JPS592186Y2 - Drainage pipe burying machine - Google Patents

Drainage pipe burying machine

Info

Publication number
JPS592186Y2
JPS592186Y2 JP17607878U JP17607878U JPS592186Y2 JP S592186 Y2 JPS592186 Y2 JP S592186Y2 JP 17607878 U JP17607878 U JP 17607878U JP 17607878 U JP17607878 U JP 17607878U JP S592186 Y2 JPS592186 Y2 JP S592186Y2
Authority
JP
Japan
Prior art keywords
drain pipe
granular material
trench
drainage
drop
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
JP17607878U
Other languages
Japanese (ja)
Other versions
JPS5592728U (en
Inventor
松雄 橘
好博 川原
祐二 北村
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP17607878U priority Critical patent/JPS592186Y2/en
Publication of JPS5592728U publication Critical patent/JPS5592728U/ja
Application granted granted Critical
Publication of JPS592186Y2 publication Critical patent/JPS592186Y2/en
Expired legal-status Critical Current

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  • Soil Working Implements (AREA)

Description

【考案の詳細な説明】 本考案は農耕地に暗きょを形成するための排水管理設作
業機に関する。
[Detailed Description of the Invention] The present invention relates to a drainage management construction machine for forming culverts in agricultural land.

この種の作業機は、溝掘機と、該溝掘機により形成され
た溝底に敷設される多孔排水管とを備えて戊り、トラク
タに牽引されて連続した溝を掘或すると共に、これに後
続して溝底に排水管を敷設し、その後この溝を覆土する
ことにより地中に暗きょを形成することが周知である。
This type of working machine is equipped with a trench excavator and a porous drainage pipe laid in the bottom of the trench formed by the trench excavator, and is towed by a tractor to dig a continuous trench. It is well known to follow this by laying a drainage pipe in the bottom of the trench and then covering the trench with soil to form an underground ditch.

従って土中を浸透する水は排水管にその周面の多孔を介
して浸入し、該排水管に案内されて所定位置に放出され
るものである。
Therefore, water penetrating into the soil enters the drain pipe through the pores on its circumferential surface, is guided by the drain pipe, and is discharged to a predetermined position.

然し乍ら、前記排水管は溝中にあって直接に覆土される
ので、該排水管の多孔に目詰まりを生じ、所定の目的を
達成し得ない問題がある。
However, since the drain pipe is located in the trench and is directly covered with soil, there is a problem that the pores of the drain pipe become clogged, making it impossible to achieve the intended purpose.

このため近年は、前記排水管の敷設に際して籾殻等の排
水促進用粒状材を投下し、埋設された排水管の周囲に粒
状材が位置するようにして前記問題の解決を企図したも
のが提案されている。
For this reason, in recent years, proposals have been made to solve this problem by dropping granular materials such as rice husks to promote drainage when laying the drain pipes so that the granular materials are positioned around the buried drain pipes. ing.

然るに、敷設される排水管に唯単に無秩序に粒状材を投
下するときは、排水管と溝底との間に該粒状材が好適に
介在されず、敷設された排水管の底部の多孔が目詰まり
を生じ、期待された効果を充分に奏し得ない問題がある
However, when granular materials are simply thrown into a drain pipe in a random manner, the granular materials are not properly interposed between the drain pipe and the bottom of the ditch, and the pores at the bottom of the drain pipe are not visible. There is a problem that clogging occurs and the expected effect cannot be fully achieved.

而して排水管が溝底に接地する前に粒状材を投下すれば
、該粒状材を排水管と溝底との間に介在させることがで
きるものであるが、この場合は排水管の周側より上部に
互って粒状材を散布し得ないことは勿論、溝底上に多量
に投下された粒状材により排水管が上下に曲折され、排
水管内に浸入した水を好適に案内放出し得ない問題があ
る。
If the granular material is dropped before the drain pipe touches the bottom of the ditch, the granular material can be interposed between the drain pipe and the bottom of the ditch. Of course, it is not possible to scatter granular material from the side to the top, and the drainage pipe is bent up and down due to the large amount of granular material thrown onto the bottom of the ditch, allowing water that has entered the drain pipe to be properly guided and discharged. There is a problem that cannot be solved.

