JP3943114B2 - Waterway laying method - Google Patents

Waterway laying method Download PDF

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JP3943114B2
JP3943114B2 JP2005218842A JP2005218842A JP3943114B2 JP 3943114 B2 JP3943114 B2 JP 3943114B2 JP 2005218842 A JP2005218842 A JP 2005218842A JP 2005218842 A JP2005218842 A JP 2005218842A JP 3943114 B2 JP3943114 B2 JP 3943114B2
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shaped groove
lid
water channel
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JP2007032143A (en
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神秀 松林
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後藤コンクリート工業株式会社
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本発明は、例えばコンクリート製U字溝及びコンクリート製蓋体で敷設された既設水路に新規のコンクリート製U字溝及び新規の蓋体を使い、新規水路を例えば延長敷設する水路の敷設工法に関するものである。
The present invention relates to a method for laying a water channel that uses a new concrete U-shaped groove and a new lid for an existing water channel laid with, for example, a concrete U-shaped groove and a concrete lid, and extends a new water channel, for example. It is.

従来より、コンクリート製U字溝及びその上面開口を全面的に塞ぐコンクリート製略方形板状をなす蓋体を使用して側溝などのいわゆる落とし蓋式側溝が敷設形成されている。   Conventionally, so-called drop lid side grooves such as side grooves have been laid and formed using a concrete U-shaped groove and a cover body having a substantially square plate shape made of concrete that covers the entire upper surface opening.

この場合、地表面に雨水などが溜まった場合、その雨水などをスムーズに側溝へ流入させるため、既設水路の長手方向に、例えば5メートル間隔毎に既設のU字溝上面開口にグレーチング蓋体16を取り付けて当該箇所を雨水などを側溝にスムーズに集水する集水用孔としていた。   In this case, when rainwater or the like accumulates on the ground surface, the grating lid 16 is placed on the upper surface of the existing U-shaped groove in the longitudinal direction of the existing water channel, for example, every 5 meters, in order to smoothly flow the rainwater into the lateral groove. The location was used as a water collection hole for smoothly collecting rainwater or the like in the side groove.

しかしながら、上記側溝において例えば5メートル間隔毎に特別部材から形成されたグレーチング蓋体16を設けるのは、それだけでもかなりコスト高になってしまうとの懸念があった。   However, there is a concern that providing the grating lid 16 formed of a special member at intervals of, for example, 5 meters in the above-mentioned side groove may considerably increase the cost.

また、従来では前記U字溝を敷設したときに、その上面開口を塞ぐコンクリート製蓋体をU字溝上面開口に完全に固定してしまうとU字溝内部の清掃が出来なくなるなどの理由により、該コンクリート製蓋体は単にU字溝の上面開口に載置しているだけで完全に固定されてはいなかった。   Further, conventionally, when the U-shaped groove is laid, if the concrete lid that closes the upper surface opening is completely fixed to the U-shaped groove upper surface opening, the inside of the U-shaped groove cannot be cleaned. The concrete lid was simply placed on the upper surface opening of the U-shaped groove and was not completely fixed.

しかしながら、コンクリート製蓋体をU字溝の上面開口へフリーな状態で載置しておくと、当該蓋体に車両などの重量物が通過するたびにガタツキが生じてしまい、そのたびに騒音が発生すると共に、ひいてはコンクリート製の蓋体が破損してしまうとの懸念もあった。

ところで、近年では、過去に従来のU字溝と従来の蓋体によって敷設した例えば側溝に対する既設側溝延長敷設工事あるいは既設側溝交換工事の時期が次々と到来しており、従来の既設U字溝や既設U字溝用の蓋体を使用せず、新型新開発されたU字溝や蓋体を使用して水路の敷設工事を行うことが要請されている。
However, if the concrete lid is placed in a free state on the upper surface opening of the U-shaped groove, a rattle occurs each time a heavy object such as a vehicle passes through the lid, and noise is generated each time. At the same time, there was concern that the concrete lid would be damaged.

By the way, in recent years, the time of existing side groove extension laying work or existing side groove replacement work for the side groove, for example, which has been laid by the conventional U-shaped groove and the conventional lid body has come one after another. There is a demand for laying a water channel using a newly-developed U-shaped groove and lid instead of using an existing U-shaped groove lid.

ここで、地表面に溜まった雨水などを側溝内に集水する際、きわめて優れた集水性を有して構成され、かつ耐久性に優れた良好な品質を有するのは、いわゆる「都市型側溝」と称されるスリット溝付き側溝(特開2003−49476号公報参照)であるが、当該スリット付き側溝を前記既設のU字溝に繋げて延長敷設すると、たとえ地表に現れる部分が略同等の幅及び略同等の長さであったとしても、内部の水路部の幅が異なるとしてその使用を拒む施工依頼者も存在した。   Here, when collecting rainwater or the like collected on the ground surface in the gutter, the so-called “urban ditch” is constructed with extremely good water collection and good quality with excellent durability. Is a side groove with a slit groove (refer to Japanese Patent Application Laid-Open No. 2003-49476), but when the side groove with a slit is connected to the existing U-shaped groove and extended and laid, the portion appearing on the ground surface is substantially equivalent. Even if the width and the length were substantially the same, there was a construction client who refused to use it because the width of the internal waterway portion was different.

そこで、前記いわゆる「都市型側溝」と称される側溝に代えても、きわめて集水性の優れたU字溝及び蓋体であって、既設U字溝の水路部の幅と高さが略同等のものを使用し、既設水路の延長敷設工事あるいは既設水路の交換修理工事が要請されるに至った。   Therefore, even if the so-called “urban side gutter” is replaced with the side gutter, it is a U-shaped gutter and a cover body with extremely excellent water collection, and the width and height of the water channel portion of the existing U-shaped gutter are substantially equal. As a result, an extension of existing waterway or replacement of existing waterway was requested.

