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JPH0643247Y2 - Digging trench excavating compactor - Google Patents

Digging trench excavating compactor

Info

Publication number
JPH0643247Y2
JPH0643247Y2 JP4218089U JP4218089U JPH0643247Y2 JP H0643247 Y2 JPH0643247 Y2 JP H0643247Y2 JP 4218089 U JP4218089 U JP 4218089U JP 4218089 U JP4218089 U JP 4218089U JP H0643247 Y2 JPH0643247 Y2 JP H0643247Y2
Authority
JP
Japan
Prior art keywords
compactor
ground
trench
vibration
excavating
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
JP4218089U
Other languages
Japanese (ja)
Other versions
JPH02132756U (en
Inventor
顕司 都築
愛次郎 橋本
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.)
Shimizu Corp
Original Assignee
Shimizu 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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP4218089U priority Critical patent/JPH0643247Y2/en
Publication of JPH02132756U publication Critical patent/JPH02132756U/ja
Application granted granted Critical
Publication of JPH0643247Y2 publication Critical patent/JPH0643247Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Road Paving Machines (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Shovels (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] この考案は建築、造成工事どにおいて地盤の転圧と排水
用の素掘側溝の掘削の両方を同時に行なうことができる
転圧機に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a compacting machine capable of simultaneously performing both compaction of the ground and excavation of a trench for digging for drainage in construction and construction work. .

[従来の技術] 造成工事などで法面保護や路面排水等を目的として、排
水用の素掘側溝を掘削する場合には、掘削時に溝が崩れ
ないように、転圧機を使用して予め掘削地盤を転圧し、
しかる後、人力または耕運機やトラクターなどを使用し
て溝の掘削を行なっている。
[Prior art] When excavating a ditches for drainage for the purpose of slope protection, road drainage, etc. in construction work, etc., use a compacting machine in advance so that the trench does not collapse during excavation. Compact the ground,
After that, excavation of the ditch is carried out manually or using a cultivator or a tractor.

[考案が解決しようとする課題] 上記のように転圧と掘削とが別の工程では、作業能率が
悪く、日数が掛り、また人件費や燃料費もかさ嵩むこと
からコスト高となるなどの問題があった。
[Problems to be solved by the invention] In the processes in which the compaction and the excavation are different from each other as described above, the work efficiency is low, the number of days is required, and the labor cost and the fuel cost are increased. There was a problem.

更にまた溝の掘削により、溝周辺の地盤を弛めてしまう
という施工管理上の問題もあった。
Furthermore, there is a problem in construction management that the ground around the trench is loosened by excavating the trench.

この考案は上記従来の問題を解決するたぬに考えられた
ものであって、その目的は、転圧と掘削の両方を連続し
て同時に行なうことができる新たな素掘溝掘削転圧機を
提供することにある。
The present invention has been conceived to solve the above-mentioned conventional problems, and an object thereof is to provide a new trench excavating compactor capable of continuously performing both compaction and excavation simultaneously. To do.

[課題を解決するための手段] 上記目的によるこの考案は、地盤の転圧に引続いて素掘
溝の掘削を行なえるように、振動転圧機の後部中央に、
断面V状で先端に掘削刃を備え、後端は上部側方に屈曲
されて排土口に形成された溝掘削具を上下動自在に取付
け、これをもって従来の課題を解決してなるものであ
る。
[Means for Solving the Problem] The invention based on the above-mentioned object is provided in the center of the rear part of the vibration compactor so that the excavation of the trench can be performed following the compaction of the ground.
It has a V-shaped cross section and is equipped with an excavating blade at the tip, and a rear end is bent upward to the side to attach a groove excavator formed at the soil discharge port so that it can be moved up and down, thereby solving the conventional problems. is there.

[作用] 上記構成では、振動転圧機が地盤の転圧と、溝掘削具の
動力源との働きをし、また溝掘削具が振動転圧機の重量
と振動とにより地盤に食い込み、振動転圧機と共に前進
することによって溝の掘削を行なう。
[Operation] In the above-mentioned configuration, the vibration compactor works as a compaction of the ground and the power source of the groove excavator, and the groove excavator bites into the ground due to the weight and vibration of the vibration compactor, and the vibration compactor The trench is excavated by advancing with it.

[実施例] 図中1は通常構造の振動転圧機、2は振動転圧機1の後
部中央に取付けた溝掘削具である。
[Embodiment] In the drawings, 1 is an oscillating compactor having a normal structure, and 2 is a groove excavator attached to the rear center of the oscillating compactor 1.

