JP3718279B2 - Encapsulated side gutter - Google Patents

Encapsulated side gutter Download PDF

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JP3718279B2
JP3718279B2 JP08325996A JP8325996A JP3718279B2 JP 3718279 B2 JP3718279 B2 JP 3718279B2 JP 08325996 A JP08325996 A JP 08325996A JP 8325996 A JP8325996 A JP 8325996A JP 3718279 B2 JP3718279 B2 JP 3718279B2
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side groove
support member
encapsulated
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JPH09242169A (en
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純一 平田
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純一 平田
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【0001】
【発明の属する技術分野】
本発明は、被包型側溝に関するものであり、特に、略逆U字型の形状を呈し、覆い被せるスタイルで側溝を構成する被包型側溝に関するものである。
【0002】
【従来の技術】
従来より、図6に示すような断面が略逆U字型の形状を呈した被包型側溝が知られている。図6は従来の被包型側溝を示す分解斜視図である。
【0003】
図6に示すように、この被包型側溝の側溝50は、平面方向に略長方形の形状を呈する水平支持部材52と、この水平支持部材52の両端辺より各々に下方へ垂直に延設され、平面方向に略長方形の形状を呈する垂直支持部材53とで構成されている。水平支持部材52は一般道路を通過する自動車等による鉛直方向に加わる荷重に耐えるのに必要な強度と厚さを有しており、垂直支持部材53は水平支持部材52の受ける鉛直荷重に耐えるのに必要な強度と厚さを有している。
【0004】
水平支持部材52には、略中央に長方形の形状を呈し、幅方向に2つの垂直支持部材53の内側面に挟まれた部分まで開口された開口部54が設けられている。開口部54の幅方向両側部には、水平面55aと垂直面55bとで構成され側溝蓋60を支持する支持部55が形成されている。
【0005】
側溝蓋60は、略平面方向に長方形の形状を呈し、長さ方向の一端部の略中央に凹状の手掛部62が形成されている。水平支持部材52の開口部54の支持部55によって支持される当接部61は、水平面61aと垂直面61bとで構成されている。この側溝蓋60は、幅方向の両端辺が支持されたとき、一般道路を通過する自動車等による鉛直方向に加わる荷重に耐えるのに必要な強度と厚さを有している。
【0006】
つまり、この被包型側溝では、側溝蓋60の幅方向両端部の当接部61が開口部54の幅方向両端部の支持部55によって支持されており、当接部61の水平面61aが支持部55の水平面55aに、当接部61の垂直面61bが支持部55の水平面55aに各々当接している。即ち、側溝蓋60は着脱可能に開口部54を閉蓋しており、側溝蓋60の上面と側溝50の水平支持部材52の上面が略面一になっている。
【0007】
また、各々の垂直支持部材53の長さ方向の両端部には、断面凹状の目地溝53aが鉛直方向に水平支持部材52の上面まで延設されている。側溝50を隣接状態で連ねて施工した後、この目地溝53aにモルタル等が流し込まれる。
【0008】
【発明が解決しようとする課題】
しかし、上記のような従来の被包型側溝では、側溝蓋60を支持する側溝50の支持部55が水平面55a及び垂直面55bで構成されているとともに、側溝蓋60の当接部61も水平面61a及び垂直面61bで構成されていた。したがって、側溝蓋60は平面によって支持されるため、側溝蓋60及び側溝50を成形する際に生じる誤差等により、側溝蓋60ががたつくという問題が生じていた。つまり、成形する際に、側溝50においては、隣り合う水平面55aの平行精度に、側溝蓋60においては、下面の平行精度にどうしても誤差が生じていた。たとえ数mm程度の僅かな誤差であっても、側溝蓋60の上面を車両や人が通過すると、側溝蓋60はがたつき、騒音が発生していた。しかも、この騒音を発生しない精度の成形は、経済性を考慮した加工法では事実上不可能であった。
【0009】
また、仮に精度よく側溝50及び側溝蓋60を成形できたとしても、側溝50の支持部55の水平面55aには、土や小石等が溜り易く、人の手で清掃する必要があった。しかも、これらの土や小石等により、側溝蓋60ががたつくこともあり、騒音発生の原因になることもあった。
【0010】
そこで、本発明は、簡易な構成により、側溝蓋のがたつきを抑制し、騒音が発生しない被包型側溝の提供を課題とするものである。
【0011】
【課題を解決するための手段】