特開2003−49476号公報 図1Japanese Patent Laid-Open No. 2003-49476 FIG.

かくして、本発明よる水路の敷設工法は、前記課題に対処すべく創案されたものであり、過去に敷設した水路の延長敷設工事あるいは交換工事につき、従来の水路形成に勝る、例えば側溝においては水路内部にゴミなどが堆積せず、また地面からの雨水などの集水効率のよい水路が新規のU字溝及び蓋体を使用して敷設でき、しかも内部に存する水路部の幅及び高さが既設のU字溝と略同等にしうる水路の敷設工法を提供することを目的とするものである。
Thus, the waterway laying method according to the present invention was devised to cope with the above-mentioned problems, and is superior to the conventional waterway formation for the extension laying work or replacement work of the waterway laid in the past. Dust is not deposited inside, and a waterway with good water collection efficiency such as rainwater from the ground can be laid using a new U-shaped groove and lid, and the width and height of the waterway part existing inside An object of the present invention is to provide a waterway laying method that can be made substantially equivalent to an existing U-shaped groove.

本発明による水路の敷設工法は、

U字溝を接続して敷設された既設水路へ、新規水路を接続敷設する水路の敷設工法であり、
新規水路を形成する新規U字溝のU字状水路部は、既設水路を形成するU字溝のU字状水路部の幅及び高さと略同一の寸法に形成されると共に、U字状水路部の底面幅方向略中央には高水流用溝条が形成されてなり、かつ前記既設水路を形成した既設U字溝および新規U字溝の上面開口は、新規蓋体で密閉可能とされ、
該新規蓋体は略長方形板状をなし、幅方向略中央には複数箇所の連結部兼導入溝部を除いて上下に貫通する直線状スリットが形成され、該新規蓋体は既設のU字溝および新規U字溝の開口内側面に固定可能とされた、
ことを特徴とし、
または、
U字溝を接続して敷設された既設水路の上部開口へ、新規蓋体を被せて固定する水路の敷設工法であり、
前記新規蓋体は、略長方形板状をなし、幅方向略中央には複数箇所の連結部兼導入溝部を除いて上下に貫通する直線状スリットが形成され、かつ同一規格で大量生産されてなり、
該新規蓋体を幅長が異なる既設U字溝の上部開口内側面に固定した、
ことを特徴とし、
または、
U字溝と該U字溝の上面開口を塞ぐ略方形板状をなす蓋体からなり、前記蓋体は前記U字溝に固定されない様形成されたU字溝ユニットを接続して敷設された既設水路へ、新規水路を接続敷設する水路の敷設工法であり、
新規水路を形成する新規U字溝のU字状水路部は、既設水路を形成するU字溝のU字状水路部の幅及び高さと略同一の寸法に形成されると共に、U字状水路部の底面幅方向略中央には高水流用溝条が形成されてなり、かつ上面開口を塞ぐ新規蓋体は略長方形板状をなし、幅方向略中央には複数箇所の連結部兼導入溝部を除いて上下に貫通する直線状スリットが形成され、該新規蓋体は新規U字溝の開口内側面に固定された、
ことを特徴とし、
または、
前記複数箇所設けられた連結部兼導入溝部の底壁は、前記蓋体の長手方向に向かい、同様の向きからなる傾斜面として形成された、
ことを特徴とし、
または、
既設水路と既設水路の間に新規U字溝及び新規蓋体を敷設して新規水路を形成する、
ことを特徴とし、
または、
前記新規蓋体の連結部兼導入溝部における底壁は、蓋体上面とほぼ同一面上に形成された、
ことを特徴とするものである。
The waterway laying method according to the present invention is:

A waterway laying method in which a new waterway is connected and laid to an existing waterway laid with a U-shaped groove connected,
The U-shaped water channel portion of the new U-shaped groove forming the new water channel is formed to have substantially the same dimensions as the width and height of the U-shaped water channel portion of the U-shaped groove forming the existing water channel, and the U-shaped water channel A groove for high water flow is formed at the substantially center in the bottom width direction of the part, and the upper surface opening of the existing U-shaped groove and the new U-shaped groove forming the existing water channel can be sealed with a new lid,
The new lid has a substantially rectangular plate shape, and a linear slit is formed at the substantially center in the width direction so as to penetrate up and down except for a plurality of connecting and introducing grooves, and the new lid has an existing U-shaped groove. And fixed to the inner surface of the opening of the new U-shaped groove,
It is characterized by
Or
It is a method of laying a water channel that covers and fixes a new lid to the upper opening of an existing water channel laid with a U-shaped groove connected,
The new lid has a substantially rectangular plate shape, and is formed in a mass at the same standard with a linear slit penetrating vertically except for a plurality of connecting and introducing grooves at the center in the width direction. ,
The new lid was fixed to the inner surface of the upper opening of the existing U-shaped groove having a different width.
It is characterized by
Or
The lid is formed of a U-shaped groove and a substantially rectangular plate-like lid that closes the upper surface opening of the U-shaped groove, and the lid is laid by connecting a U-shaped groove unit that is not fixed to the U-shaped groove. A waterway laying method that connects and lays a new waterway to an existing waterway.
The U-shaped water channel portion of the new U-shaped groove forming the new water channel is formed to have substantially the same dimensions as the width and height of the U-shaped water channel portion of the U-shaped groove forming the existing water channel, and the U-shaped water channel A groove for high water flow is formed at the center of the bottom surface in the width direction, and the new lid that closes the top opening has a substantially rectangular plate shape, and a plurality of connecting and introducing grooves at the center in the width direction. A straight slit penetrating up and down is formed except for, and the new lid is fixed to the inner surface of the opening of the new U-shaped groove,
It is characterized by
Or
The bottom wall of the connecting and introducing groove provided at the plurality of locations is formed as an inclined surface that faces in the longitudinal direction of the lid and has the same orientation.
It is characterized by
Or
A new U channel is formed by laying a new U-shaped groove and a new lid between the existing water channel and the existing water channel.
It is characterized by
Or
The bottom wall of the connecting portion and introducing groove portion of the new lid is formed on substantially the same plane as the upper surface of the lid,
It is characterized by this.