この溝掘削具2は、第2図及び第4図に示すように、断
面形状がV状で先端2aが先方へ傾斜した側面形状が船形
状のものからなり、その先端2aの開口縁は掘削刃に形成
してある。また後端2bは上部側方に屈曲形成されて、先
端2aよりも側方に開口した排土口となっている。
As shown in FIG. 2 and FIG. 4, the groove excavator 2 has a V-shaped cross section and a lateral shape in which the tip 2a is inclined forward, and the opening edge of the tip 2a is excavated. It is formed on the blade. Further, the rear end 2b is formed to be bent to the upper side and serves as an earth discharging port that is opened to the side of the front end 2a.

また溝切削具2の前部両側面には押え板3が取付けてあ
る。この押え板3には横材4の下側に止着した一対の支
脚5が結合してあり、その横材4の両端には連結用の腕
板6が、中央部には上記振動転圧機1の後部に設けられ
た操作杆7と接続される一対の連結板8が、それぞれ横
材内に溶着した部材9をもって一体に設けたある。
Pressing plates 3 are attached to both side surfaces of the front part of the groove cutting tool 2. A pair of support legs 5 fixed to the lower side of the horizontal member 4 are coupled to the holding plate 3, and arm plates 6 for connection are provided at both ends of the horizontal member 4, and the vibration compactor is provided at the center. A pair of connecting plates 8 connected to the operating rod 7 provided at the rear portion of the unit 1 are integrally provided with members 9 welded to the transverse members.

また上記連結板8は腕板6の先端部の軸着部6aを中心と
する円弧状の弯曲板をもって形成され、その板面には所
定間隔を空けて、複数の取付孔8a,8bが穿設してある。
The connecting plate 8 is formed by an arc-shaped curved plate centered on the shaft attachment portion 6a at the tip of the arm plate 6, and a plurality of mounting holes 8a, 8b are formed on the plate surface at predetermined intervals. It is set up.

このような溝掘削具2は、図に示すように、上記腕板6
の先端部を振動転圧機1の後部両側に置き、連結ピンに
より軸着部6aを転圧機側に回動自在に止着し、また連結
板8の間に上記操作杆7基端部を収め、取付孔8a,8bの
いずれかにピンを嵌挿して操作杆7と連結することによ
り、振動転圧機1の後部中央に犂のように取付けること
ができる。
As shown in the figure, such a groove excavator 2 has the arm plate 6 described above.
Of the vibration rod compactor 1 are placed on both sides of the rear part of the vibratory compactor 1, and the shaft-attaching part 6a is rotatably fixed to the compactor by a connecting pin. By fitting a pin into any one of the mounting holes 8a and 8b and connecting it to the operating rod 7, the vibration roller 1 can be mounted in the center of the rear part like a plow.

この溝掘削具2の取付けに当って、上側の取付孔8aに操
作杆を連結した場合には、第3図に実線で示すように、
水平に位置して地盤の掘削を行なうが、下側の取付孔8b
に連結する時には、腕板6の軸着部6aを支点として全体
が上方に回動し、鎖線に示すように、地面より高く斜め
に位置する。このため地盤の転圧だけが行なえるように
なる。
When the operation rod is connected to the upper mounting hole 8a for mounting the groove excavator 2, as shown by the solid line in FIG.
The ground is excavated horizontally, but the lower mounting hole 8b
When it is connected to, the whole body pivots upward with the shaft attachment portion 6a of the arm plate 6 as a fulcrum, and is positioned obliquely higher than the ground as shown by the chain line. Therefore, only the ground compaction can be performed.

上記振動転圧機1では、まず通常のごとくローラ10によ
り地盤の転圧が行なわれる。
In the vibration compactor 1, the ground is compacted by the roller 10 as usual.

次に振動転圧機1の重量と振動を溝掘削具2が受けて、
先端から地盤に食い込むようになり、ローラ10による地
盤の転圧に引き続いて溝11の素掘が行なわれる。そして
掘削された土は溝掘削具内を後方へと押され、溝11の外
側に開口した後端2bの排土口より、地面に順次排出され
る。
Next, the groove excavator 2 receives the weight and vibration of the vibration compactor 1,
As it begins to bite into the ground from the tip, the groove 11 is excavated following the rolling of the ground by the roller 10. Then, the excavated soil is pushed backward in the trench excavator, and is sequentially discharged to the ground from the soil discharge port at the rear end 2b opening to the outside of the trench 11.