本発明にかかる被包型側溝は、断面凸状の曲面からなる当接部を有する側溝蓋と、前記側溝蓋で閉蓋可能な開口部を水平支持部材の上面の略中央に有し、前記開口部の端部に前記側溝蓋の当接部の曲面と略相似の断面凹状の曲面からなり、下端に前記側溝蓋の前記当接部の下端部との間に所定の隙間を形成するためのせぎり部が形成された支持面を有するとともに、前記水平支持部材の両端辺から下方に垂直支持部材が夫々延設された側溝とを備えたものである。
【0012】
したがって、本発明の被包型側溝によれば、水平支持部材の一部に穿設された開口部の側溝蓋を支持する支持面の形状が曲面であり、側溝蓋の当接部も曲面であることから、側溝蓋より受ける荷重は、分散されるとともに密着性がよくなる。なお、支持面には平面部分がないために、小石、砂利、土等が堆積しにくく、堆積したときも非常に除去しやすい。
【0013】
【発明の実施の形態】
以下、本発明の実施形態について説明をする。図1は本発明の第一実施形態である被包型側溝を示す分解斜視図、図2は図1の被包型側溝のX−X断面を示す断面図である。
【0014】
図1及び図2に示すように、本実施形態の被包型側溝は、側溝1と側溝蓋10とで構成されている。この被包型側溝の側溝1は、平面方向に略長方形を呈し、幅方向の両端辺が支持されたとき、一般道路を通過する自動車等による鉛直方向に加わる荷重に耐えるのに必要な強度と厚さを有する水平支持部材2と、この水平支持部材2の両端辺より各々に下方へ延設され、平面方向に略長方形を呈し、水平支持部材2の受ける鉛直荷重に耐えるのに必要な強度と厚さを有する垂直支持部材3とで構成されている。
【0015】
水平支持部材2には、略中央に長方形を呈し、幅方向に2つの垂直支持部材3の内側面に挟まれた部分まで開口された開口部4が設けられている。この開口部4の幅方向両側部には断面が凹状の曲面形状を呈し、側溝蓋10を支持する支持面5が形成されている。また、この支持面5の下端にはせぎり部5aが形成されている。
【0016】
側溝蓋10は略平面方向に長方形を呈し、幅方向の両端辺が支持されたとき、一般道路を通過する自動車等による鉛直方向に加わる荷重に耐えるのに必要な強度と厚さを有しており、長さ方向の一端部の略中央に凹状の手掛部12を形成されている。そして、側溝蓋10の幅方向両端部には、側溝1の支持面5と略同形状の相似形の凸状の曲面を呈した当接部11が形成されている。つまり、側溝蓋10の当接部11は曲面で側溝1の支持面5に当接状態で支持されることにより、側溝蓋10は側溝1の開口部4に着脱可能に嵌込装着される。そして、開口部4は水平支持部材2の上面と側溝蓋10の上面が略面一になった状態で側溝蓋10によって閉蓋される。
【0017】
側溝1の各々の垂直支持部材3には、長さ方向の両端部に断面形状が凹状の目地溝3aが鉛直方向に形成されており、この目地溝3aは水平支持部材2の上面まで延設されている。側溝1を隣接状態で連ねて施工した後、この目地溝3aにモルタル等が流し込まれる。
【0018】
すなわち、本実施形態の被包型側溝は、上記図6に示した従来の被包型側溝の側溝蓋60の当接部61の構造が水平面61a及び垂直面61bからなる平面によるものであったのに対して、図1及び図2に示すように側溝蓋10の当接部11の構造が断面凸状の曲面からなる点と、上記図6に示した従来の被包型側溝の側溝50の支持部55の構造が水平面55a及び垂直面55bからなる平面によるものであったのに対して、図1及び図2に示すように側溝1の支持面5の構造が断面凹状の曲面からなる点で大きく相違している。側溝1の支持面5の断面凹状の曲面は、側溝蓋10の当接部11の断面凸状の曲面と略相似である。つまり、この相違点が本実施形態の被包型側溝の特徴とするところである。
【0019】
図3は本発明の第一実施形態である被包型側溝の施工状態を示す断面図である。この被包型側溝を設置するには、まず、設置溝を掘る等して設置場所の地面のレベル調整を行なう。そして、図3に示すように、ぐり石を敷きつめ、ランマ等でてん圧し、捨てコンクリートを打ち、被包型側溝の設置面より若干低めに上面レベルを合わせ均すことで基礎ぐり石層23を形成する。次に、被包型側溝1の正確な設置面を決定するために基礎コンクリートを打って均し、基礎コンクリート層22を形成する。基礎コンクリート層22が略硬化してから、基礎コンクリート層22の上面に側溝1を配置し、ライナを敷く等して、レベルの微調整を行ない、開口部4より仕上げコンクリートを打ち、棒等で垂直支持部材3の内面の下部に沿って突くように撹拌し、仕上げコンクリートが垂直支持部材3の下面と基礎コンクリート層22の上面に生じた隙間を全て埋め尽くすまで挿填させ、仕上げコンクリート上面露出部を略均等に均して水底面21aを形成する。
【0020】
続いて、本実施形態の被包型側溝の施工方法について説明する。図4は本発明の第一実施形態である被包型側溝の施工状況を示す説明図であり、(a)は側面方向による被包型側溝の施工状況を示す説明図で、(b)は正面方向による被包型側溝の設置状況を示す説明図である。
【0021】