本発明による水路の敷設工法であれば、過去に敷設した水路の延長敷設工事あるいは交換工事につき、従来の水路形成に勝る、例えば側溝においては水路内部にゴミなどが堆積せず、また地面からの雨水などの集水効率のよい水路がコストを安価にして敷設できるとの優れた効果を奏する。
With the waterway laying method according to the present invention, it is superior to the conventional waterway formation in the extension laying work or replacement work of the waterway laid in the past.For example, in the ditches, dust etc. does not accumulate inside the waterway, and It has an excellent effect that a water channel with good water collection efficiency such as rainwater can be installed at low cost.

以下本発明を図に示す実施例に基づいて説明する。
図1、図2において符号1はいわゆる断面略U字状をなす既設U字溝を示す。該既設U字溝1は底壁4の幅方向両端から略垂直方向に立ち上がる両側壁5、5とを有して構成され、内側には略U字状をなすU字状水路部6を有している。
また、符号2は前記U字溝1の上面開口3を塞ぐ略方形板状をなす既設の蓋体を示す。
従来では前記既設U字溝1の上面開口3に既設の略方形板状をなす蓋体2が全面的に被せられれて、塞がれており、かかる上面から地表面に溜まった雨水などをスムーズに側溝内部の水路部に集水することが出来ないものであった。
そこで、従来は、既設U字溝1などにより敷設した、例えば側溝の長手方向5メートル間隔毎に図1で示す様に集水用のグレーチング蓋体16を既設U字溝1の上面開口3へ載置し、地表面上に溜まる雨水等のスムーズな集水を企図していた。
しかし、前記グレーチング蓋体16を複数大量に使用することはコスト的に高価になってしまうと共に、グレーチングの隙間から土砂なども雨水と共に側溝内に流入することになり、当該土砂などがU字状水路部6の底部に堆積してひいては下水の流れを止めてしまうものとなっていた。
また、従来の既設蓋体2は、ただ既設U字溝1の上面開口3へ載置されているだけで固定されてはいない。
すなわち、例えば、地中に敷設した側溝の所定箇所で下水が詰まったりしたとき、前記固定していない既設蓋体2をあけて側溝内部が点検できるように意図したからである。
しかしながら逆に、車両などが既設蓋体2の上面を通過すると、既設蓋体2がガタついて騒音を発生したり、破損したりすることが多々生ずるに至っていた。
本発明は上記のような課題が存する従来の既設側溝を新規U字溝7や新規蓋体8などの新規部材を使用して延長敷設したり、あるいは交換敷設できるようにしもって従来からの課題を解消したものである。
次に符号7は新規のU字溝を示す。該新規のU字溝7は既設のU字溝1と略同等の幅及び高さからなるU字状水路部6を有している。
ただ、既設U字溝1と異なる点は新規U字溝7の底壁4には、その幅方向略中央位置に長手方向へ伸びる高水流用溝条9が設けられている点である。
図から理解されるように、前記高水流用溝条9の溝は断面略半円状をなして構成されているが、このような形状に限定されるものではない。例えば、逆三角形状、逆台形状等の形状であっても構わないものである。
ところで従来の既設U字溝1にはこのような高水流用溝条9は形成されていなかった。よって従来のU字状水路部6では、下水などの水が流れる箇所は平坦面として形成された底壁4の上面全ての面と、この底壁4上面の幅方向両端から立ち上がる一対の側壁5、5内側面との間ということになる。
ここで、既設U字溝1は、その底壁4が幅広の平坦面として形成されているため、底壁4上を流れる水は該底壁4の幅方向全体に広がり流れようとする。
従って、流れる水量が多く、かつその水流が高く、強いときには何ら問題が生じないが、水量が少なく、かつ流れる水の水流が弱いときには水と共に移動する汚泥やゴミなどが一緒に移動しようとし、それら汚泥やゴミなどは重量が重く、もって水と一緒に流れることなくひいては底壁4上に滞留してしまうこととなる。
そして、滞留した汚泥やゴミなどに次々流れてきた汚泥やゴミなどが衝突して堆積し、最終的には前記汚泥やゴミなどが大きな障害となって、水の流れさえも完全に堰止めてしまうことがあったのである。
そこで本発明による新規U字溝7は、まずかかる事情に対処している。
すなわち、従来からの、水の流れる平坦面たる底壁4に換えて、該底壁4の幅方向略中央位置に高水流用溝条9を形成することにより、水量が少ない場合であっても、高水流に変換できるものとし、よって水量が少ないときであっても汚泥やゴミなどが底壁4の上面に滞留しないように創案したのである。
しかして、高水流用溝条9は、流れる水の水流を速くする、すなわち高水流としうる各種凹溝条をなす形状として形成されている。
尚、当該高水流用溝条9の基本的設計手法としては、弱い水流をいかに速く、すなわちいかに高水流に変換していくかであり、そのためには流れる水の量が少ない場合に、溝条の径深を深くさせて水流を速くする手法が考えられる。
したがって、水の流れる幅を狭くし、かつその深さを略半円状あるいは略U字状などとし、少ない水量でも速く流れるよう設計している。
すなわち、水の量が少なく、水流が弱いときには前記略U字状などの形状をなす高水流用溝条9内に流れる水が集められて流れることになり、その結果汚泥やゴミ等が滞留したり、堆積したりすることがないこととなるのである。
前述したが高水流用溝条9の形状として、逆山形をなす溝条や、溝の底を逆三角形の頂角のように鋭角に形成した溝条や、逆台形状に構成した溝条などが考えられる。

