JP2013113010A - Connecting fitting for u-shaped groove and pipe, and vertical drainage method for slope using the same - Google Patents

Connecting fitting for u-shaped groove and pipe, and vertical drainage method for slope using the same Download PDF

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JP2013113010A
JP2013113010A JP2011260572A JP2011260572A JP2013113010A JP 2013113010 A JP2013113010 A JP 2013113010A JP 2011260572 A JP2011260572 A JP 2011260572A JP 2011260572 A JP2011260572 A JP 2011260572A JP 2013113010 A JP2013113010 A JP 2013113010A
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shaped groove
slope
connection
partition plate
corrugated tube
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Kazuo Narita
和男 成田
Yutaka Kanayama
豊 金山
Toshio Arima
寿夫 有馬
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HOKURYO GRC INDUSTRY CO Ltd
KYOWA KIKO KK
ON KOSHO KK
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HOKURYO GRC INDUSTRY CO Ltd
KYOWA KIKO KK
ON KOSHO KK
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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Abstract

PROBLEM TO BE SOLVED: To provide a connecting fitting for a U-shaped gutter and piping, which enables the U-shaped gutter and the piping to be connected together by a simple method, and which eliminates the risk of causing water leakage in a connection part.SOLUTION: A connecting fitting 1 for connecting an end of a corrugated pipe, having a spiral protrusive streak provided on an outer peripheral surface, to an end of a U-shaped groove buried in an earth surface includes: a connecting cylinder part 11 which has an inner peripheral surface provided with a female screw part 111 screwed to the protrusive streak of the corrugated pipe; a partition plate 12 which screens a gap between a periphery of the connecting cylinder part 11 and the end of the U-shaped groove; and a fixing flange part 13 for fixing the partition plate 12 to the end of the U-shaped groove. The inside of the connecting cylinder part 11 passes through the front and back sides with the partition plate 12 in between.

Description

本発明は、U字溝と管との接続金具及びこれを用いた法面の縦排水工法に関し、詳しくは、U字溝と配管とを簡単な方法で接続することができると共に、接続部における漏水を発生させるおそれのないU字溝と管との接続金具及びこの接続金具を使用した法面の縦排水工法に関する。   The present invention relates to a connection fitting between a U-shaped groove and a pipe and a vertical drainage method of a slope using the same. Specifically, the U-shaped groove and a pipe can be connected by a simple method, and The present invention relates to a fitting between a U-shaped groove and a pipe that is unlikely to cause water leakage, and a vertical drainage method for a slope using the fitting.

我が国は国土の3/4が山地であり、社会基盤の充実、発展に伴い山地や丘陵地の開発が進んでいる。そのため道路や住宅地等は急傾斜地に隣接しがちであり、近年では想定以上の集中豪雨も発生し、地滑り等の土砂災害が発生し易い社会環境にある。   In Japan, 3/4 of the country is mountainous, and the development of mountainous and hilly areas is progressing with the enhancement and development of social infrastructure. For this reason, roads, residential areas, etc. tend to be adjacent to steep slopes, and in recent years there has been more heavy rain than expected, and there is a social environment where landslides such as landslides are likely to occur.

地滑りに最も関連があるのが降雨、融雪等の自然現象であり、その地滑り対策として排水工がある。排水工は、地表に降り注いだ雨水が地下に浸透することを防ぐために、法面を縦断する縦排水路を施工するものである(特許文献1)。この縦排水路は、通常、U字溝を土面に敷設することによって形成している。   Natural phenomena such as rainfall and melting snow are most related to landslides, and drainage works are available as countermeasures against landslides. A drainer constructs a vertical drainage channel that cuts the slope in order to prevent rainwater that has poured onto the ground surface from penetrating underground (Patent Document 1). This vertical drainage channel is usually formed by laying U-shaped grooves on the soil surface.

ところで、急傾斜地では、図11に示すように、土砂対策として法面に土留柵100を設ける場合がある。101はフェンス等からなる土留柵本体、102は土留柵本体101を支持するために土中に打ち込まれるH鋼である。このような土留柵100が設けられることによって、法面は傾斜方向上方と下方とに分断されるため、縦排水路も土留柵100によって傾斜方向上方のU字溝201と傾斜方向下方のU字溝202とに分断される。   By the way, as shown in FIG. 11, there is a case where a retaining fence 100 is provided on the slope as a countermeasure against earth and sand on a steep slope. 101 is a retaining fence main body made of a fence or the like, and 102 is H steel that is driven into the soil to support the retaining fence main body 101. By providing such a retaining fence 100, the slope is divided into an upper part and a lower part in the inclination direction, so that the vertical drainage channel is also U-shaped groove 201 on the upper side in the inclination direction and a U-shape on the lower side in the inclination direction. Divided into grooves 202.

この場合、U字溝201、202とを連結するため、U字溝201の下端及びU字溝202の上端に、それぞれ接続桝や集水桝等の桝301、302を取付け、この桝301、302を土留柵本体101の下方を潜らせるように塩ビパイプ等からなるL字状の接続パイプ400を配設することによって接続している。   In this case, in order to connect the U-shaped grooves 201 and 202, hooks 301 and 302 such as connecting rods and water collecting rods are attached to the lower end of the U-shaped groove 201 and the upper end of the U-shaped groove 202, respectively. 302 is connected by disposing an L-shaped connection pipe 400 made of a vinyl chloride pipe or the like so as to be hidden under the retaining fence main body 101.