図4の(a)及び(b)に示すように、被包型側溝の側溝1は2台の支持台車30を用いて設置される。支持台車30は、台部材32と、台部材32の上部に配設され上下に高さ調整可能に側溝1のような重量物を支持できる高さ調整部31と、台部材32の下部に設けられ台部材32の水平方向への移動を自在に支持するキャスタ33とで構成されている。この支持台車30の高さ調整部31の高さを一番低くしたときは、側溝1の水平支持部材2及び垂直支持部材3に囲まれた空間に収納可能な大きさであり、高さ調整部31の高さを一番高くしたときは、側溝1の水平支持部材2を支持でき、垂直支持部材3の下面を基礎コンクリート層22の上面から離脱した状態にできる。上記の説明で、基礎コンクリート層22の上面に側溝1を配置するには、まず、トラック等の車両で運んできた複数の側溝1をユニックやクレーン等で、基礎コンクリート層22の上面の被包型側溝の施工予定位置付近に、目分量で適当に配列させておく。そして、各々の側溝1を2台の支持台車30によって支持し、水平方向及び垂直方向に適宜移動させ、正確な設置場所の位置決めを行ない、設置位置を確定してから垂直支持部材3の下面と基礎コンクリート層22の上面の間に生じた隙間にライナ等を介在させて側溝1を仮設置しておき、高さ調整部31を下げて支持台車30を取外す。1つ目の側溝1の仮設置が終了したら、順次、隣の側溝1の仮支持を行なっていき、全ての側溝1の仮設置が終了してから、仕上げコンクリート層21を打つ作業に移る。
【0022】
そして、仕上げコンクリート層21の作業が終了したら、各々の側溝1の目地溝3aにモルタルを挿填し、隣り合う側溝1との間の隙間を全て埋め尽くし、各々の側溝1の開口部4を側溝蓋10で閉蓋する。各側溝蓋10は、当接部11が側溝1の開口部4の支持面5で支持され、側溝1の水平支持部材2の上面と側溝蓋10の上面とが略面一状態になる。
【0023】
続いて、本実施形態の被包型側溝の他の施工方法について説明する。図5は本発明の第一実施形態である被包型側溝の他の施工状態を示す説明図である。
【0024】
図5では、道路の側方沿に被包型側溝が設置されており、被包型側溝の上面を乗用車等の車両40が通過中である。図5に示すような被包型側溝の設置状態では、側溝の上面が略水平な道路の路面に沿っているのに対して、側溝内部に形成される水路の水底面は傾斜している。即ち、図5に示す施工で使用されている被包型側溝は、垂直支持部材3の下部が傾斜する水路の角度に合わせて傾斜させて成形されている。通常のU字型の側溝では、上面と水底面の角度を現場に合わせて変更する場合、側溝の成形型を新たに製作しなければならず、特注の場合非常に高価な側溝となっていた。ところが、本実施形態の被包型側溝では、垂直支持部材3の下部に底部材はなく非常に簡素な構成となっているため、標準タイプの被包型側溝の成形型の垂直支持部材3の成形部分だけを延長するだけで、容易に目的に叶った側溝が提供でき、製作費も安価である。なお、この施工の場合にも当然のことながら支持台車30が使用される。
【0025】
したがって、本実施形態の被包型側溝は、基礎コンクリート層22の上面において位置決めする際に、支持台車30で容易に位置決めでき、ユニックやクレーンを必要とするのは仮配置のときだけで、通常のU字型の側溝のように位置決めが終了するまでユニックやクレーンを必要とすることなく、非常に安全であるとともに、交通の妨げになる時間も非常に短い。
【0026】
特に、本実施形態の被包型側溝は、断面凸状の曲面からなる当接部11を有する側溝蓋10と、この側溝蓋10で閉蓋可能な開口部4を水平支持部材2の上面の略中央に有し、開口部4の端部に側溝蓋10の当接部11の曲面と略相似の断面凹状の曲面からなる支持面5を有するとともに、水平支持部材2の両端辺から下方に垂直支持部材3が各々延設された側溝1とで構成されていることから、施工後に上面を車両等が通過しても、側溝蓋10ががたつくことがなく、騒音が発生しない。
【0027】
つまり、側溝蓋10を支持する支持面5の受ける力は支持面5が曲面であるために、側溝蓋10に作用する垂直荷重が側溝蓋10の当接部11から側溝1の支持面5を介して分散されて側溝1に伝達されるとともに、側溝蓋10と側溝1との密着性がよくなるため、側溝蓋10の上面に加わる力の不均衡によりがたつかず、騒音が発生しない。また、支持面5には平面部分がないために、小石、砂利、土等が堆積しにくく、堆積したときも非常に除去し易いので、側溝蓋10を装着するのに手間がかからない。しかも、この支持面5の下端にはせぎり部5aが形成されており、側溝蓋10の当接部11の下端部と側溝1の支持面5の下端部との間に所定の隙間が形成されるので、施工後には砂利、土等はこの隙間に集まり、側溝蓋10の当接部11と側溝1の支持面5とは面接触状態が維持される。更に、側溝蓋10に垂直荷重が作用した場合に、側溝蓋10と側溝1との接触面が曲面であるために、力線の作用方向が分散され、側溝蓋10及び側溝1にかかる負担が軽減され、耐用年数が延びる。
【0028】
すなわち、本実施形態の被包型側溝は、従来の被包型側溝の作用及び効果に加えて、側溝蓋10の上面を車両や人が通過しても、側溝蓋10ががたついて騒音が発生しないとともに、被包型側溝50の設置工事または保守点検等の場合に側溝蓋10を外した際には支持面5に小石、砂利、土等が堆積しにくく、堆積したときも非常に除去しやすい。
【0029】
なお、上記説明では、仕上げコンクリート層21を打つ作業は、必ずしも被包型側溝の基礎コンクリート層22の上面への仮設置が全て終了してから行なうものではなく、側溝の基礎コンクリート層22の上面への仮設置が終了した側溝1から順に、仕上げコンクリート層21を打つ作業に順次移行していっても構わない。
【0030】
