JPH0447257Y2 - - Google Patents

Info

Publication number
JPH0447257Y2
JPH0447257Y2 JP8967886U JP8967886U JPH0447257Y2 JP H0447257 Y2 JPH0447257 Y2 JP H0447257Y2 JP 8967886 U JP8967886 U JP 8967886U JP 8967886 U JP8967886 U JP 8967886U JP H0447257 Y2 JPH0447257 Y2 JP H0447257Y2
Authority
JP
Japan
Prior art keywords
drainage ditch
cross
cross beam
road drainage
road
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
JP8967886U
Other languages
Japanese (ja)
Other versions
JPS62200751U (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 JP8967886U priority Critical patent/JPH0447257Y2/ja
Publication of JPS62200751U publication Critical patent/JPS62200751U/ja
Application granted granted Critical
Publication of JPH0447257Y2 publication Critical patent/JPH0447257Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔考案の目的〕 (産業上の利用分野) この考案は道路の両側又は片側に設ける排水溝
を機械化、かつ高能率に掘削して成型する工具に
関するものである。
[Detailed description of the invention] [Purpose of the invention] (Field of industrial application) This invention relates to a tool that mechanizes and highly efficiently excavates and shapes drainage ditches provided on both sides or one side of a road.

(従来の技術) 従来道路の排水溝掘削は、バツクホーによる掘
削又は手掘りのあと定規を当てて修正し仕上成型
を行つていた。併しこの方法では能率が悪くバツ
クホーを使用しても1日に数10m、人力では1日
僅か10数mに過ぎなかつた。
(Prior Art) Conventionally, when excavating a drainage ditch for a road, the excavation was carried out using a box hoe or by hand, and then corrected using a ruler and then finished. However, this method was inefficient, and even with the use of a boxhoe, it was only possible to cover several tens of meters per day, and by hand, it was only a few dozen meters per day.

(考案が解決しようとする問題点) そこでこの考案は、道路の排水溝掘削成型を全
体的に機械化し、極めて高能率に施工しようとす
る工具である。
(Problems that the invention attempts to solve) Therefore, this invention is a tool that attempts to completely mechanize the excavation and forming of road drainage ditches and perform the construction with extremely high efficiency.

(問題点を解決するための手段) 以下本考案の一実施例を図面にもとづき説明す
ると、前後対称の舟型に成型した橇台1及び2を
左右平行に並べて設け、これらの中央部を横梁3
で連結し、この横梁3の上面の前後に突起4を突
設し、下部には道路排水溝EVの断面型に成型し
た掘削土排土板5を突設固定し、さらに別に仕上
用型板6を設けてこれを進行方向により上記横梁
3の後部にこれと平行に、取付け取外し自在に具
設して成るものである。なお図面において7は泥
除け板また8はワイヤ用フツクである。
(Means for Solving the Problems) An embodiment of the present invention will be described below based on the drawings. Sled stands 1 and 2 formed in a boat shape with front and rear symmetry are arranged parallel to each other on the left and right, and their central portions are connected to a cross beam. 3
A protrusion 4 is protruded from the front and back of the upper surface of the cross beam 3, and an excavated soil removal plate 5 formed in the cross-sectional shape of a road drainage ditch EV is protruded and fixed at the bottom, and a finishing template is also provided. 6, which is mounted parallel to the rear part of the cross beam 3 in the direction of movement and can be attached or detached at will. In the drawings, 7 is a mudguard plate and 8 is a wire hook.

(使用法又は作用) 第4図に示す様に以上のように構成した本考案
の道路排水溝成型工具を、先ず排水溝EV掘削
予定の方向に仕上用型板6を後側にして橇台1,
2を設置し、その前方進行方向にバツクホーを
据える。そしてバツクホーにより橇台1及び2
の間の土壌を荒掘し、次いでバツクホーのバツ
クホーの爪を横梁3の突起4に引掛けて前方へ引
張ると、横梁3の下部に設けた掘削土壌土板5に
よつて排水溝EVに断面V型溝が掘削され、つい
で後位に取付けられた仕上げ型板6によつて正規
の断面V型溝が本体の重量により締め固められ成
型されるものである。この様にして上記の作業を
繰返えし排水溝成型工事を遂行するものである。
(Usage or Function) As shown in Fig. 4, first place the road drainage ditch forming tool of the present invention configured as described above on a sled base in the direction in which drainage ditch EV excavation is planned, with the finishing template 6 on the rear side. 1,
2, and place the Batsukuho in the forward direction of movement. Then, by backhoe, sled stands 1 and 2 were installed.
Roughly digging the soil between the gaps, then hooking the claws of the batskuhoe to the protrusion 4 of the cross beam 3 and pulling it forward, the excavated soil plate 5 provided at the bottom of the cross beam 3 will cut the cross section into the drainage ditch EV. A V-shaped groove is excavated, and then a V-shaped groove with a regular cross section is compacted and molded by the weight of the main body by a finishing template 6 attached at the rear. In this way, the above-mentioned work is repeated to complete the drainage ditch forming work.

