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JP4016331B2 - Underdrain formation device - Google Patents
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JP4016331B2 - Underdrain formation device - Google Patents

Underdrain formation device Download PDF

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Publication number
JP4016331B2
JP4016331B2 JP2002371149A JP2002371149A JP4016331B2 JP 4016331 B2 JP4016331 B2 JP 4016331B2 JP 2002371149 A JP2002371149 A JP 2002371149A JP 2002371149 A JP2002371149 A JP 2002371149A JP 4016331 B2 JP4016331 B2 JP 4016331B2
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JP
Japan
Prior art keywords
culvert
penetration
undercarriage
forming apparatus
machine frame
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.)
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JP2002371149A
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Japanese (ja)
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JP2004201511A (en
Inventor
功 皆川
俊男 皆川
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株式会社富士トレーラー製作所
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Priority to JP2002371149A priority Critical patent/JP4016331B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は例えば水田や畑の土中に暗渠を形成する際に用いられる暗渠形成装置に関するものである。
【0002】
【従来の技術】
【0003】
実公昭59−23074号公報
【0004】
従来この種の暗渠形成装置として、走行機体に連結機構により機枠を連結し、機枠に穿入ビームを揺振機構により進行方向に揺振動作自在に縦設し、穿入ビームの下部に土中に暗渠を形成可能な弾丸状の暗渠形成体を配設してなる構造のものが知られている。
【0005】
しかして、水田等は表層の耕耘層、その下層の耕盤、さらに下層の芯土層からなり、この耕耘層、耕盤及び芯土層に穿入ビームを穿入進行させ、耕盤を破ってその下の芯土層に弾丸状の暗渠形成体により暗渠を開穴形成することになる。
【0006】
【発明が解決しようとする課題】
しかしながら上記従来構造の場合、弾丸状の暗渠形成体を走行機体により牽引して暗渠を形成する構造であるから、芯土層の硬土の場合、牽引抵抗が過大となり、暗渠形成作業性の低下を招いたり、機構各部の耐久性を低下させることがあるという不都合を有している。
【0007】
【課題を解決するための手段】
本発明はこのような不都合を解決することを目的とするもので、本発明のうちで、請求項1記載の発明にあっては、走行機体に連結機構により機枠を連結し、該機枠に穿入ビームを揺振機構により進行方向に揺振動作自在に縦設し、該穿入ビームの下部に土中に暗渠を形成可能な暗渠形成体を配設してなり、上記穿入ビームの下部に犂体を進行方向前下がり状に設けると共に該犂体の穿入後方位置に上記暗渠形成体を支軸により回転自在に横設してなることを特徴とする暗渠形成装置にある。
【0008】