次に新規の蓋体8の構成につき説明する。

該新規蓋体8は従来の既設蓋体2とはその構成を大きく異にしている。図3から理解されるように、略長方形板状をなしているが、その幅方向略中央部には上下方向に貫通するスリット10が設けられている。
Hereinafter, the present invention will be described based on embodiments shown in the drawings.
1 and 2, reference numeral 1 denotes an existing U-shaped groove having a so-called substantially U-shaped cross section. The existing U-shaped groove 1 is configured to have both side walls 5 and 5 rising substantially vertically from both ends in the width direction of the bottom wall 4, and has a U-shaped water channel portion 6 having a substantially U shape inside. is doing.
Reference numeral 2 denotes an existing lid having a substantially rectangular plate shape that closes the upper surface opening 3 of the U-shaped groove 1.
Conventionally, the upper surface opening 3 of the existing U-shaped groove 1 is entirely covered and covered with the existing substantially rectangular plate-like lid body 2, so that rainwater collected on the ground surface can be smoothly removed from the upper surface. In addition, water could not be collected in the water channel inside the gutter.
Therefore, conventionally, a catching cover 16 for collecting water is provided to the upper surface opening 3 of the existing U-shaped groove 1 as shown in FIG. It was intended for smooth water collection such as rainwater that was placed on the ground surface.
However, the use of a large number of the grating lids 16 is expensive in cost, and earth and sand also flows into the gutter along with rainwater from the gap in the grating, and the earth and sand are U-shaped. Accumulation at the bottom of the water channel 6 would stop the flow of sewage.
Further, the conventional existing lid body 2 is merely placed on the upper surface opening 3 of the existing U-shaped groove 1 and is not fixed.
That is, for example, when the sewage is clogged at a predetermined position of the side groove laid in the ground, it is intended that the existing lid body 2 that is not fixed is opened and the inside of the side groove can be inspected.
However, conversely, when a vehicle or the like passes through the upper surface of the existing lid 2, the existing lid 2 often rattles and generates noise or breaks.
In the present invention, the existing side grooves having the above-mentioned problems can be extended and laid using new members such as the new U-shaped groove 7 and the new lid 8, or the conventional problems can be solved. It has been solved.
Reference numeral 7 indicates a new U-shaped groove. The new U-shaped groove 7 has a U-shaped water channel portion 6 having a width and height substantially equal to those of the existing U-shaped groove 1.
However, the difference from the existing U-shaped groove 1 is that the bottom wall 4 of the new U-shaped groove 7 is provided with a groove 9 for high water flow extending in the longitudinal direction at a substantially central position in the width direction.
As understood from the drawing, the groove of the high water flow groove 9 has a substantially semicircular cross section, but is not limited to such a shape. For example, a shape such as an inverted triangle shape or an inverted trapezoidal shape may be used.
By the way, such a high water flow groove 9 is not formed in the existing U-shaped groove 1. Therefore, in the conventional U-shaped water channel portion 6, the location where water such as sewage flows is the flat surface of the entire top surface of the bottom wall 4 and the pair of side walls 5 rising from both ends of the bottom wall 4 in the width direction. 5 between the inner surface.
Here, since the bottom wall 4 of the existing U-shaped groove 1 is formed as a wide flat surface, the water flowing on the bottom wall 4 tends to spread over the entire width direction of the bottom wall 4.
Therefore, there is no problem when the amount of flowing water is large and the water flow is high and strong. Sludge and garbage are heavy and do not flow with water, and eventually stay on the bottom wall 4.
Then, sludge and garbage that have flowed one after another collide with accumulated sludge and garbage, and eventually accumulate, and the sludge and garbage become a major obstacle, and even the water flow is completely blocked. It happened.
Therefore, the new U-shaped groove 7 according to the present invention first copes with such a situation.
That is, instead of the conventional bottom wall 4 which is a flat surface through which water flows, the high water flow groove 9 is formed at a substantially central position in the width direction of the bottom wall 4, so that even when the amount of water is small. Therefore, it was designed so that sludge, dust and the like do not stay on the upper surface of the bottom wall 4 even when the amount of water is small.
Thus, the high water flow groove 9 is formed in a shape that forms various concave grooves that can make the flowing water flow faster, that is, a high water flow.
The basic design method for the high water flow groove 9 is how quickly a weak water flow is converted into a high water flow, that is, when the amount of flowing water is small, A method of increasing the depth of the water and speeding up the water flow can be considered.
Accordingly, the width of water flow is narrowed and the depth is set to be approximately semicircular or substantially U-shaped so that the water flows quickly even with a small amount of water.
That is, when the amount of water is small and the water flow is weak, the water flowing in the high water flow groove 9 having a shape such as the substantially U shape is collected and flows, and as a result, sludge, dust, etc. are accumulated. It will not be deposited or deposited.
As described above, as the shape of the groove 9 for high water flow, a groove having an inverted mountain shape, a groove formed with an acute angle like the apex angle of an inverted triangle, a groove formed in an inverted trapezoidal shape, etc. Can be considered.

Next, the configuration of the new lid 8 will be described.

The structure of the new lid 8 is greatly different from that of the conventional existing lid 2. As is understood from FIG. 3, it has a substantially rectangular plate shape, and a slit 10 penetrating in the vertical direction is provided at a substantially central portion in the width direction.