特開2003−313875号公報JP 2003-313875 A

桝301、302を使用する工法では、その都度、現場において接続パイプ400との接続部を型抜きし、モルタルやコンクリート等を用いて打設を行うことによって接続パイプ400と桝301、302との接続を行うようにしているが、モルタルやコンクリート等の養生等が必要となり、また、経年変化によるひび割れ等の付着強度の劣化が発生し、接続部に漏水が発生し易い工法であり、排水工全体の弱点となっている。   In the construction method using the hooks 301 and 302, each time the connection pipe 400 and the hooks 301 and 302 are cut by punching out the connecting portion with the connection pipe 400 at the site and placing using mortar, concrete, or the like. Although the connection is made, curing of mortar, concrete, etc. is required, and adhesion strength such as cracking due to secular change occurs, and it is easy to leak water at the connection part. It is an overall weakness.

また、北海道等の寒冷地では、冬期に凍上と呼ばれる現象が発生することがある。凍上とは、地中の水分が凍結するときの膨張により、地面が局部的に不規則に盛り上がる現象をいう。このとき、桝301、302と接続パイプ400との間の重量差に起因して、桝301、302と接続パイプ400との接続部に不陸が発生し易く、その結果、この接続部に漏水が発生する問題がある。   In cold regions such as Hokkaido, a phenomenon called frost heaving may occur in winter. Freezing is a phenomenon in which the ground rises irregularly locally due to expansion when moisture in the ground freezes. At this time, due to the difference in weight between the rods 301 and 302 and the connection pipe 400, unevenness is likely to occur at the connection portion between the rods 301 and 302 and the connection pipe 400. As a result, water leaks at the connection portion. There is a problem that occurs.

しかも、作業環境が高所で急斜面であることから、重量物である桝を持ち運び、現場で埋設及び接続作業を行うことは極めて困難である。従って、極めて簡単な方法で漏水のない確実な縦排水路を形成できるようにすることが求められている。   In addition, since the working environment is high and steep, it is extremely difficult to carry heavy bags and carry out burial and connection work on site. Therefore, it is required to be able to form a reliable vertical drainage channel without water leakage by an extremely simple method.

そこで、本発明は、簡単な方法でU字溝と配管とを接続することができると共に、接続部における漏水を発生させるおそれのないU字溝と配管との接続金具を提供することを課題とする。   Therefore, the present invention has an object to provide a connection fitting between the U-shaped groove and the pipe that can connect the U-shaped groove and the pipe by a simple method and does not cause the leakage of water at the connecting portion. To do.

また、本発明は、簡単に施工できると共に、接続部における漏水を発生させるおそれのない法面の縦排水工法を提供することを課題とする。   Another object of the present invention is to provide a sloped vertical drainage method that can be easily constructed and that does not cause water leakage at the connecting portion.

本発明の他の課題は、以下の記載により明らかとなる。   Other problems of the present invention will become apparent from the following description.

上記課題は、以下の各発明によって解決される。   The above problems are solved by the following inventions.

(請求項1)
土面に埋設されるU字溝の端部に、外周面に螺旋状の突条を有する波状管の端部を接続するための接続金具であって、
内周面に前記波状管の前記突条と螺合する雌ねじ部を有する接続円筒部と、
前記接続円筒部の周囲と前記U字溝の端部との隙間を遮蔽する仕切り板と、
前記仕切り板を前記U字溝の端部に固定するための固定フランジ部とを有し、
前記接続円筒部の内部は、前記仕切り板を挟んで表裏に貫通していることを特徴とするU字溝と管との接続金具。
(Claim 1)
A connection fitting for connecting the end of a U-shaped groove embedded in the soil surface to the end of a corrugated tube having a spiral protrusion on the outer peripheral surface,
A connecting cylindrical part having an internal thread part screwed onto the protrusion of the corrugated tube on the inner peripheral surface;
A partition plate for shielding a gap between the periphery of the connecting cylindrical portion and the end of the U-shaped groove;
A fixing flange for fixing the partition plate to the end of the U-shaped groove;
A connection fitting between a U-shaped groove and a pipe, wherein the inside of the connection cylindrical portion penetrates the front and back sides with the partition plate in between.

(請求項2)
前記接続円筒部に、前記雌ねじ部に螺合された前記波状管をボルトの先端で固定するためのボルト螺合穴を有することを特徴とする請求項1記載のU字溝と管との接続金具。
(Claim 2)
2. The connection between the U-shaped groove and the tube according to claim 1, wherein the connecting cylindrical portion has a bolt screwing hole for fixing the corrugated tube screwed to the female screw portion with a tip of a bolt. Hardware.

(請求項3)
前記接続円筒部は、前記仕切り板の一方の面のみに突出するように設けられていると共に、前記固定フランジ部は、前記接続円筒部と反対側の前記仕切り板の他方の面に設けられており、
前記仕切り板は、前記接続円筒部の内部を該仕切り板を挟んで表裏に貫通させるための、前記波状管の外径よりも小径に形成された連通穴を有することを特徴とする請求項1又は2記載のU字溝と管との接続金具。
(Claim 3)
The connecting cylindrical portion is provided so as to protrude only on one surface of the partition plate, and the fixing flange portion is provided on the other surface of the partition plate on the side opposite to the connecting cylindrical portion. And
The said partition plate has a communicating hole formed in the diameter smaller than the outer diameter of the said corrugated tube for penetrating the inside of the said connection cylindrical part to the front and back on both sides of this partition plate. Or the connection bracket of the U-shaped groove and pipe of 2 description.

(請求項4)
前記固定フランジ部は、前記U字溝の端部にボルト止めするための複数のボルト挿通穴を有することを特徴とする請求項1、2又は3記載のU字溝と管との接続金具。
(Claim 4)
The U-groove and pipe connecting bracket according to claim 1, 2 or 3, wherein the fixed flange portion has a plurality of bolt insertion holes for bolting to an end of the U-shaped groove.