通常この作業は道路の勾配に相応して下り方向
に向つて掘削するものであるため、排水溝の断面
形状が外側と内側が異るので同一側で進行方向が
異る場合は、仕上用型板6を進行方向に向つて掘
削土排土板5の後方位置に取付ける。そして本成
型工具の向きを変える必要があるときはワイヤ
用フツク8にワイヤをかけてバツクホーあるい
はクレーンにより吊り下げて前後の向きを変える
ものである。
Normally, this work involves excavating in a downward direction according to the slope of the road, so if the cross-sectional shape of the drainage ditch is different on the outside and inside, and the direction of progress is different on the same side, use a finishing mold. The plate 6 is attached to the rear position of the excavated soil removal plate 5 in the direction of travel. When it is necessary to change the direction of the molding tool, the tool is hung from a backhoe or a crane by hooking a wire to the wire hook 8 and changing the direction from front to back.

(考案の効果) この様に本考案の道路排水溝成型工具は、バツ
クホーの使用と相俟つて極めて高能率に道路排
水溝の掘削成型工事を完遂可能とするもので、実
績によると1日約500〜600mで従来のバツクホー
と人力成型方式に比べほぼ数10倍の能力を示す効
果を発揮するものである。
(Effect of the invention) As described above, the road drainage ditch forming tool of the present invention, together with the use of a backhoe, can complete the excavation and forming work of road drainage ditches with extremely high efficiency. At a distance of 500 to 600 meters, it is approximately ten times more effective than the conventional backhoe and manual molding methods.

なお本考案の同時出願の道路排水溝コンクリー
ト打設機を併用すれば更に完全なコンクリート打
ちの排水溝工事を高能率で完工することができる
ものである。そして排土板5及び型板6を変換す
れば種々断面型の排水溝の掘削成型も可能であ
る。
In addition, if the present invention is used in combination with the road drainage ditch concreting machine, which was filed at the same time as the present patent application, it is possible to complete concrete-casting drainage ditch construction with high efficiency. By changing the earth removal plate 5 and template 6, it is also possible to excavate and form drainage ditches of various cross-sectional shapes.

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

図面は本考案の実施例及び使用状態を示し、第
1図は平面図、第2図は正面図、第3図は側面
図、第4図は使用状態を示す斜視図である。 ……排水溝成型工具、……バツクホー、
1,2……橇台、3……横梁、4……突起、5…
…掘削土排土板、6……仕上用型板、7……泥除
け板、8……ワイヤ用フツク、EV……排水溝。
The drawings show an embodiment of the present invention and how it is used; FIG. 1 is a plan view, FIG. 2 is a front view, FIG. 3 is a side view, and FIG. 4 is a perspective view of the device. ……Drainage ditch forming tool, ……Batukuhoe,
1, 2...Sled base, 3...Horizontal beam, 4...Protrusion, 5...
...Excavated soil removal board, 6...Finishing template, 7...Mud guard plate, 8...Wire hook, EV...Drainage ditch.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 前後対称の舟型に成型した橇台1及び2を左右
平行に並べて設け、これらの中央部を横梁3で連
結し、該横梁3の上面の前後に突起4を突設し、
下部には道路排水溝EVの断面型に成型した掘削
土排土板5を固定し、さらに別に仕上用型板6を
設けてこれを上記横梁3の前部または後部にこれ
と平行に、取付け取外し自在に具設して成る道路
排水溝成型工具。
Sled stands 1 and 2 formed into a boat shape with front and rear symmetry are arranged side by side in parallel on the left and right, their central parts are connected by a cross beam 3, and protrusions 4 are provided on the front and rear of the upper surface of the cross beam 3,
At the bottom, an excavated earth removal plate 5 molded into the cross-sectional shape of a road drainage ditch EV is fixed, and a finishing template 6 is provided separately, and this is attached to the front or rear part of the horizontal beam 3 in parallel with this. A removable road drainage ditch forming tool.
JP8967886U 1986-06-11 1986-06-11 Expired JPH0447257Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8967886U JPH0447257Y2 (en) 1986-06-11 1986-06-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8967886U JPH0447257Y2 (en) 1986-06-11 1986-06-11

Publications (2)

Publication Number Publication Date
JPS62200751U JPS62200751U (en) 1987-12-21
JPH0447257Y2 true JPH0447257Y2 (en) 1992-11-09

Family

ID=30948870

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8967886U Expired JPH0447257Y2 (en) 1986-06-11 1986-06-11

Country Status (1)

Country Link
JP (1) JPH0447257Y2 (en)

Also Published As

Publication number Publication date
JPS62200751U (en) 1987-12-21

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