JPH0736667B2 - Steel plate U-shaped trough and its installation method - Google Patents

Steel plate U-shaped trough and its installation method

Info

Publication number
JPH0736667B2
JPH0736667B2 JP17883391A JP17883391A JPH0736667B2 JP H0736667 B2 JPH0736667 B2 JP H0736667B2 JP 17883391 A JP17883391 A JP 17883391A JP 17883391 A JP17883391 A JP 17883391A JP H0736667 B2 JPH0736667 B2 JP H0736667B2
Authority
JP
Japan
Prior art keywords
trough body
trough
outer vertical
steel plate
vertical plates
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 - Lifetime
Application number
JP17883391A
Other languages
Japanese (ja)
Other versions
JPH06217442A (en
Inventor
新太郎 大場
官司 山田
鉄蔵 広瀬
泰生 小堀
謙一 常見
勝義 早川
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.)
JFE Engineering Corp
Original Assignee
JFE Engineering Corp
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 JFE Engineering Corp filed Critical JFE Engineering Corp
Priority to JP17883391A priority Critical patent/JPH0736667B2/en
Publication of JPH06217442A publication Critical patent/JPH06217442A/en
Publication of JPH0736667B2 publication Critical patent/JPH0736667B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は埋設用電線ケーブル防
護物としてのU字溝型トラフ及びその設置法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a U-shaped groove type trough as a buried electric wire cable protector and its installation method.

【0002】[0002]

【従来の技術】従来のトラフは図3に示す如くコンクリ
ート製の断面略U字型の本体(イ)を地表面(ロ)に穿
った溝(ハ)にはめ込み、上面が地表面(ロ)とほぼ同
一面となる蓋(ニ)を被せ、内部に高圧ケーブル
(ホ)、低圧ケーブル(ヘ)及び内外通信ケーブル等
(ト)を挿通している。
2. Description of the Related Art In a conventional trough, as shown in FIG. 3, a main body (a) made of concrete and having a substantially U-shaped cross section is fitted into a groove (c) formed in the ground surface (b), and the upper surface is ground surface (b). A cover (d) having substantially the same surface as the above is covered, and a high voltage cable (e), a low voltage cable (f), an internal and external communication cable and the like (g) are inserted inside.

【0003】[0003]

【発明が解決しようとする課題】しかしながらこのコン
クリート製のトラフは重量が大きく、運搬が困難で、狭
い場所での作業性が悪い。
However, this concrete trough is heavy in weight, difficult to carry, and poor in workability in a narrow space.

【0004】[0004]

【課題を解決するための手段】そこでこの発明はトラフ
本体を鋼板製として軽量化し、運搬の作業性をよくし、
現場での組立作業が簡単であるとともにこのトラフ本体
の両側に荷重受け材を設け、トラフ本体の開口部を蓋体
で塞いだ際、これらの荷重受け材で蓋体両側を支えるも
のである。
Therefore, according to the present invention, the trough body is made of a steel plate so as to reduce the weight and improve the workability of transportation.
The assembling work at the site is easy, and load receiving materials are provided on both sides of the trough body. When the opening of the trough body is closed by the lid body, the load receiving materials support both sides of the lid body.

【0005】即ち、請求項1項の発明は、地表面に穿っ
た溝に埋設する電線防護物としての断面U字溝型のトラ
フにおいて、上記溝内に波付鋼板から成る一定長の外側
縦板二枚を、相互に一定間隔をあけて相対向させて入
れ、これらの間に断面略U字型の波付き鋼板から成るト
ラフ本体を挿入し、このトラフ本体の両側上端を外方に
折り曲げて形成した各折曲縁の先端を上記各外側縦板に
当接、固定し、これらの各外側縦板とトラフ本体の折曲
縁より下部の側板との間隙及びトラフ本体の底板と溝底
部との間隙にコンクリートを充填して荷重受け材を設
け、上記トラフ本体の両側の各折曲縁に蓋体の両側をの
せてトラフ本体の開口部を塞いだ鋼板製U字溝型トラフ
である。
That is, a first aspect of the present invention is a trough having a U-shaped cross section as an electric wire protector embedded in a groove drilled in the ground surface, wherein an outer longitudinal portion of a constant length made of corrugated steel plate is formed in the groove. Insert two plates facing each other at regular intervals, insert a trough body made of corrugated steel plate with a substantially U-shaped cross section between them, and fold both upper ends of the trough body outward. The tips of the bent edges formed by abutting against each other are fixed to the outer vertical plates, and the gaps between these outer vertical plates and the side plates below the bent edges of the trough body and the bottom plate and groove bottom of the trough body. A U-shaped trough made of steel plate in which concrete is filled in a gap between the trough and a load receiving member, and the opening of the trough body is closed by placing both sides of the lid on the bent edges on both sides of the trough body. .