(請求項5)
土留柵によって土留めが施された法面の傾斜に沿って地表水の縦排水路を形成する地表水の縦排水工法であって、
前記土留柵を挟んだ前記法面の傾斜方向上方及び下方にそれぞれU字溝を該法面の傾斜に沿って埋設し、
法面の傾斜方向上方の前記U字溝の下端及び傾斜方向下方の前記U字溝の上端に、それぞれ請求項1〜4のいずれかに記載のU字溝と管との接続金具を固定し、
前記接続金具の前記接続円筒部に、外周面に螺旋状の突条を有する波状管の端部を、前記接続円筒部の雌ねじ部と前記波状管の前記突条とが螺合するようにそれぞれ接続することによって、法面の傾斜方向上方の前記U字溝と傾斜方向下方の前記U字溝とを前記波状管によって連通させると共に、該波状管を前記土留柵の下方を跨ぐように埋設することを特徴とする法面の縦排水工法
(Claim 5)
A vertical drainage method for surface water that forms a vertical drainage channel along the slope of the slope with earth retaining by a retaining fence,
U-shaped grooves are embedded along the slope of the slope surface above and below the slope direction of the slope across the retaining fence, respectively.
The connection fitting of the U-shaped groove and the pipe according to any one of claims 1 to 4 is fixed to a lower end of the U-shaped groove above the slope surface and an upper end of the U-shaped groove below the slope direction, respectively. ,
An end portion of a corrugated tube having a spiral protrusion on the outer peripheral surface thereof is connected to the connection cylindrical portion of the connection fitting so that the female thread portion of the connection cylindrical portion and the protrusion of the corrugated tube are screwed together, respectively. By connecting, the U-shaped groove above the slope direction of the slope and the U-shaped groove below the slope direction are communicated by the corrugated pipe, and the corrugated pipe is embedded so as to straddle the bottom of the retaining fence. Longitudinal drainage method with slope

本発明によれば、簡単な方法でU字溝と配管とを接続することができると共に、接続部における漏水を発生させるおそれのないU字溝と配管との接続金具を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, while being able to connect a U-shaped groove and piping by a simple method, the connection metal fitting of a U-shaped groove and piping which does not have a possibility of generating the water leak in a connection part can be provided.

また、本発明によれば、簡単に施工できると共に、接続部における漏水を発生させるおそれのない法面の縦排水工法を提供することができる。   Moreover, according to this invention, while being able to construct easily, the vertical drainage method of the slope which does not have a possibility of generating the water leak in a connection part can be provided.

本発明に係る接続金具の正面図Front view of the connection fitting according to the present invention 図1の(ii)−(ii)線断面図(Ii)-(ii) line sectional view of FIG. 本発明に係る接続金具の背面図Rear view of the connection fitting according to the present invention 本発明に係る接続金具の平面図Plan view of the connection fitting according to the present invention 本発明に係る接続金具の右側面図Right side view of the connection fitting according to the present invention 本発明に係る接続金具の底面図Bottom view of the connection fitting according to the present invention (a)は本発明に係る接続金具の使用状態を示す斜視図、(b)はU字溝の端部構造を示す斜視図(A) is a perspective view which shows the use condition of the connection metal fitting which concerns on this invention, (b) is a perspective view which shows the edge part structure of a U-shaped groove | channel. 本発明に係る接続金具の使用状態を示す側面図The side view which shows the use condition of the connection metal fitting which concerns on this invention 本発明に係る法面の縦排水工法の一例を示す図The figure which shows an example of the vertical drainage method of the slope which concerns on this invention 本発明に係る法面の縦排水工法の他の一例を示す図The figure which shows another example of the vertical drainage construction method of the slope which concerns on this invention 従来の法面の縦排水工法を示す図Figure showing a conventional vertical drainage method

以下、本発明の実施の形態について図面を用いて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は本発明に係る接続金具の正面図、図2は図1の(ii)−(ii)線断面図、図3は接続金具の背面図、図4は接続金具の平面図、図5は接続金具の右側面図、図6は接続金具の底面図、図7(a)は接続金具の使用状態を示す斜視図、図8は接続金具の使用状態を示す側面図である。   1 is a front view of a connection fitting according to the present invention, FIG. 2 is a sectional view taken along line (ii)-(ii) in FIG. 1, FIG. 3 is a rear view of the connection fitting, FIG. 4 is a plan view of the connection fitting, and FIG. Is a right side view of the connection fitting, FIG. 6 is a bottom view of the connection fitting, FIG. 7A is a perspective view showing the use state of the connection fitting, and FIG. 8 is a side view showing the use state of the connection fitting.

この接続金具1は、土面に埋設されるU字溝2(図7(a)、図8参照)の端部と、外周面に螺旋状の突条31を有する波状管3(図7(a)、図8参照)の端部とを接続するものであり、全体が例えば亜鉛溶融メッキ仕上げによって形成されており、波状管3の端部を接続するための接続円筒部11と、この接続金具1がU字溝2の端部に取り付けられた際に、この接続円筒部11の周囲とU字溝2の端部との隙間を遮蔽する仕切り板12と、この仕切り板12をU字溝2の端部に固定するための固定フランジ部13とを有している。   The connection fitting 1 includes a corrugated tube 3 (see FIG. 7 (FIG. 7 (FIG. 7A) having an end portion of a U-shaped groove 2 (see FIGS. 7A and 8) embedded in the soil surface and a spiral protrusion 31 on the outer peripheral surface. a) and the end of FIG. 8) are connected, and the whole is formed by, for example, zinc hot dipped finish, and the connection cylindrical portion 11 for connecting the end of the corrugated tube 3 and this connection When the metal fitting 1 is attached to the end of the U-shaped groove 2, a partition plate 12 that shields a gap between the periphery of the connecting cylindrical portion 11 and the end of the U-shaped groove 2, and the partition plate 12 is formed into a U-shape. A fixing flange portion 13 for fixing to the end portion of the groove 2 is provided.

