JP4110538B2 - Underdrain formation device - Google Patents

Underdrain formation device Download PDF

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JP4110538B2
JP4110538B2 JP2006336283A JP2006336283A JP4110538B2 JP 4110538 B2 JP4110538 B2 JP 4110538B2 JP 2006336283 A JP2006336283 A JP 2006336283A JP 2006336283 A JP2006336283 A JP 2006336283A JP 4110538 B2 JP4110538 B2 JP 4110538B2
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penetration
expansion
expansion member
machine frame
soil
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JP2007100505A (en
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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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Description

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。   The present invention relates to a culvert forming apparatus used for forming a culvert in, for example, paddy field or soil of a field.

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体を配設してなる構造のものが知られている。   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 bullets capable of forming underdrains are disposed in the soil is known.

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体により暗渠を開穴形成することになる。
実開昭61−80602号公報
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. A culvert will be formed in the core soil layer below it by bullets.
Japanese Utility Model Publication No. 61-80602

しかしながら上記従来構造の場合、穿入ビームの穿入作業進行直後は土中の上下方向に形成される穿入跡溝は穿入ビームの厚さに応じた幅に保持されているが、時間の経過により穿入溝跡の両対向面が近接して狭まって閉塞されることになり、このため暗渠本来の排水性及び通気性を低下させることがあるという不都合を有している。   However, in the case of the above-described conventional structure, immediately after the penetration operation of the penetration beam, the penetration trace groove formed in the vertical direction in the soil is maintained at a width corresponding to the thickness of the penetration beam. With the passage of time, both opposing surfaces of the penetration groove mark close and close together, which has the disadvantage that the original drainage and breathability of the underdrain may be reduced.

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弾丸体を配設してなり、上記穿入ビームの進行方向後方位置に該穿入ビームにより土中の上下方向に延びて形成される穿入跡溝の一方側面を拡張して地表面に開口する縦口路を形成可能な拡張部材を配設し、該拡張部材を拡張動作させる拡張機構を配設し、該拡張機構として、上記機枠の後部に軸受筒体を縦設する共に該軸受筒体に軸受片体を形成し、該軸受筒体に支持軸を回転自在に縦設すると共に該支持軸の下端部を該軸受片体に回転自在に軸受し、上記拡張部材を該支持軸に設けると共に該拡張部材を間欠的に一方向に強制的に所定角度縦回り回動させる間欠拡張機構を設けてなることを特徴とする暗渠形成装置にある。 The present invention aims to solve such inconveniences. Among the present inventions, the invention according to claim 1 is that the machine frame is connected to the traveling machine body by a connecting mechanism, and the machine frame is penetrated. The beam is vertically arranged so as to be freely swingable in the traveling direction by a swinging mechanism, and a bullet body capable of forming a culvert in the soil is disposed below the penetrating beam. An expansion member capable of forming a vertical opening that opens to the ground surface by extending one side surface of a penetration groove formed by extending in the vertical direction in the soil by the penetration beam is disposed at the position. An expansion mechanism for expanding the member is disposed, and as the expansion mechanism, a bearing cylinder is provided vertically at the rear portion of the machine frame, and a bearing piece is formed on the bearing cylinder, and a support shaft is provided on the bearing cylinder. the lower end of the support shaft rotatably and bearing to the bearing piece body while Tate設freely rotate, the said extension member It is provided on the lifting shaft in underdrain forming apparatus comprising intermittently forcedly be formed by providing an intermittent extension mechanism to a predetermined angle vertically around rotating in one direction the expansion member.