【0006】また請求項2の発明は、波付鋼板からなる
一定長の外側縦板二枚を、相互に一定間隔をあけて相対
向させて地表面から地中に差し入れ、これらの間の地面
を掘って地表面に溝を穿ち、これらの外側縦板の間に断
面略U字型の波付き鋼板から成るトラフ本体を挿入し、
このトラフ本体の両側上端を外方に折り曲げて形成した
各折曲縁の先端を上記各外側縦板に当接、固定し、これ
らの各外側縦板とトラフ本体の折曲縁より下部の外周と
の間隙にコンクリートを注入して固化して荷重受け材を
形成し、上記トラフ本体の両側の各折曲縁に蓋体の両側
をのせてトラフ本体の開口部を塞いでなる鋼板製U字溝
型トラフの設置法である。
According to a second aspect of the present invention, two outer vertical plates each having a certain length and made of corrugated steel plates are inserted into the ground from the ground surface while facing each other at regular intervals and the ground between them. By digging a groove on the ground surface, and inserting a trough body made of corrugated steel plate with a substantially U-shaped cross section between these outer vertical plates,
The ends of the bent edges formed by bending the upper ends of both sides of the trough body outward are brought into contact with and fixed to the outer vertical plates, and the outer circumferences below the bent edges of the outer vertical plates and the trough body. A U-shaped steel plate made by pouring concrete into the gap between and to solidify to form a load receiving material, and placing both sides of the lid on the bent edges on both sides of the trough body to close the opening of the trough body. It is a method of installing a groove type trough.

【0007】[0007]

【作用】波付鋼板から成るトラフ本体と外側縦板との間
にはコンクリートから成る荷重受け材が充填されてお
り、強度は極めて高い。また波付鋼板から成るトラフ本
体と外側縦板とが上記コンクリートを流し込む際、型枠
となる。またトラフ本体内には各種ケーブルを挿入し、
この上から蓋体を被せる。これによりこのトラフ上を通
過する車輌等の荷重を主にこの蓋体及び荷重受け材が受
けるためトラフ本体には直接荷重がかからない。
The load receiving member made of concrete is filled between the trough body made of corrugated steel plate and the outer vertical plate, and the strength is extremely high. Further, the trough body made of corrugated steel plate and the outer vertical plate form a mold when the concrete is poured. Also, insert various cables into the trough body,
The lid is put over this. As a result, the load of the vehicle or the like passing over the trough is mainly received by the lid body and the load receiving member, so that no direct load is applied to the trough body.

【0008】[0008]

【実施例】以下この発明の実施例を図について説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1は請求項1項の発明の構造を示す断面
図であり、15、15は波型の凹凸条が長手方向に直角に形
成された波付鋼板から成る一定長の外側縦板で、これら
の外側縦板15、15は地表面5から一定間隔をあけて相対
向させて土中に埋設されている。
FIG. 1 is a cross-sectional view showing the structure of the invention of claim 1, and 15 and 15 are outer vertical plates of a constant length, which are corrugated steel plates in which corrugated uneven lines are formed at right angles to the longitudinal direction. The outer vertical plates 15 and 15 are buried in the soil so that they are opposed to each other at a constant distance from the ground surface 5.