接続円筒部11は波状管3との接続部となる部位であり、内径が波状管3の外径よりもやや大径となるように形成され、仕切り板12の片面のみに突出するように設けられている。この接続円筒部11の内周面には、波状管3の外周面に突設された螺旋状の突条31、31の間の凹溝部32と螺合する雌ねじ部111が1条の板部材によって形成されている。   The connecting cylindrical portion 11 is a portion that becomes a connecting portion with the corrugated tube 3, is formed so that the inner diameter is slightly larger than the outer diameter of the corrugated tube 3, and is provided so as to protrude only on one side of the partition plate 12. It has been. On the inner peripheral surface of the connecting cylindrical portion 11, a female screw portion 111 that is screwed with the concave groove portion 32 between the spiral ridges 31 provided on the outer peripheral surface of the corrugated tube 3 is a single plate member. Is formed by.

仕切り板12は、接続円筒部11の周囲とU字溝2の端部との隙間を遮蔽する板状部材であり、接続円筒部11の内部を該仕切り板12を挟んで表裏に貫通させるための連通穴121が開口形成されている。   The partition plate 12 is a plate-like member that shields the gap between the periphery of the connection cylindrical portion 11 and the end portion of the U-shaped groove 2, and allows the inside of the connection cylindrical portion 11 to penetrate the front and back with the partition plate 12 interposed therebetween. The communication hole 121 is formed as an opening.

この連通穴121は、波状管3の外径よりも小径に形成されている。このため、接続円筒部11に対し、仕切り板12と反対側から波状管3を挿入した際、この仕切り板12の連通穴121の部分に突き当たってそれ以上の挿入が阻止され、波状管3の端部がU字溝2内に突出することが防止される。波状管3の端部がU字溝2内まで突出すると、突出した波状管3の端部と接続金具1の仕切り板12との間に円滑に排水されない滞留部が形成されてしまい、この部分に枯れ葉等のゴミが堆積し易くなるが、本実施形態に示すように、接続円筒部11を仕切り板12の一方の面のみに形成し、連通穴121を波状管3の外径よりも小径に形成することで、波状管3の端部が仕切り板12を貫通してU字溝2側に突出することがなくなる。   The communication hole 121 is formed to have a smaller diameter than the outer diameter of the corrugated tube 3. For this reason, when the corrugated tube 3 is inserted into the connecting cylindrical portion 11 from the side opposite to the partition plate 12, it strikes the portion of the communication hole 121 of the partition plate 12 and further insertion is prevented. The end portion is prevented from protruding into the U-shaped groove 2. When the end of the corrugated tube 3 protrudes into the U-shaped groove 2, a staying portion that is not smoothly drained is formed between the end of the protruding corrugated tube 3 and the partition plate 12 of the connection fitting 1. However, as shown in the present embodiment, the connecting cylindrical portion 11 is formed only on one surface of the partition plate 12 and the communication hole 121 has a smaller diameter than the outer diameter of the corrugated tube 3. As a result, the end of the corrugated tube 3 does not penetrate the partition plate 12 and protrude toward the U-shaped groove 2 side.

固定フランジ部13は、接続金具1の仕切り板12をU字溝2の端部に固定するための部位であり、U字溝2の端部形状と同形状のU字状に屈曲形成されている。詳細には、U字溝2の上縁から両側方に張り出した2つの上縁部21(図7、図8参照)に対応する2つの上縁取付け部131と、この上縁取付け部131と一体に連続し、U字溝2の端部外側縁に対応するU字状取付け部132とからなり、これらが仕切り板12における接続円筒部11とは反対方向に突出するように設けられている。   The fixing flange portion 13 is a portion for fixing the partition plate 12 of the connection fitting 1 to the end portion of the U-shaped groove 2, and is bent and formed in a U shape that is the same shape as the end shape of the U-shaped groove 2. Yes. Specifically, two upper edge attachment portions 131 corresponding to the two upper edge portions 21 (see FIGS. 7 and 8) projecting on both sides from the upper edge of the U-shaped groove 2, and the upper edge attachment portions 131 It consists of a U-shaped attachment portion 132 that is continuous with the U-shaped groove 2 and that corresponds to the outer edge of the U-shaped groove 2, and is provided so as to protrude in the direction opposite to the connecting cylindrical portion 11 in the partition plate 12. .

これら上縁取付け部131とU字状取付け部132には、U字溝2の端部に対してボルト及びナットによって固定するための長孔状のボルト挿通穴133が形成されている。本実施形態に示す固定フランジ部13は、各上縁取付け部131に1つずつ、U字状取付け部132に3つの合計5つのボルト挿通穴133を有している。接続金具1をボルト止めすることによって、現場で容易に接続作業でき、モルタルやコンクリート等を打設するような面倒で大掛かりな作業は必要ない。   The upper edge attaching portion 131 and the U-shaped attaching portion 132 are formed with elongated hole insertion holes 133 for fixing to the end portion of the U-shaped groove 2 with bolts and nuts. The fixed flange portion 13 shown in the present embodiment has a total of five bolt insertion holes 133, one for each upper edge attachment portion 131 and three for the U-shaped attachment portion 132. By bolting the connection fitting 1, the connection work can be easily performed on site, and a troublesome and large-scale work such as placing mortar or concrete is not necessary.