本考案は上記に鑑み、粒状材を投下するタンクに第1投
下口と第2投下口とを設け、第1投下口より投下される
比較的少量の粒状材を排水管と溝底との間に介在させ、
排水管を曲折させることなく該排水管にその底部より好
適に水が浸入するよう威すと共に、第2投下口より投下
される比較的多量の粒状材により、該粒状材が敷設後の
排水管の周側部より上部に亙って好適に散布されるよう
威し、以って覆土後の埋設排水管が理想的な排水を可能
とするようにした排水管理設作業機を提供することが目
的である。
In view of the above, the present invention provides a tank for dropping granular material with a first dumping port and a second dumping port, and a relatively small amount of granular material dropped from the first dumping port is placed between the drain pipe and the trench bottom. intervene,
In addition to forcing water to properly enter the drain pipe from the bottom without bending the drain pipe, the relatively large amount of granular material dropped from the second outlet allows the granular material to flow through the drain pipe after it has been laid. To provide a drainage management construction work machine which enables ideal drainage from buried drainage pipes after covering with soil by distributing wastewater appropriately from the circumferential side to the upper part of the soil. It is a purpose.

従ってその特徴とする処は、溝掘機と、該溝掘機により
形成された溝底に敷設される多孔排水管と、前記敷設さ
れる排水管に多数の排水促進用粒状材を投下散布するタ
ンクとを備えた作業機に於いて、前記タンクが、作業機
の進行方向前部であって排水管の未接地部分の上方に位
置して比較的少量の粒状材を投下する第1投下口と、進
行方向後部であって排水管の接地部分の上方に位置して
比較的多量の粒状材を投下する第2投下口とを備えて戒
る点にある。
Therefore, its features include a trench excavator, a porous drainage pipe laid on the bottom of the trench formed by the trench excavator, and a large number of granular materials for promoting drainage being dropped and spread on the drainage pipe. In a work machine equipped with a tank, the tank is located at the front of the work machine in the direction of movement and above the ungrounded part of the drain pipe, and has a first drop port through which a relatively small amount of granular material is dropped. In addition, a second discharge port is provided at the rear in the direction of travel and above the ground contact portion of the drain pipe, through which a relatively large amount of granular material is discharged.

以下図面に基いて本考案の1実施例を詳述すると、排水
管理設作業機1は、三点リンク機構2を介してトラクタ
3に牽引されるものとされ、機枠4の前部にオーガ溝掘
機5、上方に支柱6を介して捲回された排水管7、後部
にタンク8を夫々装備している。
One embodiment of the present invention will be described below in detail based on the drawings. A drainage management equipment work machine 1 is towed by a tractor 3 via a three-point linkage mechanism 2, and an auger is attached to the front of the machine frame 4. It is equipped with a trench excavator 5, a drainage pipe 7 wound upward via a support 6, and a tank 8 at the rear.

前記オーガ溝掘機5は、オーガ9及びオーガ筒10を備
え、図示省略しているがトラクタ3のPTO軸よりユニ
バーサルジヨイントを介して駆動されるものであるが、
この溝掘機5はオーガ型式に代えてコンベヤ型式等とす
ることか゛自由である。
The auger trench excavator 5 includes an auger 9 and an auger tube 10, and is driven from the PTO shaft of the tractor 3 via a universal joint (not shown).
The trench excavator 5 may be of a conveyor type instead of an auger type.

作業機1の前記機枠4は、溝掘機5の掘削深度を調節設
定するゲージ輪等のゲージ装置11が装備されたブラケ
ット12を前端に固設しており、また図示省略している
が、好ましくは溝掘機5により形成された溝13を覆土
する覆土板が機枠4の後部両側に装備されている。
The machine frame 4 of the working machine 1 has a bracket 12 fixed at its front end equipped with a gauge device 11 such as a gauge wheel for adjusting and setting the excavation depth of the trench excavator 5, and although not shown in the figure, Preferably, soil covering plates for covering the trench 13 formed by the trench excavator 5 with soil are provided on both sides of the rear of the machine frame 4.

前記排水管7は、周面に多数の細孔14を開設された所
謂コルゲート管と称する多孔ホースであり、前記溝掘機
5とタンク8との間より垂下され、トラクタ3に牽引さ
れる作業機1の進行により溝底15に接地する直前に後
方に屈曲傾斜される未接地部16と、該未接地部16よ
り後方に於て溝底15に接地する接地部17が形成され
、連続して溝底15に敷設される。
The drain pipe 7 is a porous hose called a so-called corrugated pipe that has a large number of pores 14 on its circumferential surface, and is suspended from between the trench excavator 5 and the tank 8, and is towed by the tractor 3. As the machine 1 advances, a non-contacting part 16 that is bent and tilted rearward just before it touches down on the trench bottom 15, and a grounding part 17 that contacts the trench bottom 15 behind the non-contacting part 16 are formed and are continuous. and laid on the trench bottom 15.