【0010】16はこれらの外側縦板15、15間の土を排出
した溝17内に入れた断面略U字溝型の一定長のトラフ本
体で、このトラフ本体16は波付鋼板から成り、波型によ
る凹凸条がトラフ本体16の長手方向に直角に形成されて
いる。またこのトラフ本体16の開口部18の両側上縁には
水平外方に折り曲げた折曲縁16a、16aが設けられてい
る。
Reference numeral 16 is a trough body having a constant length and having a U-shaped cross section, which is placed in a groove 17 for discharging soil between the outer vertical plates 15 and 15. The trough body 16 is made of corrugated steel plate, Corrugated ridges and grooves are formed at right angles to the longitudinal direction of the trough body 16. Further, bent edges 16a, 16a bent outward in the horizontal direction are provided at upper edges of both sides of the opening 18 of the trough body 16.

【0011】19はこのトラフ本体16の折曲縁16a、16a以
下の外周と外側縦板15、15との間隙に充填した外周コン
クリート層、20はこのトラフ本体16の折曲縁16a、16aに
両側を載置させてトラフ本体16の開口部18を塞ぐコンク
リート製の蓋体である。21はトラフ本体1内に挿通する
高圧ケーブル、22は同じく低圧ケーブルである。
Reference numeral 19 denotes an outer peripheral concrete layer filled in a gap between the outer edges of the trough body 16 and the outer edges of the bent edges 16a, 16a and below the trough body 16, and 20 denotes the bent edges 16a, 16a of the trough body 16. It is a concrete lid body that is placed on both sides to close the opening 18 of the trough body 16. Reference numeral 21 is a high voltage cable that is inserted into the trough body 1, and 22 is a low voltage cable.

【0012】この実施例の場合、外周コンクリート層19
が荷重受け材となり、トラフ上を通過する車輌荷重をト
ラフ本体16の当該外周コンクリート層19が主に受けるた
め、トラフ本体16が鋼板製であっても十分耐え得るもの
である。
In this embodiment, the peripheral concrete layer 19
Serves as a load receiving material, and the outer peripheral concrete layer 19 of the trough body 16 mainly receives the vehicle load passing on the trough. Therefore, even if the trough body 16 is made of a steel plate, it can sufficiently withstand.

【0013】しかもトラフ本体16は波付鋼板でできてお
りかつ外周コンクリート層19と一体化されているため強
度が高く、重車輌等の荷重がかかっても十分耐え得るも
のである。もっとも上記トラフ本体16は一定の強度があ
れば扁平な鋼板でもよく、必ずしも波付鋼板としなくて
もよい。
Moreover, since the trough body 16 is made of corrugated steel sheet and is integrated with the outer peripheral concrete layer 19, the trough body 16 has high strength and can sufficiently withstand the load of a heavy vehicle or the like. However, the trough body 16 may be a flat steel plate as long as it has a certain strength, and does not necessarily have to be a corrugated steel plate.

【0014】次ぎに図2は請求項2項の発明の設置方法
を示し、(A)図に示す如く、まず外側縦板15、15を一
定間隔をあけて相対向して地表面5から土中に埋設す
る。次ぎに(B)図に示す如く、この外側縦板15、15間の
土砂のみを排土して溝17を形成する。そして(C)図に示
す如く、溝17内にトラフ本体16を挿入し、トラフ本体16
の両側上端から外方に折り曲がった各折曲縁16aの先端
部を各外側縦板15に当てて固定する。さらに(D)図に示
す如く、外側縦板15と折曲縁16aより下部のトラフ本体1
6の外周との間に、適宜設けた隙間又は孔からコンクリ
ートを流し込んでこれを固め、外周コンクリート層19を
設け、溝17内の両側の各折曲縁16aに上記蓋体20を載せ
て、トラフ本体16の開口部18をふさぐものである。
Next, FIG. 2 shows an installation method according to the invention of claim 2. As shown in FIG. 2 (A), first, the outer vertical plates 15, 15 are opposed to each other at a constant interval and the soil is applied from the ground surface 5. Buried inside. Next, as shown in (B), only the earth and sand between the outer vertical plates 15, 15 is discharged to form the groove 17. Then, as shown in (C), the trough body 16 is inserted into the groove 17 and the trough body 16 is inserted.
The tip ends of the bent edges 16a bent outward from the upper ends of both sides are fixed to the outer vertical plates 15. Further, as shown in (D), the trough body 1 below the outer vertical plate 15 and the bent edge 16a.
Between the outer circumference of 6 and concrete is poured from a gap or a hole provided appropriately to solidify it, an outer concrete layer 19 is provided, and the lid 20 is placed on each of the bent edges 16a on both sides in the groove 17, The opening 18 of the trough body 16 is closed.