[考案の効果] この考案は上述のように、振動転圧機1の後部中央に溝
掘削具2を犂のように連結し、1台の振動転圧機をもっ
て、地盤の転圧と掘削の両方を連続して同時に行なえる
ようにしたことから、従来のようにその両方を別工程で
行なう必要がなく、また耕運機やトラクターなど作業目
的が異なる装置も不要となるので、工程に時間的な無駄
がなくなり、施工日数が短縮されるとともに、省力及び
コストが著しく節減される。
[Effect of the Invention] As described above, the present invention connects the groove excavator 2 like a plow at the center of the rear part of the vibration compactor 1, and uses one vibration compactor to perform both compaction and excavation of the ground. Since it can be performed continuously and simultaneously, there is no need to perform both of them in separate processes as in the past, and there is no need for equipment such as a cultivator or a tractor for different work purposes, which wastes time in the process. No longer required, the number of construction days will be shortened, and labor and cost will be significantly reduced.

また構造が簡単で故障もなく、振動転圧機を運転するだ
けで他に特別な操作を要せず、転圧のみの場合には溝掘
削具を回動により地盤より上に引上げて固定して置けば
よいから、不要時に一々取外す必要がなく、更に溝掘削
により転圧後の地盤を弛めしまうような、施工管理上の
問題もなくなるなど、実に有益な多くの特長を有する。
In addition, the structure is simple and there is no failure, only special operation is required just by operating the vibration compactor.If only compaction is required, the groove excavator is rotated to pull it up above the ground and fix it. Since it only needs to be placed, it does not need to be removed one by one when it is not needed, and it has many useful features such as the problem of construction management such as loosening the ground after compaction due to trench excavation and the problem of construction management.

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

図面はこの考案に係る素掘溝掘削転圧機の1実施例を示
すもので、第1図は掘削時の側面図、第2図はその平面
図、第3図は溝掘削具の取付状態を示す側面図、第4図
は溝掘削具の正面図である。 1……振動転圧機、2……溝掘削具 2a……先端、2b……後端 3……押え板、4……横材 5……支脚、6……腕板 6a……軸着部、7……操作杆 8……連結板、8a,8b……連結孔 9……部材、10……ローラ 11……側溝
The drawings show one embodiment of the bare ditch excavating compactor according to the present invention. FIG. 1 is a side view at the time of excavation, FIG. 2 is a plan view thereof, and FIG. The side view shown and FIG. 4 are front views of the trench excavator. 1 …… Vibration compactor, 2 …… Groove excavator 2a …… tip, 2b …… rear end 3 …… presser plate, 4 …… transverse member 5 …… support leg, 6 …… arm plate 6a …… screw mounting part , 7 ... operating rod 8 ... connecting plate, 8a, 8b ... connecting hole 9 ... member, 10 ... roller 11 ... side groove

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】振動転圧機の後部中央に、断面V状で先端
に掘削刃を備え、後端は上部側方に屈曲されて排土口に
形成された溝掘削具を上下動自在に有する素掘溝掘削転
圧機。
1. A oscillating compactor is provided with an excavating blade at the tip in a V-shaped cross section at the center of the rear part, and the rear end is provided with a groove excavator which is bent to the upper side and formed in an earth discharging port so as to be vertically movable. Unearthed trench excavation compaction machine.
JP4218089U 1989-04-11 1989-04-11 Digging trench excavating compactor Expired - Lifetime JPH0643247Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4218089U JPH0643247Y2 (en) 1989-04-11 1989-04-11 Digging trench excavating compactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4218089U JPH0643247Y2 (en) 1989-04-11 1989-04-11 Digging trench excavating compactor

Publications (2)

Publication Number Publication Date
JPH02132756U JPH02132756U (en) 1990-11-05
JPH0643247Y2 true JPH0643247Y2 (en) 1994-11-09

Family

ID=31553495

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4218089U Expired - Lifetime JPH0643247Y2 (en) 1989-04-11 1989-04-11 Digging trench excavating compactor

Country Status (1)

Country Link
JP (1) JPH0643247Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112064705B (en) * 2020-08-27 2022-05-13 中国十七冶集团有限公司 Quick and simple digging device for digging foundation trench drainage ditch and slotting method

Also Published As

Publication number Publication date
JPH02132756U (en) 1990-11-05

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