又、請求項2記載の発明は、上記穿入ビームを左右一対のビーム体により形成し、該一方のビーム体の下部に上記犂体を進行方向前下がり状に設けると共に該犂体の穿入後方位置に上記暗渠形成体を支軸により回転自在に横設し、他方のビーム体を一方のビーム体に対して進行方向前方位置にずらせて配置してなることを特徴とするものであり、又、請求項3記載の発明は、上記暗渠形成体の下部回転外周軌跡の下方位置に上記犂体の先端部を配置してなることを特徴とするものであり、又、請求項4記載の発明は、上記機枠に地表面上を転動可能な転輪を設けてなることを特徴とするものである。
【0009】
【発明の実施の形態】
図1乃至図9は本発明の実施の形態例を示し、図1乃至図7は第一形態例、図8、図9は第二形態例である。
【0010】
図1乃至図7の第一形態例において、1は走行機体であって、この場合トラクタが用いられ、走行機体1の後部に三点リンク式の連結機構2により機枠3を上下動可能に連結して構成している。
【0011】
4は穿入ビーム、5は揺振機構であって、この場合、穿入ビーム4は左右一対のビーム体4a・4bにより形成され、機枠3に揺動アーム6の中程部を支点軸7により揺振動作自在に枢着すると共に機枠3に主軸8を軸受8a・8aにより回転自在に横設し、走行機体1の動力取出軸9と主軸8とを自在継手10により連結し、揺動アーム6と主軸8との間に偏心輪機構11を介装し、即ち、偏心輪機構11として、上記主軸8の軸受8a・8aに偏心軸部11aを形成し、偏心軸部11aに接続部材11bの上側の軸受11cを嵌合し、接続部材11bの下側の軸受11dに揺動アーム6の基軸6aを嵌挿し、揺動アーム6をガイドロール6b・6b及びガイド片3a・3aにより上下揺動案内し、主軸8の回転により偏心輪機構11を介して揺動アーム6を支点軸7を中心として上下揺振動作させ、揺動アーム6の後端部に穿入ビーム4としての左右一対ビーム体4a・4bを上下方向に取付け、この一方のビーム体4aの下部に犂体12を進行方向前下がり状に設けると共に犂体12の穿入後方位置にブラケットKを取付け、このブラケットKに円筒状体13aの外周面に突杆部13bを複数個設けてなる暗渠形成体13を支軸14により回転自在に横設し、他方のビーム体4bを一方のビーム体4aに対して進行方向前方位置にずらせて配置し、さらに、犂体12の上端部を暗渠形成体13の支軸14の軸線より上方に配置して構成している。
【0012】
この場合、上記暗渠形成体13の突杆部13bの下部回転外周軌跡の下方位置に上記犂体12の先端部を配置して構成している。
【0013】
しかして、走行機体1の進行に伴い左右一対のビーム体4a・4bからなる穿入ビーム4は進行方向に揺振動作しつつ土中Wに穿入して二列の穿入跡溝S・Sを形成すると共に犂体12の穿入後方位置の暗渠形成体13は支軸14により回転しつつ暗渠Hを連続して形成することになる。
【0014】
15は転輪であって、上記機枠3の左右両側位置に取付アーム16a・16aを高さ調節機構16bにより高さ調節自在に配置し、田面等の地表面Mに転輪15を接地させ、機枠3の安定走行及び暗渠Hの表面からの形成高さの設定を図るように構成している。
【0015】
この実施の第一形態例は上記構成であるから、走行機体1の進行に伴い左右一対のビーム体4a・4bからなる穿入ビーム4は進行方向に揺振動作しつつ土中Wに穿入して穿入跡溝Sを形成すると共に犂体12の穿入後方位置の暗渠形成体13は暗渠Hを連続して形成することになり、この際、犂体12により掬われた芯土層の土は暗渠形成体13の上部回転面により斜め上方に円滑に移送され、このため、犂体12の穿入後方位置の暗渠形成体13の牽引抵抗を緩和することができ、暗渠形成作業性を向上することができると共に機構各部の耐久性を高めることができる。
【0016】
この場合、上記穿入ビーム4を左右一対のビーム体4a・4bにより形成し、一方のビーム体4aの下部に上記犂体12を進行方向前下がり状に設けると共に犂体12の穿入後方位置に上記暗渠形成体13を支軸14により回転自在に横設し、他方のビーム体4bを一方のビーム体4aに対して進行方向前方位置にずらせて配置しているから、走行機体の進行に伴い他方のビーム体4bが穿入溝跡Sを形成した後に一方のビーム体4aが穿入溝跡Sを形成することなり、他方のビーム体4bが形成した穿入溝跡Sの空間Fにより一方のビーム体4aによる穿入溝跡Sの形成及び犂体12による掬い並びに暗渠形成体13による土の移送を良好に行うことができ、又、この場合、上記暗渠形成体13の下部回転外周軌跡の下方位置に上記犂体12の先端部を配置してなるから、暗渠形成体13の下部回転外周軌跡と犂体12の掬い底面との間に隙間Bが存