かかる接続金具1が取り付けられるU字溝2には、金属板によって形成されたU字溝が好ましく使用される。金属製のU字溝としては、軽量で強度、耐久性に優れることから、図示するように、全体が波状に形成されたコルゲートU字フリュームを使用することが好ましい。   A U-shaped groove formed of a metal plate is preferably used for the U-shaped groove 2 to which the connection fitting 1 is attached. As the metal U-shaped groove, it is preferable to use a corrugated U-shaped flume that is formed in a wave shape as shown in the drawing because it is lightweight and excellent in strength and durability.

このU字溝2の端部には、図7(b)に示すように、接続金具1の固定フランジ部13に形成されたボルト挿通穴133に対応する位置に、それぞれボルト挿通穴22が形成されている。   At the end of the U-shaped groove 2, bolt insertion holes 22 are formed at positions corresponding to the bolt insertion holes 133 formed in the fixing flange portion 13 of the connection fitting 1, as shown in FIG. 7B. Has been.

一方、この接続金具1の接続円筒部11に接続される波状管3は、例えばポリエチレン等からなる合成樹脂製の可撓管であり、外周面に突出するように螺旋状の突条31を有しており、この突条31、31の間に凹溝部32が形成されている。   On the other hand, the corrugated tube 3 connected to the connection cylindrical portion 11 of the connection fitting 1 is a flexible tube made of synthetic resin made of polyethylene or the like, for example, and has a spiral protrusion 31 so as to protrude from the outer peripheral surface. A concave groove 32 is formed between the protrusions 31 and 31.

次に、これらU字溝2と波状管3とを接続金具1によって接続する方法の一例を図7、図8を用いて説明する。   Next, an example of a method for connecting the U-shaped groove 2 and the corrugated tube 3 with the connection fitting 1 will be described with reference to FIGS.

まず、接続円筒部11がU字溝2とは反対側を向くように配置させ、この接続金具1の固定フランジ部13をU字溝2の端部に嵌合させる。すなわち、固定フランジ部13の上縁取付け部131をU字溝2の上縁部21に対して下方から当接させると共に、U字状取付け部132をU字溝2の端部外側面に嵌め込むように当接させる。このとき、接続金具1とU字溝2との間の止水を確実にする目的で、両者の当接部位間にゴムや樹脂からなるパッキン(図示せず)を介在させるようにすることが好ましい。   First, the connecting cylindrical portion 11 is disposed so as to face the side opposite to the U-shaped groove 2, and the fixing flange portion 13 of the connecting fitting 1 is fitted to the end of the U-shaped groove 2. That is, the upper edge attachment portion 131 of the fixed flange portion 13 is brought into contact with the upper edge portion 21 of the U-shaped groove 2 from below, and the U-shaped attachment portion 132 is fitted to the outer surface of the end portion of the U-shaped groove 2. Make contact. At this time, for the purpose of ensuring water stoppage between the connection fitting 1 and the U-shaped groove 2, a packing (not shown) made of rubber or resin may be interposed between the contact portions of both. preferable.

その後、固定フランジ部13のボルト挿通穴133とU字溝2のボルト挿通穴22とに亘ってそれぞれボルト14を挿通させ、ワッシャ及びナットを用いて締結することによって、U字溝2の端部に接続金具1を取付け固定する。   Thereafter, the bolts 14 are respectively inserted through the bolt insertion holes 133 of the fixed flange portion 13 and the bolt insertion holes 22 of the U-shaped groove 2, and are fastened with washers and nuts to thereby end the U-shaped groove 2. Attach and fix the connection fitting 1 to the.

次いで、接続金具1の接続円筒部11に、波状管3の端部を挿入し、回転させながら、その外周面の突条31、31間の凹溝部32と接続円筒部11の内周面の雌ねじ部111とをねじの要領で螺合させていく。連通穴121は波状管3の外径よりも小径であるため、やがて波状管3の端部がこの連通穴121の周囲の仕切り板12に突き当たる。これによって波状管3の端部は接続円筒部11の部分に接続される。このとき、連通穴121の周囲の仕切り板12と波状管3との間の止水を確実にする目的で、波状管3の先端と仕切り板12との間にゴムや樹脂からなるパッキン(図示せず)を介在させるようにすることが好ましい。   Next, while inserting the end portion of the corrugated tube 3 into the connection cylindrical portion 11 of the connection fitting 1 and rotating it, the groove 32 between the protrusions 31 on the outer peripheral surface and the inner peripheral surface of the connection cylindrical portion 11. The female thread part 111 is screwed together in the manner of a screw. Since the communication hole 121 has a smaller diameter than the outer diameter of the corrugated tube 3, the end portion of the corrugated tube 3 eventually abuts against the partition plate 12 around the communication hole 121. As a result, the end of the corrugated tube 3 is connected to the connecting cylindrical portion 11. At this time, for the purpose of ensuring water stoppage between the partition plate 12 and the corrugated tube 3 around the communication hole 121, a packing made of rubber or resin is provided between the tip of the corrugated tube 3 and the partition plate 12 (see FIG. (Not shown) is preferably interposed.

