JPH022792Y2 - - Google Patents

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Publication number
JPH022792Y2
JPH022792Y2 JP1982156336U JP15633682U JPH022792Y2 JP H022792 Y2 JPH022792 Y2 JP H022792Y2 JP 1982156336 U JP1982156336 U JP 1982156336U JP 15633682 U JP15633682 U JP 15633682U JP H022792 Y2 JPH022792 Y2 JP H022792Y2
Authority
JP
Japan
Prior art keywords
side walls
gutter
pair
wall
strut
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.)
Expired
Application number
JP1982156336U
Other languages
Japanese (ja)
Other versions
JPS5961383U (en
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 filed Critical
Priority to JP15633682U priority Critical patent/JPS5961383U/en
Publication of JPS5961383U publication Critical patent/JPS5961383U/en
Application granted granted Critical
Publication of JPH022792Y2 publication Critical patent/JPH022792Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、土止め付き側溝に関するものであ
る。
[Detailed description of the invention] The present invention relates to a side gutter with earth retaining.

一般に、側溝は道路の端縁に沿つて設けられた
1対の側壁とこれらの側壁間の底部に設けられた
底壁とから成つており、1対の側壁は受台上に支
持され、底壁は現場でコンクリート打ちして形成
されている。一方、この側溝が僅かに高い他の道
路または畑等と境界をなしている場合には、この
高い道路または畑等からの土が崩れないように土
止めを必要とする。従来、この土止めは、現場で
コンクリート打ちして形成されていたので多大の
工程と労力とを必要とし作業性が低かつた。一
方、最近、側溝の上に高さ調節用の補助側壁を取
付けて左右の高さを自由に設定することができる
ようにした側溝が提案されている(実公昭52−
42600号公報参照)。しかし、この構造の側溝は、
側溝蓋を補助側壁の上に載せるようにしているの
で、例えば、反対側の側壁の高さはそのままでよ
くて高い方の補助側壁とする場合には適用するこ
とができないし、またこの構造の側溝は、組立式
ではなく側壁と底壁とは一体に形成されているの
で高さ及び幅の調整をするには種々の寸法の側溝
本体を用意しなければならない欠点があつた。一
方、組立式の側溝は、1対の側壁を保持するため
にストラツトが必要となるが、これに土止め壁を
組立てるにはこのストラツトが邪魔となつて土止
め壁を組立てることができない。
In general, a gutter consists of a pair of side walls provided along the edge of the road and a bottom wall provided at the bottom between these side walls, and the pair of side walls are supported on pedestals and the bottom wall is provided at the bottom between these side walls. The walls are formed by pouring concrete on site. On the other hand, if this gutter forms a border with another road or field that is slightly higher, earth shoring is required to prevent the soil from collapsing from this higher road or field. Conventionally, this shoring was formed by pouring concrete on-site, which required a large amount of process and labor, resulting in low workability. On the other hand, recently, a gutter has been proposed in which an auxiliary side wall for height adjustment is attached above the gutter so that the left and right height can be freely set.
(See Publication No. 42600). However, the gutter of this structure is
Since the gutter cover is placed on top of the auxiliary side wall, for example, the height of the opposite side wall can be left as is, but it cannot be applied to the case where the height of the auxiliary side wall is higher. Since the side gutter is not an assembly type and the side wall and bottom wall are integrally formed, there is a drawback that gutter bodies of various sizes must be prepared in order to adjust the height and width. On the other hand, a prefabricated side gutter requires struts to hold the pair of side walls, but the struts get in the way of assembling a retaining wall, making it impossible to assemble the retaining wall.

本考案の目的は、組立式の側溝に土止めを容易
に組立てることができる土止め付側溝を提供する
ことにある。
An object of the present invention is to provide a side gutter with a shingle that can be easily assembled into a prefabricated gutter.

本考案の実施例を図面に参照してのべると、第
1図乃至第4図は本考案に係る土止め付側溝10
を示し、この側溝10は、1対の側壁12,1
2′とこれらの側壁12,12′間の底部に設けら
れた底壁14と、一方の側壁12に整列して設け
られた土止め壁16とから成つている。尚、側壁
12,12′、底壁14及び土止め壁16はコン
クリートから成つている。
Embodiments of the present invention will be described with reference to the drawings. Figs.
This side gutter 10 has a pair of side walls 12,1
2', a bottom wall 14 provided at the bottom between these side walls 12, 12', and a retaining wall 16 provided in alignment with one side wall 12. Incidentally, the side walls 12, 12', the bottom wall 14 and the retaining wall 16 are made of concrete.