そして、該スリット10は図3から理解されるように、蓋体10上面12側のスリット幅より蓋体10の下面13側のスリット幅が拡開された形状とされている。   As understood from FIG. 3, the slit 10 has a shape in which the slit width on the lower surface 13 side of the lid 10 is wider than the slit width on the upper surface 12 side of the lid 10.

すなわち、地表面上においてはなるべく内部のU字状水路部6に導入したい雨水などに限定するため上面側のスリット幅を狭め、木の葉、木の枝あるいはその他の固形物ゴミの侵入を防止するものとし、一方、取り込んだ雨水はスムーズに内部の水路部に導入するため以降は拡開したスリット構造としてある。   That is, on the ground surface, the upper surface side slit width is narrowed so as to limit the rainwater to be introduced into the internal U-shaped water channel 6 as much as possible, thereby preventing the entry of leaves, tree branches or other solid waste. On the other hand, since the taken rainwater is smoothly introduced into the internal water channel, the slit structure is expanded thereafter.

しかし、新規蓋体8の長手方向に向かい全体的にスリット10が形成されてしまうと該新規蓋体8が2分割されてしまう。従って前記スリット10には新規蓋体8を繋ぎ、かつ地表面上の雨水などを導いてスムーズにスリット10へ導入するための連結部兼導入溝部11を長手方向に向かい複数箇所に設けているのである。   However, if the slit 10 is formed entirely in the longitudinal direction of the new lid 8, the new lid 8 is divided into two. Therefore, since the new lid 8 is connected to the slit 10 and the connecting and introducing groove portions 11 for guiding the rainwater on the ground surface and smoothly introducing it into the slit 10 are provided at a plurality of locations in the longitudinal direction. is there.

しかして、この実施例では新規蓋体8の長手方向両端側の2カ所と長手方向中央部の1カ所の都合3カ所に設けられている。しかしながら、連結部兼導入溝部14の設置箇所と設置の数は何ら限定されるものではない。   Therefore, in this embodiment, the new lid 8 is provided at three convenient locations, ie, two locations on both ends in the longitudinal direction and one location in the central portion in the longitudinal direction. However, the installation location and the number of installations of the connecting portion / introducing groove portion 14 are not limited at all.

さらに、該連結部兼導入溝部14はスリット10の高さ方向上部から下部にわたってすべて連結した形状には構成されてはいない。すなわち、新規蓋体8の上部側スリット10から垂下した高さ方向略中間位置までは連結せずに、前記高さ方向中間位置から新規蓋体8の下部側スリット10までの間を繋いで構成してあり、もって該連結部兼導入溝部14を凹溝状としてあるのである。   Further, the connecting / introducing groove portion 14 is not configured to be connected from the upper part to the lower part of the slit 10 in the height direction. That is, it is configured to connect the intermediate position in the height direction to the lower slit 10 of the new lid body 8 without connecting to the substantially intermediate position in the height direction depending from the upper slit 10 of the new lid body 8. Thus, the connecting / introducing groove 14 has a concave groove shape.

そして、連結部兼導入溝部14の底壁14は新規蓋体8の長手方向一端側から他端側に向かって同じ傾斜角の底面として構成され、上部のスリット10近傍位置や連結部兼導入溝部14の底壁4上面に溜まった雨水を効率よくU字状水路部6に導入できるように構成されているのである。   And the bottom wall 14 of the connection part and introduction groove part 14 is comprised as a bottom face of the same inclination angle toward the other end side from the longitudinal direction one end side of the new cover body 8, and the upper slit 10 vicinity position or a connection part and introduction groove part The rain water collected on the upper surface of the bottom wall 4 of 14 can be efficiently introduced into the U-shaped water channel portion 6.

また、新規蓋体8の上面も幅方向両端部から前記スリット10側に向けておのおの下り傾斜する傾斜面として構成され、新規蓋体8の上面に溜まる雨水などの水はけが良好になるよう構成されている。   Further, the upper surface of the new lid body 8 is also configured as an inclined surface that slopes downward from both ends in the width direction toward the slit 10, so that drainage such as rainwater collected on the upper surface of the new lid body 8 is improved. ing.

次に、図3に示すように、新規蓋体8の外周端面には複数の切り欠き15が設けられており、新規蓋体8を新規U字溝7の上面開口3に嵌め込んだ後、この切り欠き15にモルタルなどの接着剤を流し込み、新規蓋体8を新規U字溝7に固定するものとしている。   Next, as shown in FIG. 3, a plurality of notches 15 are provided on the outer peripheral end surface of the new lid 8, and after fitting the new lid 8 into the upper surface opening 3 of the new U-shaped groove 7, An adhesive such as mortar is poured into the notch 15 to fix the new lid 8 to the new U-shaped groove 7.

これにより従来の懸案事項であった既設蓋体2上に車両などの重量物が載置してガタつき、騒音が発生したり、既設蓋体2が破損したりすることがない。   As a result, a heavy object such as a vehicle is placed on the existing lid 2 which has been a conventional concern and does not rattle and no noise is generated or the existing lid 2 is not damaged.

次に既設U字溝1と既設蓋体2により敷設した既設側溝をさらに新規U字溝7及び新規蓋体8を使用して延長敷設する場合につき述べる。   Next, the case where the existing side groove laid by the existing U-shaped groove 1 and the existing lid 2 is further laid using the new U-shaped groove 7 and the new lid 8 will be described.