なお、本実施形態に示す接続円筒部11には、雌ねじ部111に螺合された波状管3をボルトの先端で固定するための貫通穴とナットとで構成されるボルト螺合穴112が形成されている。波状管3の端部が接続円筒部11に螺合された後、このボルト螺合穴112にボルト15を螺合させ、そのボルト15の先端を波状管3の外周面に強く当接させることで、波状管3が接続円筒部11内で回転等することを防止し、波状管3の取付け状態を強固にして抜け出し等を防止することができる。ここでは対向する位置に2箇所のボルト螺合穴112が形成されているが、ボルト螺合穴112は少なくとも1箇所形成されていればよい。   The connecting cylindrical portion 11 shown in the present embodiment is formed with a bolt screwing hole 112 composed of a through hole and a nut for fixing the corrugated tube 3 screwed to the female screw portion 111 at the tip of the bolt. Has been. After the end of the corrugated tube 3 is screwed into the connecting cylindrical portion 11, the bolt 15 is screwed into the bolt screwing hole 112, and the tip of the bolt 15 is brought into strong contact with the outer peripheral surface of the corrugated tube 3. Thus, the corrugated tube 3 can be prevented from rotating in the connecting cylindrical portion 11, and the attached state of the corrugated tube 3 can be strengthened to prevent the corrugated tube 3 from coming out. Here, two bolt screw holes 112 are formed at opposing positions, but at least one bolt screw hole 112 may be formed.

以上のように、接続金具1を使用することによって、U字溝2と波状管3からなる配管とを接続することができる。この接続作業は、従来のようにモルタルやコンクリート等を打設する必要はなく、接続金具1をボルト、ナット等を用いた通常のボルト止め作業だけで済むため、現場作業で極めて簡単に行うことができる。   As described above, by using the connection fitting 1, it is possible to connect the U-shaped groove 2 and the pipe made of the corrugated pipe 3. This connection work does not need to be mortared or concreted as in the prior art, and the connection fitting 1 only needs a normal bolting work using bolts, nuts, etc., so it is extremely easy to perform on-site work. Can do.

しかも、U字溝2と波状管3とは接続金具1によって強固に連結されると共に波状管3は可撓性を有するため、たとえ寒冷地において冬期に凍上が発生しても、U字溝2と波状管3との接続部位に剥離が生じることはなく、また、波状管3がU字溝2との間で生じた不陸に対して容易に撓んで追従することができるため、接続部分において漏水を発生させるおそれは全くない。   Moreover, since the U-shaped groove 2 and the corrugated tube 3 are firmly connected by the connection fitting 1 and the corrugated tube 3 has flexibility, even if frost heave occurs in the winter in a cold region, the U-shaped groove 2 There is no separation at the connection site between the undulating tube 3 and the undulating tube 3 and the undulating tube 3 can easily bend and follow the unevenness generated between the U-shaped groove 2 and the connecting portion. There is no risk of water leakage.

なお、接続方法としては、接続金具1の接続円筒部11に波状管3に接続した後に、該接続金具1をU字溝2の端部に固定するようにしてもよい。   As a connection method, the connection fitting 1 may be fixed to the end of the U-shaped groove 2 after the connection cylindrical portion 11 of the connection fitting 1 is connected to the corrugated tube 3.

次に、かかる接続金具1を用いた法面の縦排水工法の一例について図9を用いて説明する。   Next, an example of the vertical drainage method of the slope using the connection fitting 1 will be described with reference to FIG.

図9において、Sは法面であり、100は土留柵、101はフェンス等からなる土留柵本体、102は土留柵本体101を支持するために土中に打ち込まれるH鋼である。H鋼102は、その周囲にコンクリート又はモルタルが充填されることによって土中に固定されている。   In FIG. 9, S is a slope, 100 is a retaining fence, 101 is a retaining fence main body made of a fence, and 102 is H steel driven into the soil to support the retaining fence main body 101. The H steel 102 is fixed in the soil by filling concrete or mortar around it.

この法面Sは、土留柵100によって土留めが施されることによって、該土留柵100を挟んだ法面Sの傾斜方向上方と下方に、該法面Sの傾斜に沿ってそれぞれU字溝2A、2Bが分断されて埋設されている。なお、U字溝2A、2Bは内部が法面Sの上方に開放するように埋設される。   This slope S is U-shaped along the slope of the slope S above and below the slope S of the slope S across the slope fence 100, by retaining the earth with the fence 100, respectively. 2A and 2B are divided and buried. The U-shaped grooves 2A and 2B are embedded so that the inside is opened above the slope S.

1本の波状管3の両端部に、それぞれ接続金具1の接続円筒部11を上述した方法で螺合させて接続しておき、次いで、これら接続金具1を、法面Sの傾斜方向上方のU字溝2Aの下端及び傾斜方向下方のU字溝2Bの上端に、それぞれ上述した方法で固定する。これによって法面Sの傾斜方向上方のU字溝2Aの内部と傾斜方向下方のU字溝2Bの内部とが1本の波状管3によって連通する。   The connection cylindrical portion 11 of the connection fitting 1 is screwed and connected to both ends of one corrugated tube 3 by the method described above, and then the connection fitting 1 is connected to the upper side of the slope S in the inclination direction. It fixes to the lower end of U-shaped groove 2A, and the upper end of U-shaped groove 2B below an inclination direction by the method mentioned above, respectively. As a result, the inside of the U-shaped groove 2 </ b> A above the slope S in the inclination direction and the inside of the U-shaped groove 2 </ b> B below the inclination direction are communicated with each other by one corrugated tube 3.

次いで、この波状管3を土留柵本体101の下方を跨ぐように埋設することで暗渠管とする。   Next, the corrugated pipe 3 is buried so as to straddle the bottom of the retaining fence main body 101 to form a culvert pipe.