また、上記説明では、目地溝3aへのモルタルの挿填作業は、仕上げコンクリート層21の作業の終了後に限定されるものではなく、被包型側溝の仮支持状態において、隣り合う被包型側溝が仮設置されれば、隣り合う被包型側溝の間の目地溝3aについては順次、モルタルの挿填作業を行なっていってもよい。
【0031】
【発明の効果】
以上のように、本発明の被包型側溝は、水平支持部材の一部に穿設された開口部の側溝蓋を支持する支持面の形状が曲面であり、側溝蓋の当接部も曲面であることから、側溝蓋より受ける荷重は、分散されるとともに密着性がよくなるので、側溝蓋の上面を車両や人が通過するときに、がたついて騒音が発生することはない。なお、支持面には平面部分がないために、小石、砂利、土等が堆積しにくく、堆積したときも非常に除去しやすいので、側溝蓋を装着するのに手間がかからない。
【図面の簡単な説明】
【図1】本発明の第一実施形態である被包型側溝を示す分解斜視図である。
【図2】図1の被包型側溝のX−X断面を示す断面図である。
【図3】本発明の第一実施形態である被包型側溝の施工状態を示す断面図である。
【図4】本発明の第一実施形態である被包型側溝の施工状況を示す説明図である。
【図5】本発明の第一実施形態である被包型側溝の他の施工状態を示す説明図である。
【図6】従来の被包型側溝を示す分解斜視図である。
【符号の説明】
1 側溝
2 水平支持部材
3 垂直支持部材
3a 目地溝
4 開口部
5 支持面
10 側溝蓋
11 当接部
12 手掛部
21 仕上コンクリート層
21a 水底面
22 基礎コンクリート層
23 基礎ぐり石層
30 支持台車
31 高さ調整部
32 台部材
33 キャスタ
40 車両
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an encapsulated side groove, and more particularly to an encapsulated side groove that has a substantially inverted U-shape and forms the side groove in a covering style.
[0002]
[Prior art]
Conventionally, an enveloping side groove having a substantially inverted U-shaped cross section as shown in FIG. 6 is known. FIG. 6 is an exploded perspective view showing a conventional enveloping side groove.
[0003]
As shown in FIG. 6, the side groove 50 of the encapsulated side groove is provided with a horizontal support member 52 having a substantially rectangular shape in the plane direction and vertically extending downward from both ends of the horizontal support member 52. The vertical support member 53 has a substantially rectangular shape in the plane direction. The horizontal support member 52 has the strength and thickness necessary to withstand the load applied in the vertical direction by an automobile or the like passing through a general road, and the vertical support member 53 can withstand the vertical load received by the horizontal support member 52. It has the necessary strength and thickness.
[0004]
The horizontal support member 52 is provided with an opening 54 that has a rectangular shape substantially in the center and is open to the portion sandwiched between the inner side surfaces of the two vertical support members 53 in the width direction. On both sides of the opening 54 in the width direction, support portions 55 configured by a horizontal surface 55a and a vertical surface 55b and supporting the side groove lid 60 are formed.
