JPS61290131A - Trough and its construction - Google Patents
Trough and its constructionInfo
- Publication number
- JPS61290131A JPS61290131A JP13054385A JP13054385A JPS61290131A JP S61290131 A JPS61290131 A JP S61290131A JP 13054385 A JP13054385 A JP 13054385A JP 13054385 A JP13054385 A JP 13054385A JP S61290131 A JPS61290131 A JP S61290131A
- Authority
- JP
- Japan
- Prior art keywords
- trough
- trough body
- movable frame
- side wall
- construction
- 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.)
- Granted
Links
Landscapes
- Sewage (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、土木工事におけるトラフ （ｔｒｏｕｇｈ
）の施工方法及びその施工に使用する改良されたトラフ
に関する。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention is applicable to troughs in civil engineering works.
) and an improved trough used for the construction.
従来技術
道路に沿いて水路を構築するためのＵ型トラフは、底部
が長さ方向へ傾斜していないため、施工に際して掘削溝
の上流側から下流側へと次第に低位置に設置して水路を
構築しなければならなかった。Conventional technology U-shaped troughs for constructing waterways along roads have bottoms that do not slope in the longitudinal direction, so during construction, they are installed at progressively lower positions from the upstream side to the downstream side of the excavated trench to form waterways. had to be built.
従来技術の問題点
掘削溝の上流側から下流側へとＵ凰トラフを次第に低位
置に設置すると、高位置のＵ型トラフ側では平坦だった
路面の幅員形状が、低位置のＵ型ト２フ側へと移るに従
って路肩が下がることによって中央部が高くなシ、断面
へ形の山形を呈する幅員形状に整地されるため、通行東
側にとって好ましい幅員形状といえなかった。Problems with the conventional technology When the U-shaped troughs are installed at progressively lower positions from the upstream side to the downstream side of the excavated trench, the width of the road surface, which was flat on the higher-positioned U-shaped trough side, changes to the lower-positioned U-shaped trough. As it moves towards the east side of the road, the road shoulder lowers, making the center part higher and creating a mountain-shaped cross section, which is not a desirable width shape for the east side of the road.
問題点解決のための手段
本発明は、上記事情に鑑みてなしたもので、トラフ本体
の底部を長さ方向へ傾斜せしめ、かつトラフ本体の側壁
上に上下動可能な可動枠を配設し、掘削溝の上流側から
下流側へと底部が連続した一傾斜面を形成するように＋
−？７本体を設置して、トラフ本体が次第に低位置配役
となりても、路面の幅員形状が平坦となる高さ位置まで
可動枠を上動固定せしめるように構成したことである。Means for Solving Problems The present invention has been made in view of the above circumstances, and includes a structure in which the bottom of the trough body is inclined in the length direction, and a movable frame that can move up and down is provided on the side wall of the trough body. , so that the bottom of the excavation trench forms a continuous slope from the upstream side to the downstream side.
−? 7 main body is installed, and even if the trough main body gradually moves to a lower position, the movable frame can be fixed upwardly until it reaches a height position where the width of the road surface becomes flat.
作用
本発明は上記手段からなるので、可動枠が上動固定され
れば、路面の幅員形状を平坦にすることが可能になる。Function: Since the present invention comprises the above-mentioned means, if the movable frame is fixed upwardly, it becomes possible to flatten the width shape of the road surface.