土留柵本体101は波状管3を埋設した後に敷設し直すか、土留柵本体101が敷設された後に縦排水工を行う場合は、予め土留柵本体101の下方を掘削して波状管3を潜らせるように埋設すると共にその両端部を地表から露出させておき、その両端部にそれぞれ接続金具1を固定した後に、これら接続金具1をそれぞれU字溝2A、2Bに固定すればよい。   The earth retaining fence body 101 is laid again after the corrugated pipe 3 is buried, or when the vertical drainage work is performed after the earth retaining fence body 101 is laid, the corrugated pipe 3 is submerged by excavating the lower part of the earth retaining fence body 101 in advance. The both end portions are exposed from the ground surface, and the connection fittings 1 are fixed to the both end portions, respectively, and then the connection fittings 1 are fixed to the U-shaped grooves 2A and 2B, respectively.

U字溝2Bの更に下端にも接続金具1を介して暗渠管とされた波状管3の一端が接続されている。この波状管3の他端は土中に埋設された集水桝4に接続されている。集水桝4内に集められた水は、コンクリート管5等によって道路排水施設等の終末処理施設へ排水されるようになっている。   One end of a corrugated tube 3, which is a culvert tube, is connected to the lower end of the U-shaped groove 2 </ b> B via the connection fitting 1. The other end of the corrugated tube 3 is connected to a water collecting basin 4 embedded in the soil. The water collected in the water collecting basin 4 is drained to a terminal treatment facility such as a road drainage facility by a concrete pipe 5 or the like.

この縦排水工法によれば、接続金具1を使用することで、現場においてモルタルやコンクリートを打設するような面倒で大掛かりな作業は不要となり、現場においてボルト止めするだけの極めて簡単な作業だけで、U字溝2を使用した縦排水路を簡単に施工できると共に、U字溝2A、2B及び波状管3との接続部における漏水を発生させるおそれも全くない。   According to this vertical drainage method, the use of the connecting fitting 1 eliminates the need for troublesome and large-scale operations such as placing mortar and concrete on site, and it is only an extremely simple task of bolting on site. The vertical drainage channel using the U-shaped groove 2 can be easily constructed, and there is no possibility of causing water leakage at the connection portion with the U-shaped grooves 2A, 2B and the corrugated tube 3.

また、法面Sにおいて土留柵100よりも傾斜方向上方の領域は、上流側から流下してきた土砂や枯れ葉等のゴミが堆積し易いが、この領域は土留柵100の下方を潜る波状管3からなる暗渠管となるため、この領域において土砂やゴミが縦排水路中に混入することがない。   Further, in the slope S, the area above the retaining fence 100 in the inclination direction is likely to accumulate dirt such as earth and sand and dead leaves that have flowed from the upstream side, but this area is from the corrugated tube 3 that lies below the retaining fence 100. In this region, earth and sand and dust are not mixed into the vertical drainage channel.

図10は、接続金具1を用いた縦排水工法の他の一例を示している。   FIG. 10 shows another example of the vertical drainage method using the connection fitting 1.

この態様では、土留柵100よりも傾斜方向下方に、法面に複数並設される縦排水路同士を横方向に連結する横排水路を形成するU字溝6の端部が接続される接続桝7が配設されており、接続金具1によってU字溝2Aと接続された波状管3の端部が、この接続桝7に接続されている。   In this aspect, a connection in which the end of the U-shaped groove 6 that forms a horizontal drainage channel that connects a plurality of vertical drainage channels arranged in parallel on the slope is laterally connected to the lower side of the sloping fence 100 than the retaining fence 100 is connected. A flange 7 is provided, and the end of the corrugated tube 3 connected to the U-shaped groove 2 </ b> A by the connection fitting 1 is connected to the connection flange 7.

また、この接続桝7と傾斜方向下方のU字溝2Bとの間にも、接続金具1を介して波状管3が接続されている。   The corrugated tube 3 is also connected between the connecting rod 7 and the U-shaped groove 2 </ b> B at the lower side in the inclination direction via the connecting fitting 1.

この縦排水工法によれば、図9と同一の効果が得られることに加え、並設される縦排水路同士を横方向に連通させる横排水路が設けられるため、一層の排水効果を得ることができる。   According to this vertical drainage construction method, in addition to obtaining the same effect as FIG. 9, a horizontal drainage channel that connects the vertical drainage channels arranged in parallel to each other in the horizontal direction is provided. Can do.

1:接続金具
11:接続円筒部
111:雌ねじ部
112:ボルト螺合穴
12:仕切り板
121:連通穴
13:固定フランジ部
131:上縁取付け部
132:U字状取付け部
133:ボルト挿通穴
14、15:ボルト
2、2A、2B:U字溝
21:上縁部
3:波状管
31:突条
32:凹溝部
4:集水桝
5:コンクリート管
6:横排水路のU字溝
7:接続桝
100:土留柵
101:土留柵本体
102:H鋼
S:法面
DESCRIPTION OF SYMBOLS 1: Connection metal fitting 11: Connection cylindrical part 111: Female thread part 112: Bolt screwing hole 12: Partition plate 121: Communication hole 13: Fixed flange part 131: Upper edge attachment part 132: U-shaped attachment part 133: Bolt insertion hole 14, 15: Bolt 2, 2A, 2B: U-shaped groove 21: Upper edge portion 3: Wave-shaped pipe 31: Projection line 32: Concave groove part 4: Drainage trough 5: Concrete pipe 6: U-shaped groove of horizontal drainage channel 7 : Connection rod 100: Retaining fence 101: Retaining fence body 102: H steel S: Slope

Claims (5)