[0005]
The side groove cover 60 has a rectangular shape in a substantially plane direction, and a concave handle portion 62 is formed at a substantially center of one end portion in the length direction. The contact part 61 supported by the support part 55 of the opening part 54 of the horizontal support member 52 includes a horizontal plane 61a and a vertical plane 61b. The side groove cover 60 has strength and thickness necessary to withstand a load applied in a vertical direction by an automobile or the like passing through a general road when both ends in the width direction are supported.
[0006]
That is, in this encapsulated side groove, the contact portions 61 at both ends in the width direction of the side groove lid 60 are supported by the support portions 55 at both ends in the width direction of the opening 54, and the horizontal surfaces 61 a of the contact portions 61 are supported. The vertical surface 61b of the contact portion 61 is in contact with the horizontal surface 55a of the support portion 55, respectively. That is, the side groove cover 60 detachably closes the opening 54, and the upper surface of the side groove cover 60 and the upper surface of the horizontal support member 52 of the side groove 50 are substantially flush with each other.
[0007]
In addition, joint grooves 53 a having a concave cross section are extended to the upper surface of the horizontal support member 52 in the vertical direction at both ends in the length direction of each vertical support member 53. After the side grooves 50 are connected in an adjacent state, mortar or the like is poured into the joint grooves 53a.
[0008]
[Problems to be solved by the invention]
However, in the conventional enveloping side groove as described above, the support portion 55 of the side groove 50 that supports the side groove lid 60 is constituted by the horizontal surface 55a and the vertical surface 55b, and the contact portion 61 of the side groove lid 60 is also horizontal. 61a and a vertical surface 61b. Therefore, since the side groove lid 60 is supported by a flat surface, there is a problem that the side groove lid 60 rattles due to an error that occurs when the side groove lid 60 and the side groove 50 are formed. That is, when molding, there is an error in the parallel accuracy of the adjacent horizontal surface 55a in the side groove 50 and the parallel accuracy of the lower surface in the side groove lid 60. Even if there is a slight error of about several millimeters, when a vehicle or a person passes through the upper surface of the side groove cover 60, the side groove cover 60 rattles and noise is generated. Moreover, molding with such accuracy that does not generate noise is practically impossible by a processing method considering economics.
[0009]
Further, even if the side groove 50 and the side groove cover 60 can be formed with high accuracy, dirt or pebbles are likely to accumulate on the horizontal surface 55a of the support portion 55 of the side groove 50, and it has been necessary to clean it by human hands. In addition, the side groove cover 60 may rattle due to these soils, pebbles, etc., which may cause noise.
[0010]
Accordingly, an object of the present invention is to provide an encapsulated side groove that suppresses rattling of the side groove cover and does not generate noise with a simple configuration.
[0011]
[Means for Solving the Problems]
The encapsulated side groove according to the present invention has a side groove cover having a contact portion made of a curved surface with a convex cross section, and an opening that can be closed by the side groove cover at the substantially center of the upper surface of the horizontal support member, the end of the opening the Ri Do from concave section curved surface of the curved surface substantially similar abutment of groove closure, to form a predetermined clearance between the lower end portion of the contact portion of the groove cover the lower end In addition to having a support surface on which a marginal portion is formed , there are provided side grooves each having a vertical support member extending downward from both sides of the horizontal support member.
[0012]
Therefore, according to the encapsulated side groove of the present invention, the shape of the support surface that supports the side groove cover of the opening formed in a part of the horizontal support member is a curved surface, and the contact portion of the side groove cover is also a curved surface. For this reason, the load received from the side groove cover is dispersed and adhesion is improved. In addition, since there is no flat portion on the support surface, pebbles, gravel, soil, and the like are difficult to deposit, and when they are deposited, they are very easy to remove.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described. FIG. 1 is an exploded perspective view showing an encapsulated side groove according to the first embodiment of the present invention, and FIG. 2 is a sectional view showing an XX cross section of the encapsulated side groove of FIG.
[0014]
As shown in FIGS. 1 and 2, the encapsulated side groove of the present embodiment includes a side groove 1 and a side groove lid 10. The side groove 1 of the encapsulated side groove has a substantially rectangular shape in the plane direction, and has strength required to withstand a load applied in a vertical direction by an automobile or the like passing through a general road when both ends in the width direction are supported. The horizontal support member 2 having a thickness and the strength required to withstand the vertical load received by the horizontal support member 2, extending downward from both ends of the horizontal support member 2 and having a substantially rectangular shape in the plane direction. And a vertical support member 3 having a thickness.
[0015]
The horizontal support member 2 is provided with an opening 4 that has a rectangular shape at substantially the center and is open to a portion sandwiched between the inner side surfaces of the two vertical support members 3 in the width direction. On both sides of the opening 4 in the width direction, a curved surface having a concave cross section is formed, and support surfaces 5 for supporting the side groove lid 10 are formed. Further, a marginal portion 5 a is formed at the lower end of the support surface 5.