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弾丸体を配設してなり、上記穿入ビームの進行方向後方位置に該穿入ビームにより土中の上下方向に延びて形成される穿入跡溝の一方側面を拡張して地表面に開口する縦口路を形成可能な拡張部材を配設し、該拡張部材を拡張動作させる拡張機構を配設し、拡張機構として、上記機枠の後部に軸受筒体を縦設する共に該軸受筒体に軸受片体を形成し、軸受筒体に支持軸を回転自在に縦設すると共に支持軸の下端部を軸受片体に回転自在に軸受し、上記拡張部材を支持軸に設けると共に拡張部材を間欠的に一方向に強制的に所定角度縦回り回動させる間欠拡張機構を設けてなるから、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弾丸体により暗渠を連続して形成することになり、この際、上記穿入ビームの進行方向後方位置に配置された拡張部材は拡張部材を間欠的に一方向に強制的に所定角度縦回り回動させる拡張機構により拡張動作し、穿入ビームにより土中の上下方向に延びて形成される穿入跡溝の一方側面を拡張して地表面に開口する縦口路を形成することができ、従って、時間の経過により穿入溝跡の両対向面が近接して狭まって閉塞されたとしても縦口路が維持され、この縦口路の存在により暗渠の排水性及び通気性を良好に保持することができる。 As described above, according to the present invention, the machine frame is coupled to the traveling machine body by the coupling mechanism, and the penetration beam is freely oscillated in the advancing direction to the machine frame by the oscillation mechanism. It is installed vertically, and a bullet body that can form a culvert in the soil is disposed below the penetration beam, and extends vertically in the soil by the penetration beam at a position behind the penetration beam. An expansion member capable of forming a vertical opening that opens to the ground surface by expanding one side surface of the penetration mark groove formed by the expansion mechanism is disposed, and an expansion mechanism that expands the expansion member is disposed. As described above, a bearing cylinder is vertically provided at the rear portion of the machine frame, and a bearing piece is formed on the bearing cylinder, and a support shaft is rotatably provided on the bearing cylinder and a lower end portion of the support shaft is provided as a bearing piece. body rotatably by bearings forcibly Tokoro intermittently unidirectionally extended member provided with the extension member to the support shaft Since an intermittent extension mechanism that rotates vertically is provided, the penetration beam oscillates in the advancing direction as the traveling body advances, and penetrates into the soil to form a penetration trace groove and a bullet body. In this case, the expansion member disposed at the rear position in the traveling direction of the penetrating beam forcibly rotates the expansion member in one direction forcibly and vertically by a predetermined angle. It can be expanded by the expansion mechanism, and can extend a side surface of the penetration trace groove formed by extending in the vertical direction in the soil by the penetration beam to form a vertical opening that opens to the ground surface. Even if both opposing surfaces of the penetration groove mark close and close as time passes, the vertical channel is maintained, and the presence of this vertical channel keeps the drainage and ventilation of the underdrain well. Can do.

図1乃至図12は本発明の実施の形態例を示し、図1乃至図10は第一形態例、図11、図12は第二形態例である。   1 to 12 show an embodiment of the present invention, FIGS. 1 to 10 show a first embodiment, and FIGS. 11 and 12 show a second embodiment.

図1乃至図10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。   In the first embodiment shown in FIGS. 1 to 10, reference numeral 1 denotes a traveling machine body. In this case, a tractor is used, and a machine frame 3 can be moved up and down by a three-point link type connecting mechanism 2 at the rear of the traveling machine body 1. Concatenated.

4は穿入ビーム、5は揺振機構であって、この場合、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と穿入ビーム4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間に偏心軸部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を上下方向に取付け、穿入ビーム4の下端部に犂体12を取付けると共にフック状の連結材13により砲弾状の弾丸体14を連結して構成している。   4 is a penetrating beam, and 5 is a vibration mechanism. In this case, the middle part of the swing arm 6 is pivotally attached to the machine frame 3 by a fulcrum shaft 7 and the main shaft 8 is mounted on the machine frame 3. Are rotatably mounted by bearings 8a and 8a, the power take-off shaft 9 of the traveling machine body 1 and the main shaft 8 are connected by a universal joint 10, and an eccentric wheel mechanism 11 is provided between the swing arm 6 and the penetration beam 4. In other words, as the eccentric ring mechanism 11, an eccentric shaft portion 11a is formed between the bearings 8a and 8a of the main shaft 8, and a bearing 11c on the upper side of the connecting member 11b is fitted to the eccentric shaft portion 11a to be connected. The base shaft 6a of the swing arm 6 is fitted into the lower bearing 11d of the member 11b, and the swing arm 6 is guided to swing up and down by the guide rolls 6b and 6b and the guide pieces 3a and 3a. Up and down swinging of the swing arm 6 about the fulcrum shaft 7 through the mechanism 11 The penetrating beam 4 is attached to the rear end of the swing arm 6 in the vertical direction, the housing 12 is attached to the lower end of the penetrating beam 4, and the bullet-shaped bullet 14 is connected by the hook-shaped connecting member 13. Configured.

しかして、走行機体1の進行に伴い穿入ビーム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の穿入後方位置の弾丸体14により暗渠Hを連続して形成することになる。   Thus, as the traveling machine body 1 advances, the penetration beam 4 oscillates in the advancing direction and penetrates into the soil W to form a penetration trace groove S, and a bullet at a position behind the penetration of the housing 12. The culvert H is continuously formed by the body 14.