【0015】この実施例の場合地表面5から溝17を掘る
場合、予め土中に間隔をあけて差し込んだ二枚の外側縦
板15、15が縁石と成って、これらの間の土を掘れば良い
ため、余分に土を掘ったり、排土することがなく極めて
作業性が良い。
In the case of digging the groove 17 from the ground surface 5 in the case of this embodiment, the two outer vertical plates 15 and 15 which are previously inserted in the soil at a distance form a curb, and the soil between them is dug. Since it is good, it does not excavate extra soil and does not excavate soil, so workability is extremely good.

【0016】なお上記実施例では二枚の外側縦板15を地
表面5から地中に差しこんでいるが、掘削する地盤が硬
ければこれに代えて地表面5にまず溝を穿ち、この溝内
に二枚の外側縦板15を挿入してもよい。
In the above-mentioned embodiment, the two outer vertical plates 15 are inserted from the ground surface 5 into the ground. However, if the ground to be excavated is hard, a groove is first drilled in the ground surface 5 instead of this. Two outer vertical plates 15 may be inserted in the groove.

【0017】また(C)図の工程の前に、溝17の底部にコ
ンクリート層を設け、その後当該コンクリート層の上面
にトラフ本体16を載せトラフ本体16の側板と外側縦板15
の間にコンクリートを充填する場合もある。またこれら
の実施例の場合も、図示は省略したが、水抜き孔を適宜
設けても良い。
Before the step shown in FIG. 1C, a concrete layer is provided on the bottom of the groove 17, and then the trough body 16 is placed on the upper surface of the concrete layer, and the side plate of the trough body 16 and the outer vertical plate 15 are placed.
In some cases, concrete is filled in between. Although not shown in the drawings, drainage holes may be appropriately provided in these embodiments.

【0018】なお上記実施例では蓋体20をコンクリート
製としたが、この材質に限定されるものではなく適宜の
ものでよい。
Although the lid 20 is made of concrete in the above embodiment, it is not limited to this material and may be any suitable material.

【0019】また上記実施例において蓋体20とトラフ本
体16との間に錠を設け、補修の際のみ、作業者が蓋体20
外方から蓋体20に穿った孔を通して鍵を中に入れ、錠を
開けるようにし、常時は蓋体20がむやみに開けられない
ようにすることもできる。
Further, in the above embodiment, a lock is provided between the lid body 20 and the trough body 16 so that the operator only needs the lid body 20 when repairing.
It is also possible to put the key inside through a hole drilled in the lid 20 from the outside so that the lock can be opened so that the lid 20 cannot be opened unnecessarily at all times.

【0020】[0020]

【発明の効果】この発明は以上の構成であり、請求項1
項の発明ではトラフ本体を波付鋼板で構成しているた
め、軽量となり、運搬、取扱いが極めて容易である。ま
たトラフの上を通過する車輌等の荷重に対してはトラフ
本体の両側に設けたコンクリート層からなる荷重受け材
が主にこれを受けるため、トラフ本体には直接荷重がか
からない。それ故トラフ本体や外側縦板が薄い鋼板であ
っても内部がコンクリートの荷重受け材で充填されてい
るため上記荷重には十分耐えられるトラフとなる。
The present invention has the above-mentioned structure and has the following features.
Since the trough body is made of corrugated steel sheet in the invention of the above item 1, the trough body is lightweight and is extremely easy to carry and handle. Further, a load receiving material made of a concrete layer provided on both sides of the trough body mainly receives the load of a vehicle passing over the trough, so that the trough body is not directly subjected to the load. Therefore, even if the trough body or the outer vertical plate is a thin steel plate, the inside is filled with the concrete load receiving material, so that the trough can sufficiently withstand the above load.

【0021】またこの様に鋼板とコンクリートが一体と
なっているため、重量が大きく、車両の通行等の振動で
浮き上がったりすることがない。しかも通行車輌の荷重
の大きい個所にはこの波付鋼板から成るトラフ本体の両
側上縁の折曲縁の巾を調整すれば容易に対処できるもの
である。
Further, since the steel plate and the concrete are integrated as described above, the weight is large, and the steel plate does not float up due to vibration such as traffic of the vehicle. Moreover, it is possible to easily cope with a heavy load on a passing vehicle by adjusting the width of the bent edges at the upper edges of both sides of the trough body made of corrugated steel sheet.