在し、上部回転外周軌跡に土が接触し、これにより暗渠形成体13は犂体12により掬われて斜め上方に移送されてくる土をさらに斜め上方に移送する方向に円滑に回転することができ、それだけ暗渠形成作業を円滑に行うことができ、又、この場合、犂体12の上端部を暗渠形成体13の支軸14の軸線より上方に配置しているから、犂体12により掬われた土は暗渠形成体13の回転外周軌跡の上部に移送されることになり、暗渠形成体13の回転が円滑になされ、土の移送を良好に行うことができ、又、この場合、上記機枠3に地表面M上を転動可能な転輪15を設けてなるから、機枠3の安定走行及び暗渠Hの表面からの形成高さの設定を図ることができる。
【0017】
図8、図9の第二形態例は別例構造を示し、この場合、暗渠形成体13として、円筒状体13aの外周面に複数個の凹部13cを形成して構成している。
【0018】
この実施の第二形態例にあっても、上記第一形態例と同様な作用効果を得ることができる。
【0019】
尚、本発明は上記実施の形態例に限られるものではなく、穿入ビーム4、ビーム体4a・4b、揺振機構5、偏心輪機構11、犂体13、暗渠形成体13の形態や構造等は適宜変更して設計される。
【0020】
【発明の効果】
本発明は上述の如く、請求項1記載の発明にあっては、走行機体の進行に伴い穿入ビームは進行方向に揺振動作しつつ土中に穿入して穿入跡溝を形成すると共に犂体の穿入後方位置の暗渠形成体は暗渠を連続して形成することになり、この際、犂体により掬われた土は暗渠形成体の上部回転面により斜め上方に円滑に移送され、このため、犂体の穿入後方位置の暗渠形成体の牽引抵抗を緩和することができ、暗渠形成作業性を向上することができると共に機構各部の耐久性を高めることができる。
【0021】
又、請求項2記載の発明にあっては、上記穿入ビームを左右一対のビーム体により形成し、一方のビーム体の下部に上記犂体を進行方向前下がり状に設けると共に犂体の穿入後方位置に上記暗渠形成体を支軸により回転自在に横設し、他方のビーム体を一方のビーム体に対して進行方向前方位置にずらせて配置しているから、走行機体の進行に伴い他方のビーム体が穿入溝跡を形成した後に一方のビーム体が穿入溝跡を形成することなり、他方のビーム体が形成した穿入溝跡の空間により一方のビーム体による穿入溝跡の形成及び犂体による掬い並びに暗渠形成体による土の移送を良好に行うことができる。
【0022】
又、請求項3記載の発明にあっては、上記暗渠形成体の下部回転外周軌跡の下方位置に上記犂体の先端部を配置してなるから、暗渠形成体の下部回転外周軌跡と犂体の掬い底面との間に隙間が存在し、上部回転外周軌跡に土が接触し、これにより暗渠形成体は犂体により掬われて斜め上方に移送されてくる土をさらに斜め上方に移送する方向に円滑に回転することができ、それだけ暗渠形成作業を円滑に行うことができ、又、請求項4記載の発明にあっては、上記犂体の上端部を暗渠形成体の支軸の軸線より上方に配置しているから、犂体により掬われた土は暗渠形成体の回転外周軌跡の上部に移送されることになり、暗渠形成体の回転が円滑になされ、土の移送を良好に行うことができ、又、請求項5記載の発明にあっては、上記機枠に地表面上を転動可能な転輪を設けてなるから、機枠の安定走行及び暗渠の表面からの形成高さの設定を図ることができる。
【0023】
以上の如く、所期の目的を充分達成することができる。
【図面の簡単な説明】
【図1】本発明の実施の第一形態例の全体側面図である。
【図2】本発明の実施の第一形態例の部分側断面図である。
【図3】本発明の実施の第一形態例の部分平面図である。
【図4】本発明の実施の第一形態例の部分平断面図である。
【図5】本発明の実施の第一形態例の部分側面図である。
【図6】本発明の実施の第一形態例の部分横断面図である。
【図7】本発明の実施の第一形態例の部分拡大平断面図である。
【図8】本発明の実施の第二形態例の部分拡大断面図である。
【図9】本発明の実施の第二形態例の部分後面図である。
【符号の説明】
W 土
H 暗渠
S 穿入溝跡
M 地表面
1 走行機体
2 連結機構
3 機枠
4 穿入ビーム
4a ビーム体
4b ビーム体
5 揺振機構
13 暗渠形成体
14 支軸
15 転輪
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a culvert forming apparatus used for forming a culvert in, for example, paddy field or soil of a field.