実施例
本発明の実施例をＵ型トラフの場合について説明すれば
、該ト２７はＵ型のトラフ本体（１）と、そのトラフ本
体の側壁上に配設される長方形の可動枠（２）とで構成
される。トラフ本体（１）Ｋ構成する可動枠（２）のた
めの上下動構造は、ｇ４！ｉ１の内面に形成した段部に
高さ調節用のポル）（３）（３）・・・を回らないよう
に立設してトラフ本体上１）の長さ方向に適数（図では
トラフ本体１本につき２本）配列し、該全ボルトに同数
のナラ）（４）（４）・・・を螺合せしめ、それらナツ
トよシも上方に突出しているポル） （３）（３）・・
・の突出部を可動枠（２）の下向嵌合穴（５）（５）・
−・Ｋ遊嵌せしめる。この下向嵌合穴（５）（５）・・
・はポル）（３）（３）・・・と同数穿設する。かくし
て、可動枠（２）の上下動構造（ａ）を構成し、ナツト
（４）（４）・・・を回すことにより、可動枠（２）を
上下動せしめるようにする。また、トラフ本体（１）の
側壁には縦長導孔（６）＜６）・・・を開穿し、トラフ
本体（１）の長さ方向に適数（図ではトラフ本体１本に
つき２本）配列し、可動枠（２）のａｉに開穿した縦長
導孔（７）（７）・・・を縦長導孔（６）（６）・・・
に対向せしめ、それら両方の導孔に横向ボルトからなる
導杆（８）（１３）・・・を貫通せしめ、該全導杆にナ
ラ）（９）（９）・・・を螺合して、トラフ本体（１）
と可動枠（２）との連結を強固ならしめると共に、該可
動枠を上下動せしめる時にナツト（９）（９）・・・を
緩め、可動枠（２）を導杆（８）（８）・・・に沿い′
Ｃ動かし得るように縦長導孔（６） （６）・・・、（
７）（７）・・・、導杆（８）（８）・・・、ナツト（
９バ９）・・・などによるガイド部伽）を構成する。可
動枠（２）はトラフ本体（１）と同じ長さ寸法かつ平面
長方形に構成するが、高さ寸法はトラフ本体（１）よシ
も低く構成し、トラフ本体（１）の段部に対向する側壁
底部に、ポル）（３）（３）・・・を遊嵌するための下
向嵌合穴（５）（５）・・・をボルト（３）（３）・・
・と同数だけ対向穿設せしめ、さらＶｃ＠壁においては
トラフ本体（１）の縦長導孔（６）（６）・・・に対向
する部位に縦長導孔（７）（７）・・・を同数開穿し、
導杆（８）（８）・・・を貫通せしめてナラ）（９）（
９）・・・を螺合せしめ、上下動構造（＆）及びガイド
部伽）を夫々構成する。Embodiment The embodiment of the present invention will be described in the case of a U-shaped trough. The trough 27 includes a U-shaped trough body (1) and a rectangular movable frame (2) disposed on the side wall of the trough body. It consists of The vertical movement structure for the movable frame (2) that constitutes the trough body (1) K is G4! The height adjustment poles (3) (3)... are installed on the stepped part formed on the inner surface of the trough body so that they do not rotate, and the appropriate number of poles (in the figure, the trough is (2) for each main body, and the same number of nuts (4) (4)... are arranged on all the bolts, and these nuts also protrude upward (3) (3)・・・
・The protrusion of the downward fitting hole (5) of the movable frame (2) (5)
-・K play-fit. This downward fitting hole (5) (5)...
・ is pol) (3) (3)... and drill the same number of holes. In this way, the vertical movement structure (a) of the movable frame (2) is constructed, and by turning the nuts (4), (4), etc., the movable frame (2) is made to move up and down. In addition, vertically elongated guide holes (6) < 6)... are bored in the side wall of the trough body (1), and an appropriate number of holes (2 per trough body in the figure) are bored in the length direction of the trough body (1). ) arranged and opened in the ai of the movable frame (2) vertically long guiding holes (7) (7)...
are made to face each other, and the guide rods (8), (13), etc. made of horizontal bolts are passed through both of the guide holes, and the nuts (9), (9), and so on are screwed into all the guide rods. , trough body (1)
While strengthening the connection between the movable frame (2) and the movable frame (2), loosen the nuts (9) (9) when moving the movable frame up and down, and move the movable frame (2) to the guide rods (8) (8). Along...'
C Vertically long guide hole (6) (6)..., (
7) (7)..., guide rod (8) (8)..., Natsuto (
A guide part 9) is constructed by 9)...etc. The movable frame (2) has the same length and rectangular shape as the trough body (1), but its height is also lower than that of the trough body (1), and faces the stepped part of the trough body (1). At the bottom of the side wall, insert the downward fitting holes (5) (5) for loosely fitting the bolts (3) (3)...
・In addition, in the Vc @ wall, vertical guiding holes (7) (7)... Open the same number of holes,
Pass through the guiding rod (8) (8)... and insert it (9) (
9) ... are screwed together to form the vertical movement structure (&) and the guide part (), respectively.