15は拡張部材、16は拡張機構であって、この拡張部材15は上記穿入ビーム4の進行方向後方位置に配設され、穿入ビーム4により土中Wの上下方向に延びて形成される穿入跡溝Sを拡張して地表面Mに開口する縦口路Tを形成可能に設けられ、拡張機構16はこの拡張部材15を拡張動作させるように構成されている。   Reference numeral 15 denotes an expansion member, and reference numeral 16 denotes an expansion mechanism. The expansion member 15 is disposed at a rear position in the traveling direction of the penetration beam 4, and is formed to extend in the vertical direction of the soil W by the penetration beam 4. A longitudinal opening T that opens to the ground surface M by extending the penetration trace groove S is provided, and the expansion mechanism 16 is configured to expand the expansion member 15.

この場合、上記機枠3の後部に軸受筒体17を縦設し、軸受筒体17に支持軸18を縦回り回動自在に縦設し、軸受筒体17に軸受片体19を形成し、支持軸18の下端部を軸受片体19により回転自在に軸受し、支持軸18に拡張部材15としての羽根板状の突状体15aを上下に延びて突設してなり、又、拡張機構16として、間欠拡張機構16aが用いられ、この場合、上記機枠3に減速機構20を取付け、減速機構20の入力軸20aと主軸8とを継手21により連結し、減速機構20の出力軸20bと回転縦軸20cとの間にチェーン機構20dを介装し、回転縦軸20cに旋回アーム22を取付け、旋回アーム22に押動ロール23を植設し、支持軸18の上端部に押動ロール23により押圧可能な係合爪部材24を水平突設している。   In this case, a bearing cylinder 17 is provided vertically at the rear portion of the machine casing 3, a support shaft 18 is provided vertically on the bearing cylinder 17 so as to be rotatable in a vertical direction, and a bearing piece 19 is formed on the bearing cylinder 17. The lower end portion of the support shaft 18 is rotatably supported by the bearing piece body 19, and a blade plate-like projecting body 15 a as the expansion member 15 is vertically extended on the support shaft 18 and is extended. As the mechanism 16, an intermittent expansion mechanism 16a is used. In this case, the speed reduction mechanism 20 is attached to the machine casing 3, the input shaft 20a of the speed reduction mechanism 20 and the main shaft 8 are connected by a joint 21, and the output shaft of the speed reduction mechanism 20 is connected. A chain mechanism 20d is interposed between the rotating vertical axis 20c and the rotating arm 22 is attached to the rotating vertical axis 20c. A push roll 23 is installed on the rotating arm 22, and the upper end of the support shaft 18 is pushed. An engaging claw member 24 that can be pressed by the moving roll 23 is horizontally provided. There.

しかして、主軸8の回転により回転縦軸20cが回転し、回転縦軸20cの回転により押動ロール23は係合爪部材24を係合押動し、この押動により拡張部材15は強制的に所定角度縦回り回動し、これにより縦口路Tが拡張形成され、更なる回動により押動ロール23が係合爪部材24から離反すると、拡張部材15の羽根板状の突条体15aは穿入ビーム4の穿入跡溝Sの側面に当接して戻り復帰回動し、突条体15aは一定の周期で間欠的に一定の正逆の所定角度往復回動することになる。   Accordingly, the rotation vertical axis 20c is rotated by the rotation of the main shaft 8, and the rotation of the rotation vertical axis 20c causes the push roll 23 to engage and push the engagement claw member 24, and the expansion member 15 is forced by this push. When the push roll 23 is separated from the engagement claw member 24 by further rotation, the longitudinal opening T is formed to extend by a predetermined angle, and when the push roll 23 is separated from the engagement claw member 24 by further rotation, 15a abuts on the side surface of the penetration mark groove S of the penetration beam 4 and returns and rotates, and the ridge 15a reciprocally rotates at a constant cycle at a constant forward / reverse predetermined angle. .

25は溝切円盤であって、上記穿入ビーム4の基部に取付片25aを垂設し、取付片25aに溝切円盤25を回転自在に取り付け、穿入ビーム4の進行方向前方位置に揺振動作しつつ穿入条溝Fを形成するように構成している。   Reference numeral 25 denotes a grooved disk. A mounting piece 25a is suspended from the base of the penetration beam 4, and the grooved disk 25 is rotatably attached to the mounting piece 25a so that the penetration beam 4 moves forward in the traveling direction. The penetration groove F is formed while swinging.