図1に示すように、従来は既設U字溝1及び既設蓋体2を使用して、たとえば側溝を敷設形成している。しかし、既設蓋体2は既設U字溝1の上面開口を完全にふさいでしまうため、地表面の水はけが悪くなってしまう。そこで、従来は約5メートル間隔でグレーチング蓋体16を既設U字溝1の上面開口3に嵌め込み地表面の水はけを考慮せざるを得なかったことすでに述べたとおりである。   As shown in FIG. 1, conventionally, an existing U-shaped groove 1 and an existing lid 2 are used to lay and form side grooves, for example. However, since the existing lid 2 completely blocks the upper surface opening of the existing U-shaped groove 1, the water drainage on the ground surface becomes worse. Therefore, as described above, conventionally, the grating lid 16 has been fitted into the upper surface opening 3 of the existing U-shaped groove 1 at an interval of about 5 meters to consider draining of the ground surface.

しかして、近年では前述した特徴のある、かつ優れた品質の新規U字溝7及び新規蓋体8が用いられる。そして、この新規U字溝7及び新規蓋体8は従来敷設されている既設U字溝1とそのU字状水路部6の幅及び高さをほぼ同様にして構成されている。   Therefore, in recent years, the new U-shaped groove 7 and the new lid 8 having the above-described characteristics and excellent quality are used. The new U-shaped groove 7 and the new lid 8 are configured in such a manner that the existing U-shaped groove 1 and the U-shaped water channel portion 6 that have been laid in the same manner have substantially the same width and height.

これらU字溝は上面を残して埋設されてしまうため、本来上面の幅だけ既設U字溝1及び既設蓋体2と同様であれば、U字状水路部6の幅などが異なっていてもさほど問題はないが、前述した施工依頼者の杞憂に考慮したものである。   Since these U-shaped grooves are buried leaving the upper surface, the width of the U-shaped water channel portion 6 is different if the width of the upper surface is the same as that of the existing U-shaped groove 1 and the existing lid 2. Although there is not much problem, it is taken into consideration for the above-mentioned construction client.

ここで、新規U字溝7にはその底壁4の幅方向略中央位置に長手方向へ延びる高水流用溝条9が設けられている。よって、新規U字溝7を敷設した箇所からは、U字状水路部6を流れる下水の水量が少なく、かつ水流が遅い場合であっても前記高水流溝条9に溜まって比較的水流を速くして流れ、もって汚泥やゴミなどが溜まりにくいとの効果を奏する。   Here, the new U-shaped groove 7 is provided with a groove 9 for high water flow extending in the longitudinal direction at a substantially central position in the width direction of the bottom wall 4. Therefore, from the place where the new U-shaped groove 7 is laid, even if the amount of sewage flowing through the U-shaped water channel portion 6 is small and the water flow is slow, the water flow is accumulated in the high water flow groove 9 and relatively flows. It flows faster and has the effect of preventing sludge and garbage from accumulating.

次に、新規蓋体8を上面開口3に嵌め込み固定する。従来の既設蓋体2は固定されないため前記したとおり各種の杞憂があったが、新規蓋体8は新規U字溝7に固定されるためその課題は解消した。   Next, the new lid 8 is fitted into the upper surface opening 3 and fixed. Since the existing existing lid 2 is not fixed, there are various concerns as described above. However, since the new lid 8 is fixed to the new U-shaped groove 7, the problem has been solved.

さらに、幅方向略中央位置にはスリット10が設けられており、地表面上に溜まった雨水などの集水作業が円滑に行える。   Further, a slit 10 is provided at a substantially central position in the width direction, so that water collecting work such as rainwater collected on the ground surface can be smoothly performed.

しかも新規蓋体8上面は、幅方向両端部からスリット10に向かって下り勾配を有する傾斜面として形成されているため尚更である。   In addition, the upper surface of the new lid 8 is more so because it is formed as an inclined surface having a downward gradient from both ends in the width direction toward the slit 10.

また、スリット10の長手方向には3カ所にわたって該スリット10によって分断された新規蓋体8を繋ぎ、かつ地表面上の雨水の集水導入を意図する連結部兼導入溝部14が設けられており、該新規蓋体8の耐久性と集水性を考慮した構成が顕著となっている。   Further, in the longitudinal direction of the slit 10, there are provided a connecting part / introducing groove part 14 for connecting the new lid body 8 divided by the slit 10 at three places and intended to introduce rainwater collection on the ground surface. The structure considering the durability and water collecting property of the new lid 8 is remarkable.

従って、従来敷設形成した側溝の長手方向たとえば5メートル間隔ごとにグレーチング蓋16を使用をせざるを得なかったが、本発明のように新規蓋体8を使用した場合はたとえば5メートル間隔でのグレーチング蓋16の使用を全く必要としないものとなった。   Therefore, the grating lid 16 must be used every 5 meters in the longitudinal direction of the side grooves that have been conventionally laid and formed. However, when the new lid 8 is used as in the present invention, for example, at intervals of 5 meters. The use of the grating lid 16 is completely unnecessary.

ところで、図9は、既設の蓋体を備えていない既設のU字溝1に新規の蓋体を備えていない新規U字溝を接続して新規水路を延長敷設する実施例を示したものである。図に示すようにU字状水路部6の幅及び高さは同一の寸法に形成されているが、新規のU字溝7にはその底壁4には、その幅方向略中央位置に長手方向へ伸びる高水流用溝条9が設けられている。   By the way, FIG. 9 shows an embodiment in which a new water channel is extended and laid by connecting a new U-shaped groove not equipped with a new lid to the existing U-shaped groove 1 not equipped with an existing lid. is there. As shown in the figure, the width and height of the U-shaped water channel portion 6 are formed to have the same dimensions. However, the new U-shaped groove 7 has a bottom wall 4 that is long at a substantially central position in the width direction. Grooves 9 for high water flow extending in the direction are provided.