【0022】また請求項2項の発明では地表面付近の外
側縦板の上端が縁石となって現場で溝をあける際この外
側縦板をガイドとして土砂を掘っていくことができ必要
以上に溝を大きくあけることがない。そして現場での組
立の際外側縦板とトラフ本体とがコンクリートを流し込
む型枠と成り、かつそのまま構成部材となり、埋設する
ため極めて作業性が良い。
According to the second aspect of the invention, when the upper end of the outer vertical plate near the ground surface becomes a curb and a groove is to be drilled on site, the outer vertical plate can be used as a guide for digging earth and sand more than necessary. You don't have to open a lot. The outer vertical plate and the trough main body form a mold into which concrete is poured during assembling at the site, and also serve as the constituent members as they are, so that the work is extremely easy to bury.

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

【図1】この発明の実施例の断面図である。FIG. 1 is a sectional view of an embodiment of the present invention.

【図2】(A)、(B)、(C)及び(C)は夫々この
発明の実施例における設置手順を示す断面図である。
2 (A), (B), (C) and (C) are sectional views showing an installation procedure in an embodiment of the present invention.

【図3】従来例を示す断面図である。FIG. 3 is a cross-sectional view showing a conventional example.

フロントページの続き (72)発明者 山田 官司 東京都品川区荏原5丁目2番1号 株式会 社三英社製作所内 (72)発明者 広瀬 鉄蔵 神奈川県横須賀市公郷町5−46 (72)発明者 小堀 泰生 神奈川県相模原市青葉3−10−14 (72)発明者 常見 謙一 埼玉県熊谷市東別府661−1 (72)発明者 早川 勝義 千葉県船橋市西習志野町2−19Front page continued (72) Inventor Kanji Yamada 5-2-1 Ebara, Shinagawa-ku, Tokyo Inside Saneisha Co., Ltd. (72) Inventor Tetsuzo Hirose 5-46 Kogocho, Yokosuka City, Kanagawa Prefecture (72) Invention Person Yasuko Kobori 3-10-14 Aoba, Sagamihara City, Kanagawa Prefecture (72) Inventor Kenichi Tsunami 661-1 Higashibeppu, Kumagaya City, Saitama Prefecture (72) Katsuyoshi Hayakawa 2-19 Nishinarashino Town, Funabashi City, Chiba Prefecture