前記タンク8は、籾殻等の排水促進用粒状材18を貯蔵
するホッパ1つの下部に投下筒20を連通して設け、該
ホッパ19と投下筒20の両者の境界部に同両者間を連
通遮断自在とする後方引出式のシャッタ21を設けてい
る。
The tank 8 is provided with a drop tube 20 in communication with the lower part of a hopper that stores the granular material 18 for promoting drainage such as rice husks, and a drop tube 20 is installed at the boundary between the hopper 19 and the drop tube 20 to block communication between the two. A shutter 21 that can be freely pulled out from the rear is provided.

前記投下筒20は、トラクタ3に牽引される進行方向F
に対し、該筒20の前壁であってシャッタ21に近傍す
る位置より下部開口の前後略中央に延出する多孔規制板
22を固着しており、この規制板22により区或された
下部開口の前部を第1投下口23、後部を第2投下口2
4とし、第1投下口23を排水管7の未接地部16上方
に、第2投下口24を排水管7の接地部17上方に設置
している。
The drop tube 20 is moved in a traveling direction F towed by the tractor 3.
On the other hand, a porous regulation plate 22 is fixed to the front wall of the cylinder 20 and extends from a position near the shutter 21 to approximately the front and back center of the lower opening, and the lower opening defined by this regulation plate 22 The front part is the first drop-in port 23, and the rear part is the second drop-in port 2.
4, the first drop-in port 23 is installed above the ungrounded part 16 of the drain pipe 7, and the second drop-in port 24 is installed above the grounded part 17 of the drain pipe 7.

前記規制板22は、図例では粒状材18の通過量を規制
する多数の細孔25を開設した板材として示されている
が、適宜の網目を有する網材とすることが自由である。
Although the regulating plate 22 is shown as a plate material having a large number of pores 25 for regulating the amount of granular material 18 passing through in the illustrated example, it may be a net material having an appropriate mesh.

上記実施例に基く本考案によれば、トラクタ3に牽引さ
れる作業機1は、溝掘機5によって溝13を掘削形成し
、これに後続して溝底15に排水管7を敷設すると共に
、敷設される排水管7の上方よりタンク8によって粒状
材18を投下散布し、その後に覆土板により溝13を覆
土する作業を行ない、農耕地中に連続して排水管7を埋
設する。
According to the present invention based on the above embodiment, the working machine 1 towed by the tractor 3 excavates and forms the trench 13 with the trench excavator 5, and subsequently lays the drain pipe 7 in the trench bottom 15. The granular material 18 is dropped and dispersed from above the drain pipe 7 to be laid by the tank 8, and then the trench 13 is covered with soil with a soil covering plate, and the drain pipe 7 is continuously buried in the agricultural land.

前記粒状材18の投下に際しては、タンク8のシャッタ
21を後方に引出せばホッパ19内の粒状材18が投下
筒20に落下し、規制板22を通過した均一特定量の少
量Aの粒状材18が第1投下口23より、規制板22に
規制されることなく投下筒20の内部空間を自由に落下
する不特定多量Bの粒状材18が第2投下口24より投
下される。
When dropping the granular material 18, if the shutter 21 of the tank 8 is pulled out backward, the granular material 18 in the hopper 19 will fall into the drop tube 20, and a uniform specific amount of small amount A of the granular material 18 will pass through the regulation plate 22. An unspecified amount of granular material 18 is dropped from the first drop port 23 through the second drop port 24 and freely falls through the internal space of the drop tube 20 without being restricted by the regulating plate 22 .

このとき、前記第1投下口23より投下する少量Aの粒
状材18は排水管7の未接地部16に散布されて溝底1
5と排水管7との間に第3図工に示す如く介在される。
At this time, a small amount A of the granular material 18 dropped from the first dropping port 23 is scattered on the ungrounded part 16 of the drain pipe 7 and the groove bottom 1
5 and the drain pipe 7 as shown in the third drawing.

また第2投下口24より投下する多量Bの粒状材18は
、排水管7の接地部17に散布されて第3図IIに示す
如く該排水管7の周側部より上部に亙って添設される。
Further, a large amount of the granular material 18 dropped from the second dumping port 24 is scattered on the grounding part 17 of the drain pipe 7 and spreads from the circumferential side to the upper part of the drain pipe 7 as shown in FIG. 3 II. will be established.

