けて歩車道境界ブロ
ック13を載置できる構造とし下面をア−チ形状とした
もので、下部のU型断面水路1は底部に複数個の開放穴
2を設けたものである。
FIG. 13 shows a structure in which the upper surface of the upper top plate 6d has a dish shape 9 and a cutout portion 12 is provided at the end portion so that the walkway boundary block 13 can be placed, and the lower surface has an arch shape. The lower U-shaped water channel 1 has a plurality of open holes 2 at the bottom.

【0024】図14は、上部の頂版6eの上面を斜型形
状11とし端部に歩車道境界ブロック13を載置する切
り欠き部12を設け下面をフラット形状としたもので、
下部のU型断面水路1は底部に複数個の開放穴2を設け
たものである。
In FIG. 14, the upper surface of the upper top plate 6e has a slanted shape 11, and a cutout portion 12 for mounting a pedestrian road boundary block 13 is provided at an end portion thereof, and the lower surface has a flat shape.
The lower U-shaped cross-section water channel 1 has a plurality of open holes 2 at the bottom.

【0025】図15は、上部の頂版6fは、歩車道境界
ブロックと上面が斜型形状の頂版を一体化しL型形状の
頂版としたもので下面をア−チ形状としたもので、下部
のU型断面水路1は底部に複数個の凹部3を設けたもの
で、底版部に現場でコンクリ−ト14を打設することで
自由な排水勾配を形成できる。このことは、図12〜1
4についても同様である。
In FIG. 15, the upper top slab 6f is an L-shaped top slab that integrates a pedestrian road boundary block and a top slab having an oblique shape on the upper surface, and has an arch shape on the lower surface. The lower U-shaped cross-section water channel 1 has a plurality of recesses 3 at the bottom, and a drainage gradient can be freely formed by driving a concrete 14 on the bottom slab on site. This is shown in FIGS.
The same applies to 4.

【0026】[0026]

【発明の効果】以上説明したような本発明の第一発明に
よれば暗渠ブロックにおいて、上下二分割とし下段のU
形断面水路1の底部に複数個の開放穴2または凹部3を
形成することで、頂版6上面を路面に整合させ、自由な
排水勾配を形成でき得るようにしたもので、それによっ
て2系統の水路を1系統にでき且つ従来の側溝ブロック
の蓋版の車両走行によるガタツキ,騒音および破損の問
題点を解決し、また暗渠ブロックの構造を簡易化し、そ
の製造を容易とするなどの効果を有している。
According to the first aspect of the present invention as described above, the underdrain block is divided into upper and lower halves and the lower U is used.
By forming a plurality of open holes 2 or recesses 3 at the bottom of the profiled water channel 1, the top surface of the top plate 6 can be aligned with the road surface and a free drainage gradient can be formed. The water channel can be one system, and the problems of rattling, noise and damage due to the vehicle running of the lid plate of the conventional gutter block can be solved, and the structure of the underdrain block can be simplified and its manufacturing is facilitated. Have

【0027】また第2発明によるときは上記したような
効果を有すると共にU形断面水路1の開放面において側
圧などに耐えるに適した突っ張り部7を形成すること
で、水路の深さが大となっても側壁の厚さを殊更に厚く
しなくて済むので経済的な製品を提供できるなどの効果
を有している。
According to the second aspect of the invention, the depth of the water channel is increased by forming the bulging portion 7 which has the above-mentioned effects and is suitable for withstanding lateral pressure on the open surface of the U-shaped water channel 1. Even so, the side wall does not have to be made particularly thick, so that an economical product can be provided.

【0028】第3発明によるものは頂版上面をV型,皿
型およびL型形状等にすることで道路上の雨水等を頂版
上に集水し易くし迅速に水路に排水できる効果を有して
いる。
According to the third aspect of the present invention, the top surface of the top plate has a V-shaped, dish-shaped or L-shaped shape so that rainwater or the like on the road can be easily collected on the top plate and can be quickly drained into the water channel. Have

【0029】第4発明によるものは水路の長さ方向全線
に渡って均等に集水できるように頂版部にスリット状の
集水孔を設けたもので、その効果はより一層向上される
ものである。
According to the fourth aspect of the invention, a slit-shaped water collecting hole is provided in the top plate so that water can be uniformly collected over the entire length of the water channel, and the effect is further improved. Is.

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

【図1】本発明による自由勾配型二分割暗渠ブロックの
一例を示した斜面図である。
FIG. 1 is a perspective view showing an example of a free gradient type two-division underdrain block according to the present invention.