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地表面に穿った溝に埋設する電線防護物と
しての断面U字溝型のトラフにおいて、上記溝内に波付
鋼板から成る一定長の外側縦板二枚を、相互に一定間隔
をあけて相対向させ、これらの間に断面略U字型の波付
鋼板から成るトラフ本体を挿入し、このトラフ本体の両
側上端を外方に折り曲げて形成した各折曲縁の先端を上
記各外側縦板に当接、固定し、これらの各外側縦板とト
ラフ本体の折曲縁より下部の外周との間隙にコンクリー
トからなる荷重受け材を設け、上記トラフ本体の両側の
各折曲縁に蓋体の両側をのせてトラフ本体の開口部を塞
いだことを特徴とする、鋼板製U字溝型トラフ。
1. A trough having a U-shaped cross section as an electric wire protector buried in a groove formed in the ground surface, wherein two outer vertical plates of a constant length made of corrugated steel plates are mutually fixed in the groove. The trough body made of corrugated steel plate with a substantially U-shaped cross section is inserted between them, and the tops of both sides of the trough body are bent outward so that the tips of the bent edges are formed. A load receiving member made of concrete is provided in the gap between each outer vertical plate and the outer vertical plates and the outer periphery of the trough body below the bent edge of the trough body. A U-shaped grooved trough made of steel plate, characterized in that both sides of the lid are placed on the curved edges to close the opening of the trough body.
【請求項2】波付鋼板からなる一定長の外側縦板二枚
を、相互に一定間隔をあけて相対向させて地表面から地
中に差し入れ、これらの間の地面を掘って地表面に溝を
穿ち、これらの外側縦板の間に断面略U字型の波付鋼板
から成るトラフ本体を挿入し、このトラフ本体の両側上
端を外方に折り曲げて形成した各折曲縁の先端を上記各
外側縦板に当接、固定し、これらの各外側縦板とトラフ
本体の折曲縁より下部の外周との間隙にコンクリートを
注入して固化し、これらにより荷重受け材を形成し、上
記トラフ本体の両側の各折曲縁に蓋体の両側をのせてト
ラフ本体の開口部を塞ぐことを特徴とする、鋼板製U字
溝型トラフの設置法。
2. Two outer vertical plates having a constant length and made of corrugated steel plates are inserted into the ground from the ground surface while facing each other at a constant interval, and the ground between them is dug to the ground surface. A trough body made of corrugated steel plate having a substantially U-shaped cross section is inserted between these outer vertical plates, and the upper ends of both sides of the trough body are bent outward to form the ends of the bent edges. Abutting and fixing to the outer vertical plates, concrete is poured into the gap between each of these outer vertical plates and the outer periphery below the bent edge of the trough body to solidify, and the load receiving material is formed by these, and the trough A method of installing a U-shaped trough made of steel plate, characterized in that both sides of the lid are placed on the bent edges on both sides of the body to close the opening of the trough body.
JP17883391A 1991-06-24 1991-06-24 Steel plate U-shaped trough and its installation method Expired - Lifetime JPH0736667B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17883391A JPH0736667B2 (en) 1991-06-24 1991-06-24 Steel plate U-shaped trough and its installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17883391A JPH0736667B2 (en) 1991-06-24 1991-06-24 Steel plate U-shaped trough and its installation method

Publications (2)

Publication Number Publication Date
JPH06217442A JPH06217442A (en) 1994-08-05
JPH0736667B2 true JPH0736667B2 (en) 1995-04-19

Family

ID=16055466

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17883391A Expired - Lifetime JPH0736667B2 (en) 1991-06-24 1991-06-24 Steel plate U-shaped trough and its installation method

Country Status (1)

Country Link
JP (1) JPH0736667B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101437714B1 (en) * 2010-07-08 2014-09-03 현대중공업 주식회사 Structure for burying a electrical cable or conduit pipe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113964775A (en) * 2021-09-08 2022-01-21 中国航空国际建设投资有限公司 Pipeline protection assembly and pipeline protection device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101437714B1 (en) * 2010-07-08 2014-09-03 현대중공업 주식회사 Structure for burying a electrical cable or conduit pipe

Also Published As

Publication number Publication date
JPH06217442A (en) 1994-08-05

Similar Documents

Publication Publication Date Title
KR102197103B1 (en) One-sided Camber-type Composite File for Retaining Wall and Method for manufacturing this same and Method for constructing Retaining Wall using this same
JPH0736667B2 (en) Steel plate U-shaped trough and its installation method
JPH08246407A (en) Lining method and lining plate
JP2927727B2 (en) Construction method of underground structure
JPH0646186Y2 (en) Steel plate U-shaped groove trough
JP4436218B2 (en) Concrete sheet pile
JP3073271U (en) Composite concrete gutter with landslide prevention
JP3418789B2 (en) Caisson structure
JPS6124628Y2 (en)
JP2873780B2 (en) Waterway block
JPH11303105A (en) Base retaining wall block of leaning retaining wall and foundation structure using it
JP2657731B2 (en) Open shield method and open shield machine
JP2773024B2 (en) Groove structure with lid and groove lid forming method
JPH0115740Y2 (en)
CN214695989U (en) Manhole cover structure of dewatering well
JP4197383B2 (en) Underground continuous wall
JP3010023U (en) Steel plate lid for steel cable box for underground burial
JP2786014B2 (en) Wall side pressure reduction structure
JPH0643034Y2 (en) Reinforced structure of the top plate of culvert structure
JP2629142B2 (en) Retaining wall construction method
JPH05247928A (en) Continuous underground wall and its construction method
JPS63833Y2 (en)
JPS6066734U (en) Concrete precast open hole gutter
JPH10121563A (en) Water collecting basin for drainable pavement
JPH1136344A (en) Manhole lid receiving frame