[0016]
The side groove cover 10 has a rectangular shape in a substantially planar direction, and has strength and thickness necessary to withstand a load applied in a vertical direction by an automobile or the like passing through a general road when both ends in the width direction are supported. A concave handle 12 is formed substantially at the center of one end in the length direction. And the contact part 11 which exhibited the convex curved surface of the similar shape of the substantially same shape as the support surface 5 of the side groove 1 is formed in the width direction both ends of the side groove cover 10. As shown in FIG. That is, the abutting portion 11 of the side groove lid 10 is a curved surface and is supported in contact with the support surface 5 of the side groove 1, so that the side groove lid 10 is detachably fitted into the opening 4 of the side groove 1. The opening 4 is closed by the side groove cover 10 in a state where the upper surface of the horizontal support member 2 and the upper surface of the side groove cover 10 are substantially flush with each other.
[0017]
Each vertical support member 3 of the side groove 1 is formed with joint grooves 3 a having a concave cross-sectional shape at both ends in the length direction in the vertical direction. The joint grooves 3 a extend to the upper surface of the horizontal support member 2. Has been. After the side grooves 1 are connected in an adjacent state, mortar or the like is poured into the joint grooves 3a.
[0018]
That is, in the encapsulated side groove of the present embodiment, the structure of the abutment portion 61 of the side groove lid 60 of the conventional encapsulated side groove shown in FIG. 6 is a plane composed of a horizontal surface 61a and a vertical surface 61b. On the other hand, as shown in FIGS. 1 and 2, the structure of the contact portion 11 of the side groove cover 10 is a curved surface having a convex cross section, and the side groove 50 of the conventional encapsulated side groove shown in FIG. The support portion 55 has a horizontal plane 55a and a vertical plane 55b. On the other hand, as shown in FIGS. 1 and 2, the structure of the support surface 5 of the side groove 1 is a curved surface having a concave cross section. It is greatly different in point. The concave curved surface of the support surface 5 of the side groove 1 is substantially similar to the convex curved surface of the cross section of the contact portion 11 of the side groove lid 10. That is, this difference is a feature of the encapsulated side groove of this embodiment.
[0019]
FIG. 3 is a cross-sectional view showing a construction state of the encapsulated side groove which is the first embodiment of the present invention. In order to install this enveloping side groove, first, the level of the ground at the installation location is adjusted by digging the installation groove or the like. Then, as shown in FIG. 3, the basic calcite layer 23 is formed by laying a quarry stone, pressing it with a ramma, etc., hitting the discarded concrete, and leveling the upper surface level slightly below the installation surface of the enveloping side groove Form. Next, in order to determine an accurate installation surface of the enveloping side groove 1, the foundation concrete is hit and leveled to form the foundation concrete layer 22. After the foundation concrete layer 22 is substantially cured, the side groove 1 is arranged on the upper surface of the foundation concrete layer 22 and a liner is laid, etc., and the level is finely adjusted. Stir so as to protrude along the lower part of the inner surface of the vertical support member 3, and insert the finished concrete until the gap between the lower surface of the vertical support member 3 and the upper surface of the foundation concrete layer 22 is completely filled. The water bottom surface 21a is formed by leveling the portions substantially evenly.
[0020]
Then, the construction method of the encapsulation type side groove | channel of this embodiment is demonstrated. FIG. 4 is an explanatory view showing the construction status of the encapsulated side groove according to the first embodiment of the present invention, (a) is an explanatory view showing the construction status of the encapsulated side groove according to the side surface direction, and (b) is It is explanatory drawing which shows the installation condition of the encapsulation type side groove | channel by a front direction.
[0021]
As shown in FIGS. 4A and 4B, the side groove 1 of the encapsulated side groove is installed using two support carts 30. The support carriage 30 is provided at a lower portion of the base member 32, a height adjusting portion 31 that is disposed on the upper portion of the base member 32 and can support a heavy object such as the side groove 1 so that the height can be adjusted vertically. The caster 33 is configured to freely support the horizontal movement of the base member 32. When the height of the height adjusting portion 31 of the support carriage 30 is the lowest, the size can be accommodated in the space surrounded by the horizontal support member 2 and the vertical support member 3 of the side groove 1 and the height adjustment is performed. When the height of the portion 31 is made highest, the horizontal support member 2 of the side groove 1 can be supported, and the lower surface of the vertical support member 3 can be separated from the upper surface of the foundation concrete layer 22. In the above description, in order to arrange the side grooves 1 on the upper surface of the foundation concrete layer 22, first, the plurality of side grooves 1 carried by a vehicle such as a truck are encapsulated on the upper surface of the foundation concrete layer 22 with a unic or a crane. Arrange appropriately in the vicinity of the planned construction position of the mold side groove. Then, each side groove 1 is supported by the two support carriages 30 and is appropriately moved in the horizontal direction and the vertical direction to accurately position the installation place, and after determining the installation position, The side groove 1 is temporarily installed with a liner or the like interposed in the gap formed between the upper surfaces of the foundation concrete layer 22, the height adjusting portion 31 is lowered, and the support carriage 30 is removed. When the temporary installation of the first side groove 1 is completed, the temporary support of the adjacent side groove 1 is sequentially performed, and after the temporary installation of all the side grooves 1 is completed, the work is started to hit the finished concrete layer 21.