[0002]
[Prior art]
[0003]
Japanese Utility Model Publication No. 59-23074 [0004]
Conventionally, as this type of culvert formation device, a machine frame is connected to a traveling machine body by a connecting mechanism, and a penetration beam is vertically installed on the machine frame so as to be freely swingable in a moving direction by a shaking mechanism, and is placed below the penetration beam. A structure in which bullet-shaped culvert formation bodies capable of forming culverts are disposed in the soil is known.
[0005]
Paddy fields and the like are composed of a surface layer, a lower layer, and a lower core soil layer, and a penetration beam is penetrated into the tiller layer, the core layer and the core soil layer to break the tiller. Underneath the core soil layer, bullet holes will be formed by bullet-shaped underdrains.
[0006]
[Problems to be solved by the invention]
However, in the case of the above-described conventional structure, the bullet-shaped culvert forming body is pulled by the traveling body to form the culvert, so in the case of hard soil of the core soil layer, the traction resistance becomes excessive, and the culvert formation workability decreases. Or the durability of each part of the mechanism may be reduced.
[0007]
[Means for Solving the Problems]
SUMMARY OF THE INVENTION The present invention aims to solve such inconveniences, and in the invention according to claim 1, the machine frame is connected to the traveling machine body by a connecting mechanism, and the machine frame is provided. The penetration beam is vertically arranged so as to be swingable in the advancing direction by a shaking mechanism, and a culvert formation body capable of forming a culvert in the soil is disposed below the penetration beam. A culvert forming apparatus is characterized in that a skeleton is provided in a lower part in the forward direction of the skeleton and the culvert-forming body is horizontally disposed by a support shaft at a position behind the penetration of the skeleton.
[0008]
According to a second aspect of the present invention, the penetration beam is formed by a pair of left and right beam bodies, and the casing is provided in the lower part of the one beam body in a downwardly moving direction, and the casing is penetrated. It is characterized in that the culvert forming body is laid horizontally at a rear position by a support shaft, and the other beam body is arranged so as to be shifted to the front position in the advancing direction with respect to one beam body, According to a third aspect of the present invention, the tip of the casing is arranged at a position below the lower rotation outer peripheral locus of the undercarriage forming body, and the fourth aspect of the present invention is characterized in that: The invention is characterized in that the machine frame is provided with rolling wheels capable of rolling on the ground surface.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
1 to 9 show an embodiment of the present invention, FIGS. 1 to 7 show a first embodiment, and FIGS. 8 and 9 show a second embodiment.
[0010]
In the first embodiment shown in FIGS. 1 to 7, reference numeral 1 denotes a traveling machine body. In this case, a tractor is used, and the machine frame 3 can be moved up and down by a three-point link type connecting mechanism 2 at the rear part of the traveling machine body 1. Concatenated.