【図2】その別の例を示した斜面図である。FIG. 2 is a perspective view showing another example thereof.

【図3】更に別の本発明例を示した斜面図である。FIG. 3 is a perspective view showing still another example of the present invention.

【図4】従来の側溝ブロックと蓋の一例を示した斜面図
である。
FIG. 4 is a perspective view showing an example of a conventional gutter block and lid.

【図5】従来のもう一つの側溝ブロックと蓋を示した斜
面図である。
FIG. 5 is a perspective view showing another conventional gutter block and lid.

【図6】従来の暗渠ブロックの一例を示した斜面図であ
る。
FIG. 6 is a perspective view showing an example of a conventional underdrain block.

【図7】従来の側溝ブロックのほとんど勾配のない道路
における使用の一例を示した横断面図と縦断面図であ
る。
FIG. 7 is a cross-sectional view and a vertical cross-sectional view showing an example of use of a conventional gutter block on a road having almost no slope.

【図8】従来のもう一つの側溝ブロックのほとんど勾配
のない道路における使用例を示した横断面図と縦断面図
である。
FIG. 8 is a cross-sectional view and a vertical cross-sectional view showing an example of use of another conventional gutter block on a road having almost no slope.

【図9】従来の暗渠ブロックのほとんど勾配のない道路
における使用の一例を示した横断面図と縦断面図であ
る。
FIG. 9 is a horizontal cross-sectional view and a vertical cross-sectional view showing an example of use of a conventional underdrain block on a road having almost no slope.

【図10】本発明の歩道と車道が同一な路面内にある道
路における使用の一例を示した横断面図と縦断面図であ
る。
FIG. 10 is a horizontal cross-sectional view and a vertical cross-sectional view showing an example of use on a road where the sidewalk and the roadway are on the same road surface according to the present invention.

【図11】その別の本発明の使用例を示した横断面図と
縦断面図である。
FIG. 11 is a horizontal sectional view and a vertical sectional view showing another usage example of the present invention.

【図12】本発明の歩道と車道に段差を設けて区分され
ている道路における使用の一例を示した横断面図であ
る。
FIG. 12 is a cross-sectional view showing an example of use on a road in which a sidewalk and a roadway of the present invention are divided by providing a step.

【図13】その別の本発明の使用例を示した横断面図で
ある。
FIG. 13 is a transverse cross-sectional view showing another example of use of the present invention.

【図14】更に別の本発明の使用例を示した横断面図で
ある。
FIG. 14 is a cross-sectional view showing another example of use of the present invention.

【図15】もう一つの本発明の使用例を示した横断面図
である。
FIG. 15 is a cross-sectional view showing another example of use of the present invention.

【符号の説明】[Explanation of symbols]

1 U型断面水路 2 U型断面水路の底部に設けた開放穴 3 U型断面水路の底部に設けた凹部 4 側壁上部内側に設けた段部 5 頂版端部下面に設けた凹部 6 頂版 6a 上面がV型で下面がア−チ形状の頂版 6b 長さ方向の中央にスリット状の集水孔を形成した
上面が皿型で下面が門型形状の頂版 6c 長さ方向の中央にスリット状の集水孔と端部に段
部を形成した上面がV型で下面が門型形状の頂版 6d 端部に段部を形成した上面が皿型で下面がア−チ
形状の頂版 6e 端部に段部を形成した上面が斜型で下面がフラッ
ト形状の頂版 6f 上面がL型で下面がア−チ形状の頂版 7 金属質または合成樹脂質形材の耐力梁 8 頂版上面のV型形状 9 頂版上面の皿型形状 10 頂版上面の斜型形状 10a 頂版上面のL型形状 11 スリット状の集水孔 12 頂版端部に設けた段部 13 歩車道境界ブロック 14 底部コンクリ−ト 15 側溝ブロック 15a 底部に開放穴を形成した側溝ブロック 16 蓋版 17 蓋版の端部に設けた集水穴 18 門型の側溝ブロック 19 側壁両端の水平耐力梁 20 暗渠ブロック 21 集水桝 22 グレ−チング蓋 23 L型形状の側溝ブロック
1 U-shaped cross-section water channel 2 Open hole provided at the bottom of U-shaped cross-section channel 3 Recessed portion provided at the bottom of U-shaped cross-section channel 4 Stepped portion provided inside the upper side wall 5 Recessed portion at the bottom of the top plate 6 Top plate 6a Top plate with V-shaped upper surface and arch-shaped lower surface 6b Slit-shaped top plate with a slit-shaped water collecting hole formed in the center in the length direction 6c Top plate with slit-shaped water collecting holes and stepped portions at the ends with a V-shaped upper surface and a lower surface with a gate-shaped top 6d Top plate 6e Top plate with a sloped upper surface and a flat lower surface 6f Top plate with an L-shaped upper surface and an arched lower surface 7 Bearing beam made of metal or synthetic resin 8 V-shape on top plate top 9 Dish shape on top plate top 10 Oblique shape on top plate top 10a L-shape on top plate top 11 Slit-like shape Water hole 12 Step portion provided at the end of the top plate 13 Pedestrian boundary block 14 Bottom concrete 15 Gutter block 15a Gutter block with an open hole at the bottom 16 Lid plate 17 Water collection hole provided at the end of the lid plate 18 Gate-shaped gutter block 19 Horizontal bearing beams on both side walls 20 Underdrain block 21 Water collecting basin 22 Grating lid 23 L-shaped gutter block