側壁12,12′は、第1図に示すように、そ
の接合部で受台18の1対の凹部19,19′に
嵌入して支持され、底壁14は、現場でコンクリ
ート打ちして形成される。尚、1対の側壁12,
12′は、側溝蓋20が係合する蓋係合面12a,
12′aを上面に有するが、一方の蓋係合面1
2′aは側壁12′の内側に連続して延びるへこみ
となつている。また、第3図及び第4図において
符号20aは側溝蓋20に設けられた格子状の水
抜き孔である。
As shown in FIG. 1, the side walls 12, 12' are supported by fitting into a pair of recesses 19, 19' of the pedestal 18 at their joints, and the bottom wall 14 is formed by pouring concrete on site. be done. In addition, a pair of side walls 12,
12' is a lid engaging surface 12a with which the gutter lid 20 engages;
12'a on the upper surface, but one lid engaging surface 1
2'a is a recess that extends continuously inside the side wall 12'. Further, in FIGS. 3 and 4, reference numeral 20a indicates a grid-shaped drain hole provided in the gutter cover 20.

側壁12,12′は、それぞれの相対する端部
でコンクリート製のストラツト22によつて接合
され、このストラツト22の両端は小さい幅で下
向きに突出する脚23,23′を有し、これらの
脚23,23′は側壁12,12′の端部の外側に
設けられた段部12b,12′bに係合している。
従つて、1対の側壁12,12′は受台18とス
トラツト22とによつて一定の間隔を保つて強固
に保持されている。
The side walls 12, 12' are joined at their opposite ends by concrete struts 22, each of which has legs 23, 23' projecting downwardly with a small width. 23, 23' engage with stepped portions 12b, 12'b provided on the outside of the ends of the side walls 12, 12'.
Therefore, the pair of side walls 12, 12' are firmly held by the pedestal 18 and the strut 22 at a constant distance.

土止め壁16は、側壁12,12′と同じ長さ
で予め成型されており、その接合部は側壁12,
12′の接合部に一致させてある。土止め壁16
は、一方の側壁12の外側でその全長に連続して
延びる段部12b上に積上げられストラツト22
の相応する脚23は、土止め壁16の接合部に形
成された水抜き孔を兼ねる係入孔16aに係入さ
れている。第1図から解るように、係入孔16a
は水抜き孔としてその上方が脚23の上面から間
隔があいているので土止め壁16を積上げた後で
もストラツト22を容易に係入孔16aに係入す
ることができる。土止め壁16の左側は僅かに高
い道路または畑等24であり、側壁12′の右側
は低い道路24′である。
The earth retaining wall 16 is pre-molded with the same length as the side walls 12, 12', and the joint portion is formed between the side walls 12, 12'.
12'. Earth retaining wall 16
The struts 22 are stacked on the stepped portion 12b that extends continuously over the entire length of one side wall 12 on the outside.
The corresponding legs 23 are engaged in engagement holes 16a that are formed at the joints of the retaining walls 16 and also serve as drainage holes. As can be seen from FIG. 1, the insertion hole 16a
Since the upper part of the drain hole is spaced apart from the upper surface of the leg 23, the strut 22 can be easily inserted into the insertion hole 16a even after the retaining wall 16 is stacked up. To the left of the retaining wall 16 is a slightly elevated road or field 24, and to the right of the side wall 12' is a low road 24'.

尚、この土止め壁16は、図示しない連結金具
等によつて側壁12の適宜の部分、例えばL字形
の連結金具によつて側壁12の蓋係合面12aに
連結されており、また隣合う土止め壁16及び隣
合う側壁12,12′は、それぞれ図示しない連
結金具によつて相互に連結されている。従つて、
複数の側壁12′及び複数の側壁12と土止め壁
16とは、これらの連結金具によつて一体に連結
されている。また、側壁12及び土止め壁16が
受ける土圧は僅かに高い道路または畑等からの土
圧であるのでそれほど大きくはないが、この土圧
によつて側壁12及び土止め壁16が第1図の右
側に倒れるのを防止するために側壁12′または
受台18に対して適宜の支え手段を講ずるのが好
ましい。例えば、現場でコンクリート打ちされる
底壁14に埋設されるように側壁12,12′を
連結する連結杆を設けたり、同じく底壁14に埋
設されるように側壁12の下縁と受台18とに跨
つて固定されるL字形または三角形の支え金具を
設けることができる。
The retaining wall 16 is connected to the lid engaging surface 12a of the side wall 12 by an appropriate part of the side wall 12 using a connecting fitting (not shown), for example, an L-shaped connecting fitting. The retaining wall 16 and the adjacent side walls 12, 12' are connected to each other by connecting fittings (not shown). Therefore,
The plurality of side walls 12' and the plurality of side walls 12 and the retaining wall 16 are integrally connected by these connecting fittings. Moreover, the earth pressure that the side wall 12 and the earth retaining wall 16 receive is not so great because it is from a slightly high road or field, but this earth pressure causes the side wall 12 and the earth retaining wall 16 to Preferably, suitable support means are provided for the side wall 12' or the pedestal 18 to prevent it from tipping over to the right side in the drawings. For example, a connecting rod may be provided to connect the side walls 12, 12' so as to be buried in the bottom wall 14 poured with concrete on site, or a connecting rod may be provided between the lower edge of the side wall 12 and the pedestal 18 to be buried in the bottom wall 14. An L-shaped or triangular support fitting can be provided which is fixed across the two.