[0011]
4 is a penetrating beam, and 5 is a swinging mechanism. In this case, the penetrating beam 4 is formed by a pair of left and right beam bodies 4a and 4b. 7, the main shaft 8 is pivotally mounted on the machine frame 3 by bearings 8a and 8a, and the power take-off shaft 9 of the traveling machine body 1 and the main shaft 8 are connected by a universal joint 10. An eccentric ring mechanism 11 is interposed between the swing arm 6 and the main shaft 8. That is, as the eccentric ring mechanism 11, the eccentric shaft portion 11a is formed on the bearings 8a and 8a of the main shaft 8, and the eccentric shaft portion 11a is provided with the eccentric shaft portion 11a. The upper bearing 11c of the connecting member 11b is fitted, the base shaft 6a of the swinging arm 6 is fitted into the lower bearing 11d of the connecting member 11b, and the swinging arm 6 is inserted into the guide rolls 6b and 6b and the guide pieces 3a and 3a. Is guided by swinging up and down by means of an eccentric ring mechanism 11 by rotation of the main shaft 8. Thus, the swing arm 6 is swung up and down around the fulcrum shaft 7, and a pair of left and right beam bodies 4a and 4b as a penetration beam 4 are vertically mounted on the rear end of the swing arm 6, and this one beam A casing 12 is provided at the lower part of the body 4a so as to be lowered forward in the traveling direction, and a bracket K is attached to a position behind the penetration of the casing 12, and a plurality of protrusions 13b are provided on the outer peripheral surface of the cylindrical body 13a. The formed culvert forming body 13 is provided so as to be rotatable by the support shaft 14, the other beam body 4 b is shifted from the one beam body 4 a in the forward position in the traveling direction, and the upper end of the housing 12 is further disposed. The portion is arranged above the axis of the support shaft 14 of the culvert forming body 13.
[0012]
In this case, the tip of the casing 12 is arranged at a position below the lower rotation outer peripheral locus of the protrusion 13b of the culvert forming body 13.
[0013]
Thus, as the traveling machine body 1 advances, the penetration beam 4 composed of a pair of left and right beam bodies 4a and 4b penetrates into the soil W while oscillating in the advancing direction, so that two rows of penetration trace grooves S · While forming S, the culvert forming body 13 in the position behind the penetration of the cadaver 12 continuously forms the culvert H while rotating by the support shaft 14.
[0014]
Reference numeral 15 denotes a wheel, and mounting arms 16a and 16a are disposed at both left and right positions of the machine frame 3 so that the height can be adjusted by a height adjusting mechanism 16b, and the wheel 15 is grounded to the ground surface M such as a paddy surface. In addition, it is configured so that the stable running of the machine casing 3 and the formation height from the surface of the culvert H can be set.
[0015]
Since the first embodiment of the present embodiment has the above-described configuration, the penetration beam 4 composed of a pair of left and right beam bodies 4a and 4b is penetrated into the soil W while oscillating in the traveling direction as the traveling machine body 1 advances. As a result, the penetration trace groove S is formed and the culvert formation body 13 in the position behind the puncture of the skeleton 12 forms the culvert H continuously. At this time, the core soil layer rubbed by the skeleton 12 The soil is smoothly transferred obliquely upward by the upper rotating surface of the culvert forming body 13, so that the traction resistance of the culvert forming body 13 at the position behind the penetration of the casket 12 can be reduced, and the culvert forming workability is improved. As well as improving the durability of each part of the mechanism.
[0016]
In this case, the penetration beam 4 is formed by a pair of left and right beam bodies 4a and 4b, and the casing 12 is provided in the lower part of one beam body 4a in a forwardly descending direction, and the rearward position of the penetration of the casing 12 In addition, the undercarriage 13 is horizontally disposed by the support shaft 14 and the other beam body 4b is shifted from the one beam body 4a in the advancing direction, so that the traveling machine body proceeds. Accordingly, after the other beam body 4b forms the penetration groove trace S, one beam body 4a forms the penetration groove trace S, and due to the space F of the penetration groove trace S formed by the other beam body 4b. The formation of the penetration groove mark S by the one beam body 4a, the scooping by the casing 12, and the transfer of the soil by the culvert forming body 13 can be performed satisfactorily. The housing 1 is located below the locus. Therefore, there is a gap B between the lower rotating outer periphery locus of the undercarriage 13 and the scooping bottom surface of the housing 12, and the soil contacts the upper rotating outer periphery locus, thereby forming the underdrain. The body 13 can be smoothly rotated in a direction in which the soil that is squeezed by the housing 12 and is transported obliquely upward is further transported obliquely upward, so that the culvert formation operation can be performed smoothly. In this case, since the upper end portion of the casing 12 is disposed above the axis of the support shaft 14 of the culvert forming body 13, the soil crushed by the casing 12 is transferred to the upper part of the rotating outer periphery locus of the culvert forming body 13. Therefore, the culvert formation body 13 can be smoothly rotated and the soil can be transferred well, and in this case, the wheel 15 capable of rolling on the ground surface M is provided on the machine frame 3. Because it is provided, stable running of the machine frame 3 and the surface of the underdrain H It is possible to set the Narudaka of.