[0022]
Then, when the work of the finished concrete layer 21 is completed, mortar is inserted into the joint groove 3a of each side groove 1, and all gaps between the adjacent side grooves 1 are filled, and the opening 4 of each side groove 1 is filled. The side groove lid 10 is closed. In each side groove cover 10, the contact portion 11 is supported by the support surface 5 of the opening 4 of the side groove 1, and the upper surface of the horizontal support member 2 of the side groove 1 and the upper surface of the side groove cover 10 are substantially flush.
[0023]
Then, the other construction method of the encapsulated type side groove | channel of this embodiment is demonstrated. FIG. 5 is an explanatory view showing another construction state of the encapsulated side groove according to the first embodiment of the present invention.
[0024]
In FIG. 5, the enveloping side groove is installed along the side of the road, and a vehicle 40 such as a passenger car is passing through the upper surface of the enclosing side groove. In the installation state of the encapsulated side groove as shown in FIG. 5, the upper surface of the side groove is along the road surface of a substantially horizontal road, whereas the bottom surface of the water channel formed inside the side groove is inclined. That is, the enveloping side groove used in the construction shown in FIG. 5 is formed so as to be inclined according to the angle of the water channel in which the lower portion of the vertical support member 3 is inclined. In a normal U-shaped side groove, when the angle between the top surface and the bottom surface of the water is changed according to the site, a side groove molding die must be newly manufactured, and in the case of a special order, it is a very expensive side groove. . However, the enveloping side groove of the present embodiment has a very simple configuration with no bottom member below the vertical support member 3. Therefore, the vertical support member 3 of the standard type encapsulating side groove forming die has a very simple configuration. By extending only the molded part, it is possible to easily provide a side groove that meets the purpose, and the production cost is low. Note that the support carriage 30 is also used in this construction as a matter of course.
[0025]
Therefore, the enveloping side groove of the present embodiment can be easily positioned by the support carriage 30 when positioning on the upper surface of the foundation concrete layer 22, and the unic or crane is required only in the temporary arrangement. No UNIC or crane is required until positioning is completed as in the U-shaped side groove, and it is very safe and the time that hinders traffic is very short.
[0026]
In particular, the encapsulated side groove of the present embodiment has a side groove lid 10 having a contact portion 11 having a curved surface with a convex cross section, and an opening 4 that can be closed by the side groove lid 10 on the upper surface of the horizontal support member 2. At the end of the opening 4 there is a support surface 5 made of a curved surface having a concave cross section substantially similar to the curved surface of the abutting portion 11 of the side groove lid 10, and downward from both ends of the horizontal support member 2. Since the vertical support members 3 are constituted by the side grooves 1 extended from each other, even if a vehicle or the like passes through the upper surface after the construction, the side groove lid 10 does not rattle and no noise is generated.
[0027]
That is, the force received by the support surface 5 that supports the side groove lid 10 is that the support surface 5 is a curved surface, so that a vertical load acting on the side groove lid 10 is applied to the support surface 5 of the side groove 1 from the contact portion 11 of the side groove lid 10. And is transmitted to the side groove 1 and the close contact between the side groove cover 10 and the side groove 1 is improved. Therefore, the force applied to the upper surface of the side groove cover 10 is not distorted and no noise is generated. Further, since there is no flat portion on the support surface 5, pebbles, gravel, soil, and the like are difficult to deposit, and when they are deposited, they are very easy to remove. Moreover, a margin 5 a is formed at the lower end of the support surface 5, and a predetermined gap is formed between the lower end of the contact portion 11 of the side groove lid 10 and the lower end of the support surface 5 of the side groove 1. Therefore, after construction, gravel, soil and the like gather in this gap, and the contact portion 11 of the side groove lid 10 and the support surface 5 of the side groove 1 are maintained in a surface contact state. Furthermore, when a vertical load is applied to the side groove cover 10, the contact surface between the side groove cover 10 and the side groove 1 is a curved surface, so that the direction of action of the force lines is dispersed, and the load applied to the side groove cover 10 and the side groove 1 is increased. It is reduced and the service life is extended.