よって、本実施例のような接続であれば、新規に水路を形成した箇所については、たとえ水量が少なく水流が弱いものであったとしても前記高水流用溝条9によって水流が速くなり、もって汚泥やゴミがとどまることがない。   Therefore, if it is a connection like a present Example, about the location which formed the water channel newly, even if it is a thing with little water volume and a weak water flow, a water flow will become quick by the said groove 9 for high water flows, and, Sludge and garbage do not stay.

しかも、接続工事後に従来からの既設U字溝1の上部開口3及び新規U字溝7の上部開口3に新規の蓋体8を被せて固定することができ、これにより、既設のU字溝1がすでに敷設されている箇所であっても、新規に水路を敷設したのと同様な景観を提供できる。   Moreover, a new lid 8 can be put on and fixed to the upper opening 3 of the existing U-shaped groove 1 and the upper opening 3 of the new U-shaped groove 7 after the connection work. Even where 1 is already laid, it is possible to provide the same scenery as when a new waterway was laid.

図10及び図11は新規な水路を延長敷設した例を示すものであり、図10は交差する道路において略直角に敷設延長する例を示す。   10 and 11 show an example in which a new water channel is extended and laid, and FIG. 10 shows an example in which the water is laid and extended at a substantially right angle on an intersecting road.

また、図11は交差する道路を隔てて新規に水路を延長敷設した例を示したものである。   FIG. 11 shows an example in which a new waterway is newly laid across a crossing road.

また、たとえば図10あるいは図11に示す例において既設のU字溝1を敷設してある箇所で破損の激しい箇所を選択し、当該箇所を新規のU字溝7及び新規の蓋体8に交換敷設することもできる。   Further, for example, in the example shown in FIG. 10 or FIG. 11, a place where the existing U-shaped groove 1 is laid is selected at a place where severe damage is caused, and the place is replaced with a new U-shaped groove 7 and a new lid 8. It can also be laid.

尚、新規蓋体8の連結部兼導入溝部11の底壁14面を新規蓋体8の上面とほぼ同等の高さに形成しても構わないものであり、この場合はほとんど溝状はなくなり、連結部のみとなる。   Note that the bottom wall 14 of the connecting / introducing groove 11 of the new lid 8 may be formed at a height substantially equal to the upper surface of the new lid 8, and in this case, there is almost no groove. , Only the connecting part.

このような実施例が採用される箇所は勾配のある箇所に新規の水路を形成する箇所が好ましく、スリット10に雨水などの導入溝がなくとも比較的スムーズに側溝のU字状水路部6に集水することができる。
The place where such an embodiment is adopted is preferably a place where a new water channel is formed at a sloped location, and even if the slit 10 does not have an introduction groove such as rainwater, the U-shaped water channel portion 6 of the side groove can be relatively smoothly formed. Can collect water.

本発明の構成を説明する構成説明図(その1)である。BRIEF DESCRIPTION OF THE DRAWINGS It is structure explanatory drawing (the 1) explaining the structure of this invention. 本発明の構成を説明する構成説明図(その2)である。FIG. 3 is a configuration explanatory diagram (part 2) illustrating the configuration of the present invention. 本発明による新規蓋体の構成を説明する構成説明図である。It is a structure explanatory drawing explaining the structure of the novel cover body by this invention. 本発明による新規U字溝の構成を説明する構成説明図(その1)である。It is the structure explanatory drawing (the 1) explaining the structure of the novel U-shaped groove | channel by this invention. 本発明による新規U字溝の構成を説明する構成説明図(その2)である。It is the structure explanatory drawing (the 2) explaining the structure of the novel U-shaped groove | channel by this invention. 本発明による新規U字溝の構成を説明する構成説明図(その3)である。It is the structure explanatory view (the 3) explaining the composition of the new U character slot by the present invention. 本発明による新規U字溝の構成を説明する構成説明図(その4)である。It is the structure explanatory drawing (the 4) explaining the structure of the novel U-shaped groove | channel by this invention. 本発明による新規U字溝の構成を説明する構成説明図(その5)である。FIG. 6 is a configuration explanatory view (No. 5) illustrating a configuration of a novel U-shaped groove according to the present invention. 本発明の構成を説明する構成説明図(その3)である。FIG. 3 is a configuration explanatory diagram (part 3) illustrating the configuration of the present invention; 本発明の構成を説明する構成説明図(その4)である。FIG. 6 is a configuration explanatory diagram (part 4) illustrating the configuration of the present invention; 本発明の構成を説明する構成説明図(その5)である。FIG. 6 is a configuration explanatory view (No. 5) illustrating the configuration of the present invention.

符号の説明Explanation of symbols

1 既設U字溝
2 既設蓋体
3 上面開口
4 底壁
5 側壁
6 U字状水路部
7 新規U字溝
8 新規蓋体
9 高水流溝条
10 スリット
12 蓋体上面
13 蓋体下面
14 連結部兼導入溝部
15 切り欠き
16 グレーチング蓋体
DESCRIPTION OF SYMBOLS 1 Existing U-shaped groove 2 Existing lid 3 Upper surface opening 4 Bottom wall 5 Side wall 6 U-shaped channel 7 New U-shaped groove 8 New lid 9 High water flow groove 10 Slit 12 Lid upper surface 13 Lid lower surface 14 Connecting part Cum-introducing groove 15 notch 16 grating lid

Claims (6)