[0017]
The second embodiment shown in FIGS. 8 and 9 shows another example structure. In this case, the underdrain forming body 13 is formed by forming a plurality of recesses 13c on the outer peripheral surface of the cylindrical body 13a.
[0018]
Even in the second embodiment, the same effects as those in the first embodiment can be obtained.
[0019]
The present invention is not limited to the above embodiment, and the forms and structures of the penetration beam 4, the beam bodies 4a and 4b, the vibration mechanism 5, the eccentric ring mechanism 11, the casing 13, and the undercarriage forming body 13 Etc. are designed with appropriate changes.
[0020]
【The invention's effect】
As described above, according to the first aspect of the present invention, the penetration beam penetrates into the soil while swinging in the traveling direction to form a penetration trace groove as the traveling body moves. At the same time, the culvert formation body at the position behind the penetration of the skeleton forms a culvert continuously. At this time, the soil crushed by the skeleton is smoothly transferred obliquely upward by the upper rotation surface of the culvert formation body. For this reason, the traction resistance of the culvert formation body at the position behind the penetration of the skeleton can be relaxed, the culvert formation workability can be improved, and the durability of each part of the mechanism can be enhanced.
[0021]
According to a second aspect of the present invention, the penetration beam is formed by a pair of left and right beam bodies, and the casing is provided in the lower part of one of the beam bodies in a forwardly descending direction, and the casing is drilled. Since the culvert forming body is horizontally laid by the support shaft at the entrance / rear position, and the other beam body is shifted to the front position in the traveling direction with respect to the one beam body, One beam body forms a penetration groove trace after the other beam body forms a penetration groove trace, and the penetration groove by one beam body is formed by the space of the penetration groove trace formed by the other beam body. It is possible to satisfactorily perform the formation of traces and the soaking by the culvert and the transfer of soil by the culvert.
[0022]
In the invention according to claim 3, since the tip of the casing is disposed at a position below the lower rotating outer periphery locus of the undercarriage forming body, the lower rotating outer periphery locus of the undercarriage forming body and the housing are arranged. There is a gap between the bottom surface of the scooping and the soil contacts the upper rotation outer peripheral locus, whereby the culvert forming body is crushed by the housing and is transported obliquely upward. And the undercarriage formation work can be performed smoothly. In the invention according to claim 4, the upper end of the above-mentioned housing is connected to the axis of the shaft of the undercarriage forming body. Since it is arranged at the upper side, the soil crushed by the culvert will be transferred to the upper part of the rotation outer periphery locus of the culvert forming body, the culvert forming body will be smoothly rotated, and the soil will be transferred well. In the invention according to claim 5, the machine frame has a ground. Since Menjo formed by providing a rollable carrier rollers, and it is possible to set the forming height from the stable running and the surface of the culvert of the machine frame.
[0023]
As described above, the intended purpose can be sufficiently achieved.
[Brief description of the drawings]
FIG. 1 is an overall side view of a first embodiment of the present invention.
FIG. 2 is a partial side sectional view of a first embodiment of the present invention.
FIG. 3 is a partial plan view of the first embodiment of the present invention.
FIG. 4 is a partial plan sectional view of a first embodiment of the present invention.