次に施工方法を第１図、第２図で説明すると、道路■に
沿いて掘削した圀削溝０の上流側（第１図、第２図で左
ｆｌｌｌ）から下［１１ｉ１（同図で右側）へとトラフ
本体（１）（１）・・・を設置するが、そのトラフ本体
は底部が長さ方向に傾斜しているので、底部の低い側を
常に下流側として、底部が連続した一傾斜面を形成する
如く設置し、上流側から下流側へとスムースに流水しえ
るように水路を構築する。そして、道路四の幅員形状が
山形になることを防いで、トラフ本体（１）（１）−・
・の高位置側においても、また低位置側においても平坦
な幅員形状を確保するぺ＜、トラフ本体（１） （１）
・・・が上流側から下流側へと次第に低位置設置となっ
たら、低位置側のトラフ本体（１）（す・・・における
可動枠（２）（２）・・・を、高位置側のトラフ本体上
における可動枠（２）（２）・・・の高さ位置まで上動
せしめ、該両方の可動枠の上側部を同一平面上に揃える
。こうしておいて道路■の路面を可動枠（２）（２）・
・・の上側部に揃えて整地すれば、トラフ本体（１）（
１）・・・の高位置側に訃いても、低位置側においても
、平坦な幅員形状が得られる。なお、トラフ本体（りは
Ｖ型トラフの場合もある。Next, the construction method will be explained with reference to Figs. The trough body (1) (1)... is installed on the right side), but the bottom of the trough body is sloped in the length direction, so the lower side of the bottom is always the downstream side, and the bottom is continuous. They are installed so as to form one slope, and a waterway is constructed so that water can flow smoothly from the upstream side to the downstream side. Then, the width shape of road 4 is prevented from becoming chevron-shaped, and the trough body (1) (1) -
・Ensure a flat width shape both on the high position side and on the low position side of the trough body (1) (1)
When ... is installed at a lower position gradually from the upstream side to the downstream side, move the movable frame (2) (2) ... in the trough body (1) on the lower side to the higher position side. Move the movable frames (2) (2) up to the height position on the trough body, and align the upper sides of both movable frames on the same plane.In this way, the road surface of the road (2)(2)・
If you level the ground so that it aligns with the upper side of the trough body (1) (
1) A flat width shape can be obtained both on the high position side and on the low position side. Note that the trough body may also be a V-shaped trough.
発明の効果
本発明は叙上の構成からなるので、高位置側のトラフ本
体上における可動枠の高さ位置に、低位置側のトラフ本
体上における可動枠の高さ位置を揃え、可動枠の高さ位
置を調節すれば、トラフ本体の設置位置に関係なく路面
の幅員形状を平ｔｆ［整地しえる。従って、通行車両な
どにとって走行しやすい好ましい幅員形状にすることが
できる。Effects of the Invention Since the present invention has the above configuration, the height position of the movable frame on the trough body on the high position side is aligned with the height position of the movable frame on the trough body on the low position side, and the height position of the movable frame on the trough body on the low position side is aligned. By adjusting the height position, the width of the road surface can be leveled regardless of the installation position of the trough body. Therefore, it is possible to create a width shape that is easy for passing vehicles to travel.
第１図は本発明トラフの施工方法を説明せる縦断側面図
、第２図はその平面図、第３図は上記施工方法に使用す
るトラフの一部縦断側面図、第４図はその一部横断平面
図、第５図は第４図の（５） −（５）線、第６図は第
４図の（６） −（６）線に沿える各縦断正面図である
。
図中、
（１）・・・トラフ本体、（２）・・・可動枠。Fig. 1 is a longitudinal side view explaining the construction method of the trough of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a partial longitudinal side view of the trough used in the above construction method, and Fig. 4 is a part thereof. 5 is a cross-sectional plan view taken along line (5)-(5) in FIG. 4, and FIG. 6 is a longitudinal sectional front view taken along line (6)-(6) in FIG. 4. In the figure, (1)...Trough body, (2)...Movable frame.
Claims (2)
機の上流側から下流側へと底部が連続した一傾斜面を形
成する如く設置すると共に、トラフ本体の側壁上に配設
した上下動可能な可動枠を路面に揃えて設置することを
特徴とするトラフの施工方法。(1) A trough body whose bottom part is inclined in the length direction is installed so that the bottom part forms a continuous slope from the upstream side to the downstream side of the excavator, and the trough body is arranged on the side wall of the trough body. A trough construction method characterized by installing a movable frame that can move up and down aligned with the road surface.
上に可動枠を上下動可能かつ固定可能に配設したことを
特徴とするトラフ。(2) A trough, characterized in that a movable frame is vertically movable and fixedly disposed on the side wall of the trough main body, the bottom of which is inclined in the longitudinal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13054385A JPS61290131A (en) | 1985-06-14 | 1985-06-14 | Trough and its construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13054385A JPS61290131A (en) | 1985-06-14 | 1985-06-14 | Trough and its construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61290131A true JPS61290131A (en) | 1986-12-20 |
| JPH0149861B2 JPH0149861B2 (en) | 1989-10-26 |
Family
ID=15036795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13054385A Granted JPS61290131A (en) | 1985-06-14 | 1985-06-14 | Trough and its construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61290131A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07286358A (en) * | 1994-04-19 | 1995-10-31 | Chichibu Concrete Kogyo Kk | Drainage canal structure |
-
1985
- 1985-06-14 JP JP13054385A patent/JPS61290131A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07286358A (en) * | 1994-04-19 | 1995-10-31 | Chichibu Concrete Kogyo Kk | Drainage canal structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0149861B2 (en) | 1989-10-26 |
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