U字溝を接続して敷設された既設水路へ、新規水路を接続敷設する水路の敷設工法であり、
新規水路を形成する新規U字溝のU字状水路部は、既設水路を形成するU字溝のU字状水路部の幅及び高さと略同一の寸法に形成されると共に、U字状水路部の底面幅方向略中央には高水流用溝条が形成されてなり、かつ前記既設水路を形成した既設U字溝および新規U字溝の上面開口は、新規蓋体で密閉可能とされ、
該新規蓋体は略長方形板状をなし、幅方向略中央には複数箇所の連結部兼導入溝部を除いて上下に貫通する直線状スリットが形成され、該新規蓋体は既設のU字溝および新規U字溝の開口内側面に固定可能とされた、
ことを特徴とする水路の敷設工法。
A waterway laying method in which a new waterway is connected and laid to an existing waterway laid with a U-shaped groove connected,
The U-shaped water channel portion of the new U-shaped groove forming the new water channel is formed to have substantially the same dimensions as the width and height of the U-shaped water channel portion of the U-shaped groove forming the existing water channel, and the U-shaped water channel A groove for high water flow is formed at the substantially center in the bottom width direction of the part, and the upper surface opening of the existing U-shaped groove and the new U-shaped groove forming the existing water channel can be sealed with a new lid,
The new lid has a substantially rectangular plate shape, and a linear slit is formed at the substantially center in the width direction so as to penetrate up and down except for a plurality of connecting and introducing grooves, and the new lid has an existing U-shaped groove. And fixed to the inner surface of the opening of the new U-shaped groove,
A waterway laying method characterized by this.
U字溝を接続して敷設された既設水路の上部開口へ、新規蓋体を被せて固定する水路の敷設工法であり、
前記新規蓋体は、略長方形板状をなし、幅方向略中央には複数箇所の連結部兼導入溝部を除いて上下に貫通する直線状スリットが形成され、かつ同一規格で大量生産されてなり、
該新規蓋体を幅長が異なる既設U字溝の上部開口内側面に固定した、
ことを特徴とする水路の敷設工法。
It is a method of laying a water channel that covers and fixes a new lid to the upper opening of an existing water channel laid with a U-shaped groove connected,
The new lid has a substantially rectangular plate shape, and is formed in a mass at the same standard with a linear slit penetrating vertically except for a plurality of connecting and introducing grooves at the center in the width direction. ,
The new lid was fixed to the inner surface of the upper opening of the existing U-shaped groove having a different width.
A waterway laying method characterized by this.
U字溝と該U字溝の上面開口を塞ぐ略方形板状をなす蓋体からなり、前記蓋体は前記U字溝に固定されない様形成されたU字溝ユニットを接続して敷設された既設水路へ、新規水路を接続敷設する水路の敷設工法であり、
新規水路を形成する新規U字溝のU字状水路部は、既設水路を形成するU字溝のU字状水路部の幅及び高さと略同一の寸法に形成されると共に、U字状水路部の底面幅方向略中央には高水流用溝条が形成されてなり、かつ上面開口を塞ぐ新規蓋体は略長方形板状をなし、幅方向略中央には複数箇所の連結部兼導入溝部を除いて上下に貫通する直線状スリットが形成され、該新規蓋体は新規U字溝の開口内側面に固定された、
ことを特徴とする水路の敷設工法。
The lid is formed of a U-shaped groove and a substantially rectangular plate-like lid that closes the upper surface opening of the U-shaped groove, and the lid is laid by connecting a U-shaped groove unit that is not fixed to the U-shaped groove. A waterway laying method that connects and lays a new waterway to an existing waterway.
The U-shaped water channel portion of the new U-shaped groove forming the new water channel is formed to have substantially the same dimensions as the width and height of the U-shaped water channel portion of the U-shaped groove forming the existing water channel, and the U-shaped water channel A groove for high water flow is formed at the center of the bottom surface in the width direction, and the new lid that closes the top opening has a substantially rectangular plate shape, and a plurality of connecting and introducing grooves at the center in the width direction. A straight slit penetrating up and down is formed except for, and the new lid is fixed to the inner surface of the opening of the new U-shaped groove,
A waterway laying method characterized by this.
前記複数箇所設けられた連結部兼導入溝部の底壁は、前記蓋体の長手方向に向かい、同様の向きからなる傾斜面として形成された、
ことを特徴とする請求項1、請求項2または請求項3記載の水路の敷設工法。
The bottom wall of the connecting and introducing groove provided at the plurality of locations is formed as an inclined surface that faces in the longitudinal direction of the lid and has the same orientation.
The waterway laying method according to claim 1, claim 2, or claim 3.
既設水路と既設水路の間に新規U字溝及び新規蓋体を敷設して新規水路を形成する、
ことを特徴とした請求項3または請求項4記載の水路の敷設工法。
A new U channel is formed by laying a new U-shaped groove and a new lid between the existing water channel and the existing water channel.
The waterway laying method according to claim 3 or 4, wherein the waterway is laid.
前記新規蓋体の連結部兼導入溝部における底壁は、蓋体上面とほぼ同一面上に形成された、
ことを特徴とする請求項1、請求項2、請求項3、請求項4または請求項5記載の水路の敷設工法。
The bottom wall of the connecting portion and introducing groove portion of the new lid is formed on substantially the same plane as the upper surface of the lid,
The waterway laying method according to claim 1, claim 2, claim 3, claim 4, or claim 5.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011162946A (en) * 2010-02-05 2011-08-25 Goto Concrete Kk Method of re-forming gutter and adjacent road

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Publication number Priority date Publication date Assignee Title
JP2011080306A (en) * 2009-10-09 2011-04-21 Goto Concrete Kk Construction method of reforming existing side ditch
JP5764378B2 (en) * 2011-04-21 2015-08-19 インフラテック株式会社 Side groove cover and fixing method of side groove cover
JP6161063B2 (en) * 2013-05-07 2017-07-12 ゴトウコンクリート株式会社 How to repair a circular channel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011162946A (en) * 2010-02-05 2011-08-25 Goto Concrete Kk Method of re-forming gutter and adjacent road

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