土面に埋設されるU字溝の端部に、外周面に螺旋状の突条を有する波状管の端部を接続するための接続金具であって、
内周面に前記波状管の前記突条と螺合する雌ねじ部を有する接続円筒部と、
前記接続円筒部の周囲と前記U字溝の端部との隙間を遮蔽する仕切り板と、
前記仕切り板を前記U字溝の端部に固定するための固定フランジ部とを有し、
前記接続円筒部の内部は、前記仕切り板を挟んで表裏に貫通していることを特徴とするU字溝と管との接続金具。
A connection fitting for connecting the end of a U-shaped groove embedded in the soil surface to the end of a corrugated tube having a spiral protrusion on the outer peripheral surface,
A connecting cylindrical part having an internal thread part screwed onto the protrusion of the corrugated tube on the inner peripheral surface;
A partition plate for shielding a gap between the periphery of the connecting cylindrical portion and the end of the U-shaped groove;
A fixing flange for fixing the partition plate to the end of the U-shaped groove;
A connection fitting between a U-shaped groove and a pipe, wherein the inside of the connection cylindrical portion penetrates the front and back sides with the partition plate in between.
前記接続円筒部に、前記雌ねじ部に螺合された前記波状管をボルトの先端で固定するためのボルト螺合穴を有することを特徴とする請求項1記載のU字溝と管との接続金具。   2. The connection between the U-shaped groove and the tube according to claim 1, wherein the connecting cylindrical portion has a bolt screwing hole for fixing the corrugated tube screwed to the female screw portion with a tip of a bolt. Hardware. 前記接続円筒部は、前記仕切り板の一方の面のみに突出するように設けられていると共に、前記固定フランジ部は、前記接続円筒部と反対側の前記仕切り板の他方の面に設けられており、
前記仕切り板は、前記接続円筒部の内部を該仕切り板を挟んで表裏に貫通させるための、前記波状管の外径よりも小径に形成された連通穴を有することを特徴とする請求項1又は2記載のU字溝と管との接続金具。
The connecting cylindrical portion is provided so as to protrude only on one surface of the partition plate, and the fixing flange portion is provided on the other surface of the partition plate on the side opposite to the connecting cylindrical portion. And
The said partition plate has a communicating hole formed in the diameter smaller than the outer diameter of the said corrugated tube for penetrating the inside of the said connection cylindrical part to the front and back on both sides of this partition plate. Or the connection bracket of the U-shaped groove and pipe of 2 description.
前記固定フランジ部は、前記U字溝の端部にボルト止めするための複数のボルト挿通穴を有することを特徴とする請求項1、2又は3記載のU字溝と管との接続金具。   The U-groove and pipe connecting bracket according to claim 1, 2 or 3, wherein the fixed flange portion has a plurality of bolt insertion holes for bolting to an end of the U-shaped groove. 土留柵によって土留めが施された法面の傾斜に沿って地表水の縦排水路を形成する地表水の縦排水工法であって、
前記土留柵を挟んだ前記法面の傾斜方向上方及び下方にそれぞれU字溝を該法面の傾斜に沿って埋設し、
法面の傾斜方向上方の前記U字溝の下端及び傾斜方向下方の前記U字溝の上端に、それぞれ請求項1〜4のいずれかに記載のU字溝と管との接続金具を固定し、
前記接続金具の前記接続円筒部に、外周面に螺旋状の突条を有する波状管の端部を、前記接続円筒部の雌ねじ部と前記波状管の前記突条とが螺合するようにそれぞれ接続することによって、法面の傾斜方向上方の前記U字溝と傾斜方向下方の前記U字溝とを前記波状管によって連通させると共に、該波状管を前記土留柵の下方を跨ぐように埋設することを特徴とする法面の縦排水工法。
A vertical drainage method for surface water that forms a vertical drainage channel along the slope of the slope with earth retaining by a retaining fence,
U-shaped grooves are embedded along the slope of the slope surface above and below the slope direction of the slope across the retaining fence, respectively.
The connection fitting of the U-shaped groove and the pipe according to any one of claims 1 to 4 is fixed to a lower end of the U-shaped groove above the slope surface and an upper end of the U-shaped groove below the slope direction, respectively. ,
An end portion of a corrugated tube having a spiral protrusion on the outer peripheral surface thereof is connected to the connection cylindrical portion of the connection fitting so that the female thread portion of the connection cylindrical portion and the protrusion of the corrugated tube are screwed together, respectively. By connecting, the U-shaped groove above the slope direction of the slope and the U-shaped groove below the slope direction are communicated by the corrugated pipe, and the corrugated pipe is embedded so as to straddle the bottom of the retaining fence. A vertical drainage method with a slope.
JP2011260572A 2011-11-29 2011-11-29 Connecting fitting for u-shaped groove and pipe, and vertical drainage method for slope using the same Pending JP2013113010A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5967681B1 (en) * 2015-08-07 2016-08-10 ケイコン株式会社 Oil / water separation road drainage treatment tank
JP2019011557A (en) * 2017-06-29 2019-01-24 有限会社ウイング Catch drain with slope
JP2019143381A (en) * 2018-02-21 2019-08-29 積水化学工業株式会社 Rainwater drainage system
CN114108661A (en) * 2021-11-09 2022-03-01 浙江工业大学 Lake bay area ecological slope protection drainage device and construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5967681B1 (en) * 2015-08-07 2016-08-10 ケイコン株式会社 Oil / water separation road drainage treatment tank
JP2019011557A (en) * 2017-06-29 2019-01-24 有限会社ウイング Catch drain with slope
JP2019143381A (en) * 2018-02-21 2019-08-29 積水化学工業株式会社 Rainwater drainage system
JP7000199B2 (en) 2018-02-21 2022-01-19 積水化学工業株式会社 Stormwater drainage system
CN114108661A (en) * 2021-11-09 2022-03-01 浙江工业大学 Lake bay area ecological slope protection drainage device and construction method thereof

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