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 底部に複数個の開放穴または凹部を形成
し側壁上部内側に頂版を嵌合するための段部を設けたU
形断面水路と、上面が平で下面が門型,ア−チ形状また
は単なるフラット形状で両端に水路側壁部と嵌合するた
めの凸部を有する頂版とを組み合わせ、底部にコンクリ
−トを打設することで自由な排水勾配を形成できるよう
にしたことを特徴とする自由勾配型二分割暗渠ブロッ
ク。
1. A U provided with a plurality of open holes or recesses at the bottom and a step for fitting a top plate inside the upper side wall.
Combining a profiled channel with a top plate with a flat upper surface and a lower surface in a gate shape, arch shape or simple flat shape with convex portions at both ends for fitting with the side wall of the water channel, and a concrete at the bottom. A free gradient type two-part underdrain block characterized by being able to form a free drainage gradient by casting.
【請求項2】 U形断面水路における側壁上部両端に金
属質または合成樹脂質形材で形成された耐力梁を埋設し
たことを特徴とする請求項1に記載の自由勾配型二分割
暗渠ブロック。
2. The free-gradient type two-divided underdrain block according to claim 1, wherein load bearing beams formed of a metallic or synthetic resin material are embedded at both ends of the upper side wall of the U-shaped water channel.
【請求項3】 頂版の上面を単なるV型,皿型,斜型,
L型形状と成し、あるいはV型,皿型,斜型の端部に歩
車道境界ブロックを載置するための切り欠き段部を設け
たことを特徴とする請求項1および2に記載の自由勾配
型暗渠ブロック。
3. The upper surface of the top plate is simply V-shaped, dish-shaped, oblique-shaped,
3. An L-shaped configuration, or a V-shaped, dish-shaped, and oblique-shaped end portion provided with a notch step portion for mounting a pedestrian road boundary block. Free gradient type underdrain block.
【請求項4】 頂版の長さ方向に沿ってスリット状の集
水孔を設けたことを特徴とする請求項1、2および3に
記載の自由勾配型暗渠ブロック。
4. The free gradient type underdrain block according to claim 1, 2 or 3, wherein slit-shaped water collecting holes are provided along the length direction of the top plate.
JP18542993A 1993-06-28 1993-06-28 Free gradient two-piece underdrain block Pending JPH0711701A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18542993A JPH0711701A (en) 1993-06-28 1993-06-28 Free gradient two-piece underdrain block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18542993A JPH0711701A (en) 1993-06-28 1993-06-28 Free gradient two-piece underdrain block

Publications (1)

Publication Number Publication Date
JPH0711701A true JPH0711701A (en) 1995-01-13

Family

ID=16170636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18542993A Pending JPH0711701A (en) 1993-06-28 1993-06-28 Free gradient two-piece underdrain block

Country Status (1)

Country Link
JP (1) JPH0711701A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014159724A (en) * 2013-02-20 2014-09-04 Masatake Oshima Precast bottomed side ditch having gradient adjustment concrete cast on inner bottom
JP2016211346A (en) * 2015-04-28 2016-12-15 正剛 大嶋 U-shaped gutter capable of being used to construct both fixed inclination and free inclination

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014159724A (en) * 2013-02-20 2014-09-04 Masatake Oshima Precast bottomed side ditch having gradient adjustment concrete cast on inner bottom
JP2016211346A (en) * 2015-04-28 2016-12-15 正剛 大嶋 U-shaped gutter capable of being used to construct both fixed inclination and free inclination

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