FIG. 5 is a partial side view of the first embodiment of the present invention.
FIG. 6 is a partial cross-sectional view of the first embodiment of the present invention.
FIG. 7 is a partially enlarged plan sectional view of a first embodiment of the present invention.
FIG. 8 is a partially enlarged cross-sectional view of a second embodiment of the present invention.
FIG. 9 is a partial rear view of the second embodiment of the present invention.
[Explanation of symbols]
W soil H culvert S penetration groove mark M ground surface 1 traveling machine body 2 connection mechanism 3 machine frame 4 penetration beam 4a beam body 4b beam body 5 shaking mechanism 13 culvert formation body 14 support shaft 15 wheel

Claims (5)

走行機体に連結機構により機枠を連結し、該機枠に穿入ビームを揺振機構により進行方向に揺振動作自在に縦設し、該穿入ビームの下部に土中に暗渠を形成可能な暗渠形成体を配設してなり、上記穿入ビームの下部に犂体を進行方向前下がり状に設けると共に該犂体の穿入後方位置に上記暗渠形成体を支軸により回転自在に横設してなることを特徴とする暗渠形成装置。The machine frame is connected to the traveling machine body by the connection mechanism, and the penetration beam is vertically installed in the machine frame so as to be freely swingable in the traveling direction by the shaking mechanism, and a culvert can be formed in the soil below the penetration beam. A culvert forming body is provided, and a cascading body is provided at the lower part of the penetration beam so as to be lowered forward in the direction of travel. A culvert forming apparatus characterized by being provided. 上記穿入ビームを左右一対のビーム体により形成し、該一方のビーム体の下部に上記犂体を進行方向前下がり状に設けると共に該犂体の穿入後方位置に上記暗渠形成体を支軸により回転自在に横設し、他方のビーム体を一方のビーム体に対して進行方向前方位置にずらせて配置してなることを特徴とする請求項1記載の暗渠形成装置。The penetration beam is formed by a pair of left and right beam bodies, and the casing is provided at the lower part of the one beam body in a forwardly descending direction, and the culvert formation body is supported at a position behind the penetration of the casing. 2. A culvert forming apparatus according to claim 1, wherein the undercarriage is arranged so as to be freely rotatable, and the other beam body is arranged so as to be shifted to the front position in the advancing direction with respect to one beam body. 上記暗渠形成体の下部回転外周軌跡の下方位置に上記犂体の先端部を配置してなることを特徴とする請求項1又は2記載の暗渠形成装置。The undercarriage forming apparatus according to claim 1 or 2, wherein a tip end portion of the underbody is arranged at a position below a lower rotation outer peripheral locus of the undercarriage forming body. 上記犂体の上端部を上記暗渠形成体の支軸の軸線より上方に配置してなることを特徴とする請求項1〜3のいずれか1項に記載の暗渠形成装置。The culvert forming apparatus according to any one of claims 1 to 3, wherein an upper end portion of the skeleton is disposed above an axis of a support shaft of the culvert forming body. 上記機枠に地表面上を転動可能な転輪を設けてなることを特徴とする請求項1〜4のいずれか1項に記載の暗渠形成装置。The undercarriage forming apparatus according to any one of claims 1 to 4, wherein the machine frame is provided with rolling wheels capable of rolling on the ground surface.
JP2002371149A 2002-12-20 2002-12-20 Underdrain formation device Expired - Lifetime JP4016331B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104081890A (en) * 2014-03-04 2014-10-08 李奉辉 Plough assembly of suspension machine

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JP6021072B2 (en) * 2013-06-28 2016-11-02 国立研究開発法人農業・食品産業技術総合研究機構 Perforation molding machine and perforation molding method
JP6187874B2 (en) * 2014-09-03 2017-08-30 国立研究開発法人農業・食品産業技術総合研究機構 Material burial machine and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104081890A (en) * 2014-03-04 2014-10-08 李奉辉 Plough assembly of suspension machine

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