JPH1037290A - Snow melting-removing drain - Google Patents

Snow melting-removing drain

Info

Publication number
JPH1037290A
JPH1037290A JP23245396A JP23245396A JPH1037290A JP H1037290 A JPH1037290 A JP H1037290A JP 23245396 A JP23245396 A JP 23245396A JP 23245396 A JP23245396 A JP 23245396A JP H1037290 A JPH1037290 A JP H1037290A
Authority
JP
Japan
Prior art keywords
water
drain
flowing
snow
invert
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
JP23245396A
Other languages
Japanese (ja)
Inventor
Kazumi Sato
一実 佐藤
Koji Uesugi
廣司 上杉
Chuichi Takeda
忠一 武田
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.)
WAKAMATSU CONCRETE KK
Original Assignee
WAKAMATSU CONCRETE KK
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 WAKAMATSU CONCRETE KK filed Critical WAKAMATSU CONCRETE KK
Priority to JP23245396A priority Critical patent/JPH1037290A/en
Publication of JPH1037290A publication Critical patent/JPH1037290A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To lay a snow melting-removing drain easily on a narrow road, and to improve drain cleaning force by dividing a bottom slab and an upper side drain into two, forming an invert in an oval shape and forming a bypass water flow path by installing a flowing-water parting net. SOLUTION: Side walls 9 are mounted towards lower sections from both sides of a ceiling surface 3, in which an opening section 8 is formed to a part, in an upper side drain 2, and the invert 7 of the water flowing surface of a bottom slab 1 is formed in an oval shape. The side walls 9 and the bottom slab 1 are engaged, and unified by halving-joint fitting sections 14. A mesh 6 is set up on one side of the side walls 9 as a parting net, and a main water flow path 13 for flowing snow and a bypass water flow path 12 for flowing water are formed. Accordingly, since the snow melting-removing drain is divided into the bottom slab 1 and the upper side drain 2 and products are miniaturized and lightened, the drain is laid easily on a narrow road. The invert 7 is formed in an oval shape, and the bypass water flow path 12 is formed, thus improving drain cleaning force.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は融流雪溝につい
て、2分割とし、インバート部(底版)と上部本体を組
合せ、小開口部ながら卵形断面のインバートにより流速
を早める機能を付加した。融雪と流雪を兼備した側溝に
関するものである。
BACKGROUND OF THE INVENTION The present invention has a function of increasing the flow velocity by inverting an oval cross section while combining a small opening with an invert portion (bottom plate) and an upper main body while dividing the melt snow groove into two parts. It relates to a gutter that combines both snow melting and snowfall.

【0002】[0002]

【課題を解決しようとする手段】上記目的を達成するた
めに、本発明はインバート部(底版)と上部本体と2分
割にし軽量化し小型重機による据付施工を容易にし又、
インバートのプレキャスト化により短期施工化を図る。
上部本体とインバート部は、合欠き組合せすることによ
り施工を容易とし、工事のスピード化となる。さらにイ
ンバート形状を卵形にすることにより、断面に比して流
速を早くするものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention divides an inverting portion (bottom plate) and an upper body into two parts to reduce the weight and facilitate installation work by a small heavy machine.
Short-term construction is planned by precasting the invert.
The upper body and the inverting part are facilitated by connecting and disconnecting the upper body and the lower part, so that the speed of the construction is increased. Further, by making the inverted shape oval, the flow velocity is made faster than that of the cross section.

【0003】[0003]

【発明が解決しようとする課題】この考案は、都市計画
前の旧市街地の巾員4m前後の狭隘な道路のため、冬季
除雪車の出入が困難であり、又、道路両側に除雪のスペ
ースもない道路の排雪をして、冬季の通行を確保しよう
とするものである。この考案は融流雪溝の、敷設のため
の工事中にあたって、地域住民の最低の通行の確保と、
道路の早期復元を図るため、開口巾を小さくしても、融
流雪の機能を低下させない構造とし、又2分割により、
インバートを軽量化することにより省力的にしかも正確
に、且迅速に据付できるため、工期の短縮が出来る。又
インバートの流水面を卵形にすることにより、融流雪溝
の流れを速くすることが出来る。
The present invention is based on a narrow road with a width of about 4 m in the old city area before city planning, which makes it difficult for snow plows to enter and exit in winter. It is intended to secure winter traffic by removing snow from off roads. The idea was to ensure the minimum traffic for local residents during construction work for laying the snowy snow gutter,
In order to restore the road at an early stage, even if the opening width is reduced, the structure of the snow melting function will not be reduced.
By reducing the weight of the invert, labor-saving, accurate, and quick installation is possible, thereby shortening the construction period. In addition, by making the running surface of the invert into an oval shape, it is possible to speed up the flow of the melt snow gutter.