本考案によれば、上記のように、土止め壁は組
立式の側溝に必要な脚付ストラツトを係入する水
抜き孔を兼ねた係入孔を有するので、この脚付ス
トラツトに干渉されることなく容易に組立てるこ
とができ、またこのストラツトの係入孔が水抜き
孔を兼ねているため水抜き孔を容易に形成するこ
とができ、従つて土止め付側溝を高い作業性で経
済的に組立てることができる実益がある。
According to the present invention, as described above, the earth retaining wall has an insertion hole that also serves as a drain hole for inserting the leg strut necessary for the prefabricated side gutter, so that it is not interfered with by the leg strut. In addition, since the insertion hole of this strut also serves as a drainage hole, drainage holes can be easily formed, making side gutters with earthstops highly workable and economical. There are practical benefits that can be put together.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図乃至第4図は本考案に係る土止め付側溝
の接合部の横断面図、縦断面図、上面図及び斜視
図である。 10……土止め付側溝、12,12′……側壁、
12b,12′b……段部、14……底壁、16
……土止め壁、16a……係入孔、18……受
台、22……ストラツト、23,23′……脚。
1 to 4 are a cross-sectional view, a vertical cross-sectional view, a top view, and a perspective view of a joint part of a side gutter with earth guard according to the present invention. 10... Side ditch with earth stop, 12, 12'... Side wall,
12b, 12'b...Step part, 14...Bottom wall, 16
... retaining wall, 16a ... insertion hole, 18 ... pedestal, 22 ... strut, 23, 23' ... leg.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 長手方向に間隔をあけて設けられた複数の受台
と隣合う受台に跨つて支持された1対の側壁と隣
合う側壁間に設けられて1対の側壁の上端間を接
続するストラツトと前記1対の側壁の間の底で前
記受台を埋設するように設けられたコンクリート
打ちの底壁と前記1対の側壁の上端面に載せられ
た側溝蓋とから成る側溝において、前記1対の側
壁はその端部の外側に段部を有していて前記スト
ラツトの脚は前記1対の側壁の外側の段部に係合
し、一方の側壁の外側に連続して延びる段部に係
合する予め成型された土止め壁を更に備え、前記
土止め壁は前記ストラツトの一端が係入し水抜き
孔を兼ねた係入孔を有し、また前記側溝蓋の一端
縁は前記一方の側壁の上面である蓋係合面に係合
し、他端縁は他方の側壁の内側に連続して延びる
へこんだ蓋係合面に係合していることを特徴とす
る土止め付側溝。
A pair of side walls supported across a plurality of pedestals provided at intervals in the longitudinal direction and adjacent pedestals, and a strut provided between the adjacent side walls to connect the upper ends of the pair of side walls. In a side gutter consisting of a concrete bottom wall provided to bury the pedestal at the bottom between the pair of side walls and a gutter cover placed on the upper end surface of the pair of side walls, The side walls of the strut have steps on the outside of their ends, and the legs of the strut engage the steps on the outside of the pair of side walls, and the legs of the strut engage the steps on the outside of one of the side walls. The retaining wall is further provided with a pre-formed earth retaining wall that fits into the one end of the strut and has an insertion hole that also serves as a drainage hole, and one end edge of the gutter cover is connected to the one end of the gutter cover. A side gutter with earth stopper, characterized in that it engages with a lid engaging surface that is the upper surface of a side wall, and the other end engages with a recessed lid engaging surface that extends continuously inside the other side wall.
JP15633682U 1982-10-18 1982-10-18 Gutter with earth stopper Granted JPS5961383U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15633682U JPS5961383U (en) 1982-10-18 1982-10-18 Gutter with earth stopper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15633682U JPS5961383U (en) 1982-10-18 1982-10-18 Gutter with earth stopper

Publications (2)

Publication Number Publication Date
JPS5961383U JPS5961383U (en) 1984-04-21
JPH022792Y2 true JPH022792Y2 (en) 1990-01-23

Family

ID=30345004

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15633682U Granted JPS5961383U (en) 1982-10-18 1982-10-18 Gutter with earth stopper

Country Status (1)

Country Link
JP (1) JPS5961383U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5242600U (en) * 1975-09-20 1977-03-26

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5189764U (en) * 1975-01-16 1976-07-17

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5242600U (en) * 1975-09-20 1977-03-26

Also Published As

Publication number Publication date
JPS5961383U (en) 1984-04-21

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