26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26a・26aを高さ調節機構26bにより高さ調節自在に配置し、田面等の地表面Mに転輪26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。   Reference numeral 26 denotes a wheel, and mounting arms 26a and 26a are disposed at both left and right positions of the machine casing 3 so that the height can be adjusted by a height adjusting mechanism 26b, and the wheel 26 is grounded on 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.

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の穿入後方位置の弾丸体14により暗渠Hを連続して形成することになり、この際、図10の如く、上記穿入ビーム4の進行方向後方位置に配置された拡張部材15は拡張機構16により拡張動作し、穿入ビーム4により土中Wの上下方向に延びて形成される穿入跡溝Sを拡張して地表面Mに開口する縦溝状の縦口路Tを形成することができ、従って、時間の経過により穿入溝跡Sの両対向面が近接して狭まって閉塞されたとしても縦口路Tが維持され、縦口路Tの存在により暗渠Hの排水性及び通気性を良好に保持することができる。尚、縦口路Tの下端は適宜設定されるが、一般的に暗渠Hに届かない暗渠近接位置に設定されることが望ましく、何故ならば、暗渠Hと縦口路Tとが連通状態であると縦口路Tの内面の土が暗渠H内に流入し、暗渠Hを閉塞することがあるからである。   Since the first embodiment of the present embodiment has the above-described configuration, the penetration beam 4 penetrates into the soil W while swinging in the traveling direction to form the penetration trace groove S as the traveling body 1 advances. At the same time, the culvert H is continuously formed by the bullet 14 at the rearward penetration position of the casing 12, and at this time, as shown in FIG. 10, the expansion member disposed at the rearward position in the traveling direction of the penetration beam 4 as shown in FIG. 15 is expanded by the expansion mechanism 16, and a longitudinal groove-shaped longitudinal path T that opens to the ground surface M by expanding the penetration groove S formed by extending the vertical direction of the soil W by the penetration beam 4. Therefore, even when both opposing surfaces of the penetration groove mark S close and close together with time, the vertical channel T is maintained, and the presence of the vertical channel T causes the undercut H It is possible to maintain good drainage and air permeability. Although the lower end of the vertical channel T is appropriately set, it is generally desirable that the vertical channel T is set at a position near the culvert that does not reach the culvert H, because the culvert H and the vertical channel T are in communication. This is because the soil on the inner surface of the vertical channel T may flow into the underdrain H and block the underdrain H.

又、この場合、上記拡張機構16として、上記拡張部材15を間欠的に拡張動作させる間欠拡張機構16aを設けてなるから、図10の如く、穿入ビーム4により形成された穿入跡溝Sを点在的に拡幅拡張して縦口路Tを形成することができ、縦口路Tを良好に形成することができ、又、この場合、上記拡張部材15は上記穿入溝跡Sの一方側面を拡張可能な突条体15aを備えてなるから、突条体15aの半径分の扇形状の縦口路Tを容易に形成することができる。   Further, in this case, since the expansion mechanism 16 is provided with an intermittent expansion mechanism 16a for intermittently expanding the expansion member 15, the penetration trace groove S formed by the penetration beam 4 as shown in FIG. Can be widened and expanded in a dotted manner to form the vertical channel T, and the vertical channel T can be formed satisfactorily. In this case, the expansion member 15 is formed on the penetration groove mark S. On the other hand, since the ridge body 15a whose side surface can be expanded is provided, the fan-shaped vertical port T corresponding to the radius of the ridge body 15a can be easily formed.

図11、図12の第二形態例は別例構造を示し、この場合、軸受筒体19にバネ掛け部材19a・19aを取付け、バネ掛け部材19a・19aと突条体15aとの間にそれぞれ戻動用バネ27・27を掛架し、戻動用バネ27・27により拡張部材15の突条体15aを常態において後方向きに位置させるように構成している。   The second embodiment shown in FIGS. 11 and 12 shows another structure. In this case, spring bearing members 19a and 19a are attached to the bearing cylinder 19, and the spring hanging members 19a and 19a and the ridge body 15a are respectively attached. The return springs 27 and 27 are hung, and the protrusions 15a of the expansion member 15 are positioned rearward in the normal state by the return springs 27 and 27.

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と共に拡張部材15の突条体15aは戻動用バネ27・27により強制的に穿入ビーム4の穿入跡溝Sに戻り復帰回動し、このため、突条体15aの所定角度往復回動が確実になされ、縦口路Tを良好に形成することができる。   Even in the second embodiment, the same effect as the first embodiment can be obtained, and the protrusion 15a of the expansion member 15 is forcibly inserted by the return springs 27 and 27. Thus, the protrusion 15a is reciprocally rotated at a predetermined angle, and the vertical opening T can be formed well.