【0004】[0004]

【従来の技術】従来の融流雪溝は開口部の最小巾が50
0mmであり、総巾が800mm以上となるため、掘削
断面が大きく敷設及び復元に日数がかかるため、巾員4
m以下の道路に使用された実績がなかった。したがって
除雪ショベルも出入りできない地域住民は、冬季の通行
に大変不便を感じていた。
2. Description of the Related Art A conventional melt snow groove has a minimum opening width of 50 mm.
0 mm and the total width is 800 mm or more, so the excavation section is large and it takes days to lay and restore it.
m has not been used on roads below m. Therefore, local residents who cannot access the snow removal shovel felt very inconvenient for traffic in winter.

【0005】[0005]

【発明の実施の形態】この発明は、巾員4m前後の道路
においての、融流雪溝の敷設工事中でも、片側に歩道の
巾を確保し、人の交通を確保しつつ工事を行うものであ
る。したがって、融流雪溝の開口部を、融流雪機能を保
持できる最小巾とし、4m前後の道路への、施工時の掘
削断面を小さくする。融流雪溝の溝の深さは、排雪量に
もよるが、可能な限り深くする。底板部ブロックの上面
の流水面は、卵形断面形状とし、融雪のための水深を増
やし、流雪のための流速を早めようとするものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention secures the width of a sidewalk on one side of a road with a width of about 4 m, even during laying of a snowy ditch, while performing construction while securing traffic for people. is there. Therefore, the opening of the melt snow groove is set to the minimum width capable of maintaining the melt snow function, and the excavated cross section of the road about 4 m at the time of construction is reduced. The depth of the melt snow groove depends on the amount of snow removed, but should be as deep as possible. The water flow surface on the upper surface of the bottom plate block has an oval cross-sectional shape, increases the water depth for melting snow, and increases the flow velocity for flowing snow.

【0006】[0006]

【作 用】プレキャストコンクリートの底版に、卵形状
の流水路を設けたプレキャスト基礎版を敷設し、この基
礎版上に一部が開口した天井面を有する自由勾配側溝を
跨ぐ形で組合せ配設することにより、先付されたメッシ
ュ状の流水網と本水路が構成される。
[Operation] A precast basic slab with an oval-shaped running water channel is laid on a precast concrete bottom slab, and a combination is arranged on this basic slab in such a way as to straddle a free-slope gutter with a partially open ceiling surface. Thereby, a mesh-like running water network and a main waterway are configured.

【0007】天井面の開口部から投入される雪塊は、上
流から流された水により、下流に流される。本水路の雪
塊の流れが停滞してくると、流水網バイパスの水嵩が増
し、水位が上がるため、本流水路の雪塊を押し流す。基
礎版のインバートは、卵形状のため、摩擦面積がすくな
く、したがって摩擦抵抗も小さいため、水流の流速を早
め、投雪による側溝の目詰りは生じない。本水路を下流
に流される雪塊は、途中に止水板が設けられた場合は、
止水板で遮られる。この場合、水も止水板により遮られ
るが、バイパス流水路を通って下流へ流れる。雪塊は側
溝を流れる水の水熱エネルギーにより融解され、融解さ
れた雪塊は、水となって下流へ流れる。水は常にバイパ
ス通水路を通って下流へ流れるため、投雪による側溝の
目詰りは生じない。
[0007] The snow chunk introduced from the opening in the ceiling surface is caused to flow downstream by water flowing from the upstream. When the flow of snow mass in the main waterway stagnates, the volume of water in the flow network bypass increases and the water level rises, so that the snow mass in the main waterway is washed away. Since the inversion of the base plate has an egg shape, the friction area is small and the frictional resistance is small. Therefore, the flow velocity of the water flow is increased, and the gutter is not clogged due to snow. Snow mass flowing downstream in this waterway, if a water stop plate is provided in the middle,
Blocked by a water stop. In this case, the water is also blocked by the water stop plate, but flows downstream through the bypass flow passage. The snow mass is melted by the hydrothermal energy of the water flowing in the gutter, and the melted snow mass flows downstream as water. Since the water always flows downstream through the bypass water passage, clogging of the gutter due to snow storm does not occur.