[0028]
In other words, the enveloping side groove of the present embodiment, in addition to the action and effect of the conventional enveloping side groove, even if a vehicle or a person passes through the upper surface of the side groove lid 10, the side groove lid 10 rattles and generates noise. It does not occur, and pebbles, gravel, soil, etc. are difficult to deposit on the support surface 5 when the side groove cover 10 is removed in the case of installation work or maintenance inspection of the encapsulated side groove 50, and when it is deposited, it is very removed It's easy to do.
[0029]
In the above description, the operation of hitting the finished concrete layer 21 is not necessarily performed after all the temporary installation of the encapsulated side grooves on the upper surface of the foundation concrete layer 22 is completed. The work may be sequentially shifted to the work of striking the finished concrete layer 21 in order from the side groove 1 where the temporary installation is completed.
[0030]
Further, in the above description, the insertion operation of the mortar into the joint groove 3a is not limited after the work of the finished concrete layer 21 is completed. Is temporarily installed, the mortar insertion work may be sequentially performed on the joint grooves 3a between the adjacent enveloping side grooves.
[0031]
【The invention's effect】
As described above, in the encapsulated side groove of the present invention, the shape of the support surface that supports the side groove cover of the opening formed in a part of the horizontal support member is a curved surface, and the contact portion of the side groove cover is also a curved surface. Therefore, since the load received from the side groove cover is dispersed and the adhesion is improved, no noise is generated by rattling when a vehicle or a person passes through the upper surface of the side groove cover. In addition, since there is no flat portion on the support surface, pebbles, gravel, soil, and the like are difficult to deposit, and when they are deposited, they are very easy to remove.
[Brief description of the drawings]
FIG. 1 is an exploded perspective view showing an encapsulated side groove according to a first embodiment of the present invention.
2 is a cross-sectional view showing an X-X cross section of the encapsulated side groove of FIG. 1;
FIG. 3 is a cross-sectional view showing a construction state of an enveloping side groove that is the first embodiment of the present invention.
FIG. 4 is an explanatory view showing a construction situation of an encapsulated side groove that is the first embodiment of the present invention.
FIG. 5 is an explanatory view showing another construction state of the encapsulated side groove according to the first embodiment of the present invention.
FIG. 6 is an exploded perspective view showing a conventional enveloping side groove.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Side groove 2 Horizontal support member 3 Vertical support member 3a Joint groove 4 Opening part 5 Support surface 10 Side groove cover 11 Contact part 12 Handle part 21 Finishing concrete layer 21a Bottom surface 22 Foundation concrete layer 23 Foundation crushed stone layer 30 Supporting cart 31 Height adjustment section 32 Base member 33 Casters 40 Vehicle

Claims (1)

断面凸状の曲面からなる当接部を有する側溝蓋と、
前記側溝蓋で閉蓋可能な開口部を水平支持部材の上面の略中央に有し、前記開口部の端部に前記側溝蓋の当接部の曲面と略相似の断面凹状の曲面からなり、下端に前記側溝蓋の前記当接部の下端部との間に所定の隙間を形成するためのせぎり部が形成された支持面を有するとともに、前記水平支持部材の両端辺から下方に垂直支持部材が夫々延設された側溝と
を具備することを特徴とする被包型側溝。
A side groove cover having a contact portion made of a curved surface having a convex cross section;
Said closure opening capable in ditch lid has a substantially central of the upper surface of the horizontal support member, Ri Do from the contact portion of the curved surface and concave section curved substantially similar to the side grooves lid to the end of the opening A support surface having a support portion formed with a gap portion for forming a predetermined gap between the lower end portion and the lower end portion of the abutting portion of the side groove cover, and vertically supported from both side edges of the horizontal support member. An enveloping side groove characterized in that each member has a side groove extending.
JP08325996A 1996-03-10 1996-03-10 Encapsulated side gutter Expired - Lifetime JP3718279B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08325996A JP3718279B2 (en) 1996-03-10 1996-03-10 Encapsulated side gutter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08325996A JP3718279B2 (en) 1996-03-10 1996-03-10 Encapsulated side gutter

Publications (2)

Publication Number Publication Date
JPH09242169A JPH09242169A (en) 1997-09-16
JP3718279B2 true JP3718279B2 (en) 2005-11-24

Family

ID=13797355

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3718279B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6212170B1 (en) * 2016-06-14 2017-10-11 丸高コンクリート工業株式会社 Variable Gradient Type Side Groove Construction Method and Side Groove Construction Block

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2950393B2 (en) * 1992-09-29 1999-09-20 徳弘 梅沢 Side groove
JP2514918B2 (en) * 1993-03-01 1996-07-10 純一 平田 Gutter that does not generate noise

Also Published As

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