尚、本発明は上記実施の形態例に限られるものではなく、拡張部材15、拡張機構16の構造等は適宜変更して設計されるものである。   The present invention is not limited to the above-described embodiment, and the structure of the expansion member 15 and the expansion mechanism 16 is appropriately changed and designed.

以上、所期の目的を充分達成することができる。   As described above, the intended purpose can be sufficiently achieved.

本発明の実施の第一形態例の全体側面図である。1 is an overall side view of a first embodiment of the present invention. 本発明の実施の第一形態例の部分側面図である。It is a partial side view of the first embodiment of the present invention. 本発明の実施の第一形態例の部分平面図である。It is a fragmentary top view of the 1st example of an embodiment of the invention. 本発明の実施の第一形態例の部分側断面図である。It is a fragmentary sectional side view of the first embodiment of the present invention. 本発明の実施の第一形態例の部分平断面図である。It is a partial plane sectional view of the example of the 1st embodiment of the present invention. 本発明の実施の第一形態例の部分拡大側断面図である。It is a partial expanded side sectional view of the first embodiment of the present invention. 本発明の実施の第一形態例の部分拡大平断面図である。It is a partial expanded plane sectional view of the first embodiment of the present invention. 本発明の実施の第一形態例の部分横断面図である。It is a partial cross-sectional view of the first embodiment of the present invention. 本発明の実施の第一形態例の部分平面図である。It is a fragmentary top view of the 1st example of an embodiment of the invention. 本発明の実施の第一形態例の部分平面図である。It is a fragmentary top view of the 1st example of an embodiment of the invention. 本発明の実施の第二形態例の部分後面図である。It is a partial rear view of the second embodiment of the present invention. 本発明の実施の第二形態例の部分平断面図である。It is a fragmentary top sectional view of the 2nd example of an embodiment of the invention.

符号の説明Explanation of symbols

W 土中
H 暗渠
T 縦口路
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
5 揺振機構
14 弾丸体
15 拡張部材
16 拡張機構
16a 間欠拡張機構
18 支持軸
W Underground H Undercut T Vertical exit path S Penetration groove trace M Ground surface 1 Traveling machine body 2 Connection mechanism 3 Machine frame 4 Penetration beam 5 Shaking mechanism 14 Bullet body 15 Expansion member 16 Expansion mechanism 16a Intermittent expansion mechanism 18 Support shaft

Claims (1)

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弾丸体を配設してなり、上記穿入ビームの進行方向後方位置に該穿入ビームにより土中の上下方向に延びて形成される穿入跡溝の一方側面を拡張して地表面に開口する縦口路を形成可能な拡張部材を配設し、該拡張部材を拡張動作させる拡張機構を配設し、該拡張機構として、上記機枠の後部に軸受筒体を縦設する共に該軸受筒体に軸受片体を形成し、該軸受筒体に支持軸を回転自在に縦設すると共に該支持軸の下端部を該軸受片体に回転自在に軸受し、上記拡張部材を該支持軸に設けると共に該拡張部材を間欠的に一方向に強制的に所定角度縦回り回動させる間欠拡張機構を設け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 bullet body is provided, and one side surface of a penetration trace groove formed by extending the penetration beam in the vertical direction in the soil is extended to the ground surface at a position behind the penetration direction of the penetration beam. An expansion member capable of forming an open vertical opening is disposed, and an expansion mechanism for expanding the expansion member is disposed. As the expansion mechanism , a bearing cylinder is vertically disposed at the rear portion of the machine frame, and A bearing piece is formed on the bearing cylinder, and a support shaft is vertically provided on the bearing cylinder, and a lower end portion of the support shaft is rotatably supported on the bearing piece to support the expansion member. An intermittent expansion mechanism is provided that is provided on the shaft and forcibly rotates the expansion member by a predetermined angle longitudinally in one direction. Underdrain forming apparatus characterized by comprising Te.
JP2006336283A 2006-12-13 2006-12-13 Underdrain formation device Expired - Lifetime JP4110538B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016153578A (en) * 2015-02-20 2016-08-25 株式会社富士トレーラー製作所 Culvert formation device

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6247665B2 (en) * 2015-06-19 2017-12-13 株式会社富士トレーラー製作所 Underdrain formation device
JP6247666B2 (en) * 2015-06-19 2017-12-13 株式会社富士トレーラー製作所 Field vertical route forming device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016153578A (en) * 2015-02-20 2016-08-25 株式会社富士トレーラー製作所 Culvert formation device

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