【0008】[0008]

【実施例】以下この発明の実施例を表わす図面に従い説
明する。1は基礎版である。基礎版は、両側に自由勾配
側溝を配設するための噛合部としての合欠きがある。流
水面のインバート7は、卵形状であり、水深を深くし流
速を早める。少しの流量でも、多くの流量でも流速があ
まり変わらない。7の流水面のインバートの両側面は、
急勾配な立上りになっているため、小流量の時でも、有
機物の推積しにくい形となっており、高い掃流力の機能
となっている。2は側溝上部であり、従来の勾配可変側
溝を応用する。天井面3には、1部が開口する開口部8
を設ける。天井面3の両側からは下部に向けて側壁9が
設けられる。側溝相互の側壁間は、10の溝にモルタル
注入することにより連結される。4は、6の流水網支持
部である。流水網支持部4は、側壁の一方の門面上部に
内側に向けて、側溝上部2の長手方向に沿って突設され
る。流水網支持部4の下部は、図1に示されるように、
流水の妨げを少なくするため凹凸がなく、同一の厚さの
もので支持される。6は、流水網である。流水網5は金
属製若しくはプラスチック製メッシュ状からなり、上部
を流水網支持部4に取付け、下部はボルト11で、図1
に図示されるように側壁9の内面との間に間隔を空けて
取り付けられる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a basic version. The base plate has a notch as a meshing portion for arranging the free slope side groove on both sides. The invert 7 on the flowing water surface is egg-shaped, increasing the water depth and increasing the flow velocity. The flow velocity does not change much at a small flow rate or a large flow rate. On both sides of the invert of the running surface of 7,
Because of the steep rise, even when the flow rate is small, it is difficult for organic matter to accumulate, and it has a high sweeping force function. Reference numeral 2 denotes an upper portion of the gutter, to which a conventional gradient variable gutter is applied. The ceiling surface 3 has an opening 8 that is partially open.
Is provided. Side walls 9 are provided from both sides of the ceiling surface 3 toward the lower part. The side walls of the side grooves are connected by mortar injection into the ten grooves. Reference numeral 4 denotes a running water network supporting portion. The running water net support 4 is provided to protrude inward at an upper portion of one of the side walls along the longitudinal direction of the upper side groove 2. As shown in FIG. 1, the lower part of the water net support 4
In order to reduce the interruption of flowing water, there is no unevenness and it is supported by the same thickness. 6 is a running water network. The water net 5 is made of metal or plastic mesh, and the upper part is attached to the water net support part 4, and the lower part is a bolt 11 as shown in FIG.
As shown in FIG.

【0009】次に実施例の作用について説明する。1の
基礎版は、2分割による軽量化のため、側溝排水勾配に
沿って正確に据付られる。上部側溝は、インバートを跨
ぐ形で配設され、噛合せ合欠部のモルタル固化により固
定される。
Next, the operation of the embodiment will be described. The first base plate is accurately installed along the gutter drain slope for weight reduction by two divisions. The upper side groove is provided so as to straddle the invert, and is fixed by mortar solidification of the meshing engagement portion.

【00010】天井面の開口部から投入される雪塊は、
本流水路13の流水により下流に流される。途中に流雪
調整のための止水板が設けられた場合は、調整により止
水板で遮られる。その場合水も止水板により遮られる
が、バイパス流水路12を通って下流へ流れる。雪塊
は、側溝を流れる水の水熱エネルギーにより融解され、
融解された雪融は、水となって下流へ流れる。水は常に
バイパス通路12を通って常に流れているため、投雪に
よる側溝の目詰りは生じない。更に卵形状のインバート
は、断面形状の違いによる掃流力の問題として、円形側
溝や角形側溝に比較して、同じ断面積、勾配、材料で比
較すると卵形管の方が水深は大きくなり掃流力も大きく
なる。この結果、推積物が少なくなる。この他にも卵形
状の流水路では、両側の急斜面上の推積物は中心方向へ
滑り落ち易い形状であるので、掃流力を大きくする。
[0109] The snow chunk thrown in from the opening in the ceiling is
The water is flowed downstream by the flowing water in the main water channel 13. When a water stoppage plate for snow drift adjustment is provided on the way, the water stoppage plate is blocked by the adjustment. In that case, the water is also blocked by the water stop plate, but flows downstream through the bypass flow passage 12. The snow mass is melted by the hydrothermal energy of the water flowing through the gutter,
The melted snow melt flows into the downstream as water. Since the water is always flowing through the bypass passage 12, clogging of the gutter due to snowfall does not occur. In addition, the egg-shaped invert has the problem of tractive force due to the difference in cross-sectional shape, and the oval tube has a larger water depth when compared with the circular gutter or square gutter with the same cross-sectional area, slope, and material. The fluid force also increases. This results in less deposits. In addition, in the egg-shaped flowing water channel, the deposit on the steep slope on both sides has a shape that easily slides down toward the center, so that the sweeping force is increased.