従って溝18をその後に覆土して地中に埋設された排水
管7には全周部に粒状材18が位置しているので、該排
水管7全周の排水細孔14より水が好適に排水管7に浸
入される。
Therefore, since the granular material 18 is located around the entire circumference of the drain pipe 7, which is buried underground by covering the groove 18 with soil, water can be properly drained from the drainage pores 14 around the entire circumference of the drain pipe 7. It enters the drain pipe 7.

しかも溝底15と排水管7との間に介在された粒状材1
8は少量Aとされているので、溝底15に凹凸を付与す
ることがなく均一化され、従って排水管7が上下に曲折
することなく溝底15に沿って直線状に敷設埋入される
ので、排水管7内の水を所定の位置に好適に放出するこ
とができ、該排水管7内に水を滞留する不利はない。
Moreover, the granular material 1 interposed between the groove bottom 15 and the drain pipe 7
Since 8 is a small amount A, the groove bottom 15 is made uniform without being uneven, and therefore the drain pipe 7 is laid and buried in a straight line along the groove bottom 15 without being bent up or down. Therefore, the water in the drain pipe 7 can be suitably discharged to a predetermined position, and there is no disadvantage of water remaining in the drain pipe 7.

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

第1図は本考案の1実施例を示す側面図、第2図は作業
状態を示す要部拡大縦断面図、第3図工。 IIは粒状材の排水管に添設された状態を示す断面図で
゛ある。 1・・・・・・排水管理設作業機、5・・・・・・溝掘
機、7・・・・・・排水管、8・・・・・・タンク、1
5・・・・・・溝底、16・・・・・・未接地部、17
・・・・・・接地部、18・・・・・・粒状材、21・
・・・・・シャッタ、22・・・・・・規制板、23・
・・・・・第1投下口、24・・・・・・第2投下口。
FIG. 1 is a side view showing one embodiment of the present invention, FIG. 2 is an enlarged longitudinal cross-sectional view of main parts showing the working state, and FIG. II is a sectional view showing the state in which the granular material is attached to a drain pipe. 1... Drainage management equipment, 5... Ditch excavator, 7... Drain pipe, 8... Tank, 1
5...Groove bottom, 16...Ungrounded part, 17
...Grounding part, 18...Granular material, 21.
...Shutter, 22...Regulation plate, 23.
...First drop-in port, 24...Second drop-in port.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 溝掘機と、該溝掘機により形成された溝底に敷設される
多孔排水管と、前記敷設される排水管に多数の排水促進
用粒状材を投下散布するタンクとを備えた作業機に於い
て、前記タンクが、作業機の進行方向前部であって排水
管の未接地部分の上方に位置して比較的少量の粒状材を
投下する第1投下口と、進行方向後部であって排水管の
接地部分の上方に位置して比較的多量の粒状材を投下す
る第2投下口とを備えて成るを特徴とする排水管理設作
業機。
A working machine equipped with a trench excavator, a porous drainage pipe laid on the bottom of a trench formed by the trench excavator, and a tank for dropping and dispersing a large number of granular materials for promoting drainage into the drainage pipe to be laid. The tank has a first drop-in port located at the front of the working machine in the direction of travel and above an ungrounded part of the drain pipe and which drops a relatively small amount of granular material, and a first drop-in port located at the rear of the work machine in the direction of travel. A drainage management construction work machine characterized by comprising: a second discharge port located above a grounded portion of a drain pipe for discharging a relatively large amount of granular material.
JP17607878U 1978-12-21 1978-12-21 Drainage pipe burying machine Expired JPS592186Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17607878U JPS592186Y2 (en) 1978-12-21 1978-12-21 Drainage pipe burying machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17607878U JPS592186Y2 (en) 1978-12-21 1978-12-21 Drainage pipe burying machine

Publications (2)

Publication Number Publication Date
JPS5592728U JPS5592728U (en) 1980-06-26
JPS592186Y2 true JPS592186Y2 (en) 1984-01-21

Family

ID=33091462

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17607878U Expired JPS592186Y2 (en) 1978-12-21 1978-12-21 Drainage pipe burying machine

Country Status (1)

Country Link
JP (1) JPS592186Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7096546B2 (en) * 2018-01-26 2022-07-06 国立研究開発法人農業・食品産業技術総合研究機構 Crushed stone filling device and method
JP6959689B1 (en) * 2021-01-29 2021-11-05 株式会社Rdコンサルタント Drainage culvert forming device

Also Published As

Publication number Publication date
JPS5592728U (en) 1980-06-26

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