【00011】[00011]

【発明の効果】融流水溝としての側溝を2分割して軽量
化したことにより、大型作業車が入れない狭い道路での
人力施工若しくは小型作業車の作業を可能にしたこと
と、卵形状の流水路断面により、流水量を多く確保する
こと、水深を確保し掃流力を高めることが可能である。
According to the present invention, the side groove as the meltwater groove is divided into two parts to reduce the weight, thereby enabling manual work or work of a small work vehicle on a narrow road where a large work vehicle cannot enter. Depending on the cross section of the flowing water channel, it is possible to secure a large amount of flowing water, secure the water depth, and increase the tractive force.

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

【図1】 この発明の実施例の正面図FIG. 1 is a front view of an embodiment of the present invention.

【図2】 この発明の実施例の側面図FIG. 2 is a side view of an embodiment of the present invention.

【図3】 この発明の実施例の平面図FIG. 3 is a plan view of an embodiment of the present invention.

【図4】 この発明の実施例の図3のAA断面図FIG. 4 is a sectional view taken along the line AA in FIG. 3 of the embodiment of the present invention;

【図5】 この発明の実施例の図3のBB断面図FIG. 5 is a sectional view taken along the line BB of FIG. 3 according to the embodiment of the present invention;

【図6】 この発明の実施例の斜視図FIG. 6 is a perspective view of an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 底版 2 上部側溝 3 連結部 4 流水網支持部 5 天井面 6 流水仕切網(メッシュ) 7 インバート 8 開口部 9 側壁 10 モルタル溝 11 流水網下部支持ボールト 12 バイパス流水路 13 本流水路 14 噛合せ合欠き嵌合部 15 立上り部 DESCRIPTION OF SYMBOLS 1 Bottom plate 2 Upper side groove 3 Connecting part 4 Flowing water network support part 5 Ceiling surface 6 Flowing water partition net (mesh) 7 Invert 8 Opening 9 Side wall 10 Mortar groove 11 Flowing water network lower support vault 12 Bypass flowing water path 13 Main flowing water path 14 Meshing Mating part 15 Rising part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 底版1と本体2と2分割し、製品を小型
計量化したことにより、狭隘な道路での敷設を容易に
し、メッシュ6を流水と流雪の仕切網として側壁片側に
設置し、バイパス流水路を設けた流雪側溝における流雪
装置。
1. The bottom plate 1 and the main body 2 are divided into two parts, and the product is reduced in size to facilitate installation on narrow roads. The mesh 6 is installed on one side of the side wall as a dividing net for running water and flowing snow. , A snowfall device in a snowfall gutter provided with a bypass waterway.
【請求項2】 底版本流水路13の断面形状を卵形状と
し、両側面立上り部15を急勾配としたことにより、流
水量に比べて水深が深くなり、少しの流量でも、流速が
あまり変わらず、流水断面は有機物の推積しにくい形と
した流雪側溝における流雪装置。
2. The cross-sectional shape of the bottom slab main flow channel 13 is egg-shaped, and the rising portions 15 on both side surfaces are steeply inclined, so that the water depth becomes deeper than the amount of flowing water, and even if the flow rate is small, the flow velocity does not change much. In addition, a snowfall device in the snowfall gutter where the cross section of the flowing water is difficult for organic matter to accumulate.
JP23245396A 1996-07-29 1996-07-29 Snow melting-removing drain Pending JPH1037290A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23245396A JPH1037290A (en) 1996-07-29 1996-07-29 Snow melting-removing drain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23245396A JPH1037290A (en) 1996-07-29 1996-07-29 Snow melting-removing drain

Publications (1)

Publication Number Publication Date
JPH1037290A true JPH1037290A (en) 1998-02-10

Family

ID=16939529

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23245396A Pending JPH1037290A (en) 1996-07-29 1996-07-29 Snow melting-removing drain

Country Status (1)

Country Link
JP (1) JPH1037290A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012117279A (en) * 2010-11-30 2012-06-21 Idaya Honten Co Ltd Drain ditch and drain ditch device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012117279A (en) * 2010-11-30 2012-06-21 Idaya Honten Co Ltd Drain ditch and drain ditch device

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