JP5580265B2 - Mobile underdrain drainage burial equipment - Google Patents

Description

  The present invention relates to a mobile underdrain drainage pipe burying device for automatically burying a drainage pipe in underdrain drainage work or the like.

  In culvert drainage work, drainage pipes are buried inside excavation trenches (underdrains), and a hydrophobic material is introduced into the upper part of the drainage pipes so that water in the soil can easily flow into the drainage pipes. Conventional underdrain drainage construction often relies on manpower in each process. However, along with the increase in the number of fields and the area of the fields, manual drainage work requires a lot of manpower, which increases labor costs and takes time.

  Therefore, at present, in order to perform work efficiently on a large field by a certain worker, the above-described manual construction is shifting to mechanical construction.

  For example, Patent Document 1 discloses a culvert drainage laying apparatus and method that can easily and reliably lay culvert drainage between a drain pipe and a hydrophobic material layer after sufficient mixed layer plowing in a farm field or the like. Has been. However, with this method, there is a problem that when burial drainage pipes are buried without performing mixed layer cultivation, it is necessary to excavate gravel, buried trees, large stones, solid soil, and the like. Moreover, in a soily place such as a wetland, it is indispensable to perform a series of operations such as excavation, drain pipe laying, and hydrophobic material charging. Therefore, the underdrain drainage laying apparatus described in Patent Document 1 is installed in an existing vehicle. It wasn't enough to just install it.

  Patent Document 2 discloses an automatic underground drainage pipe embedding machine suitable for using a soil pipe made of a natural material as a drainage pipe, but the clay pipe is heavy and lacks flexibility. There was a problem that the construction was difficult compared to the drainage pipes. Moreover, since the earthen pipe is fragile and weak against the pressure from the outside, it is disadvantageous as compared with the synthetic resin drainage pipe, and it has not yet spread.

  On the other hand, the present inventor has reported on a hydrophobic material feeding device capable of feeding all hydrophobic materials very uniformly when feeding a hydrophobic material in underdrainage construction (Patent Document 3). This device is a device for introducing a hydrophobic material into the upper part of the drain pipe, and can supply a certain amount of the hydrophobic material while crushing the hydrophobic material. However, the above-mentioned hydrophobic material feeding device can be applied to any hydrophobic material, paying attention to the size, hardness, shape, type, aggregation state, etc. of the hydrophobic material. There was no development of a device to adjust.

Japanese Patent Laid-Open No. 2004-003268 JP 2006-291526 A Utility Model Registration No. 3154659

  The present invention has been made in view of the above-mentioned background art, and even in the case of any soil, any drainage pipe, in particular, a synthetic resin drainage pipe that is generally widely used is buried, and the depth of input of the hydrophobic material is embedded. It is an object of the present invention to provide a mobile underdrain drainage burial device that can automatically adjust the squeeze.

  As a result of intensive studies to solve the above-mentioned problems, the present inventor has made use of a mobile underdrain drainage pipe burying device that can perform a series of operations such as excavation, drainage pipe laying, and hydrophobic material charging. We found that underdrainage work can be performed even in soil-like fields. In addition, a laser light receiving part for inducing a buried gradient is provided, and the bottom of the excavated groove (hereinafter abbreviated as “sole” in some cases) maintained in parallel with the gradient of the laser light by pressure is used. It has been found that by providing a wear plate for shaping, it is possible to embed a culvert drain pipe with an accurate burial gradient and a high drainage effect. Furthermore, it discovered that the drainage pipe to construct | lay can be crimped | bonded by providing the drainage pipe container provided with the weight in the drainage pipe discharge port of the drainage pipe laying part. Furthermore, by providing a drive mechanism that adjusts the height of the hydrophobic material container independently of the other parts at the hydrophobic material input part, the hydrophobic material is always kept at a certain depth from the ground surface even if the drain pipe is laid with a gradient. The present invention has been completed by finding out that it can be introduced.

That is, the present invention
<1> A traveling body,
A laser beam detector for guiding the burial gradient;
An excavation section for excavating the ground with the induced gradient to form a groove;
A groove shaping portion for shaping the formed groove;
A drainage pipe laying section for laying a drainage pipe in the shaped groove;
A hydrophobic material input part for supplying a hydrophobic material to the upper part of the drainage pipe,
Underground drainage pipe burying device having
The light receiving unit is provided with a light receiver that receives laser light from a transmitter in which gradient information is set,
The excavation part is provided with a excavation cutter for excavating the ground on a rotating chain provided with a driving means,
The groove shaping part is provided in parallel with the gradient of the laser light received by the light receiving part, and is provided with a wear plate that shapes the bottom of the excavated groove with pressure,
The drainage pipe laying portion is provided with a drainage pipe container provided with a weight for crimping a drainage pipe laid in the shaped groove at a drainage pipe outlet,
The hydrophobic material charging unit has a hydrophobic material container provided behind the adjusting plate for smoothing the hydrophobic material supplied to the groove, and a drive mechanism for adjusting the height of the hydrophobic material container independently of the other parts. The present invention provides a mobile underdrain drainage burying device characterized by being provided.

<2> The mobile culvert drainage according to <1>, wherein a plurality of hydrophobic material containers are provided at the front and back of the hydrophobic material charging unit, and a plurality of types of hydrophobic materials can be charged in a layered manner on the upper part of the drain pipe. A pipe embedding device is provided.

<3> The lower layer adjusting plate fixing guide is further provided in the hydrophobic material charging portion, and a lower layer adjusting plate for leveling the lower layer hydrophobic material is fixed to a lower part of the lower side of the lower layer adjusting plate fixing guide <1. > Or <2> The mobile underdrain drainage burying device is provided.

<4> The hydrophobic material charging section averages the lower layer hydrophobic material supplied from the lower layer hydrophobic material container to the groove so that the distance from the drain pipe is constant by the lower layer adjustment plate, and then the upper layer The upper hydrophobic material supplied to the groove from the hydrophobic material container for the upper layer is adjusted by adjusting the height of the upper hydrophobic material container independently of the other parts by the driving device, and the lower portion of the upper hydrophobic material container A mobile underdrain drainage embedment device according to any one of <1> to <3>, wherein the distance from the ground surface is made constant by an upper layer adjustment plate fixed to It is.

<5> The mobile underdrain drainage embedment device according to any one of <1> to <4>, wherein the drainage pipe is inserted into a drainage pipe laying portion through an upper portion of the traveling body.

<6> The mobile underdrain drainage pipe embedding device according to <5>, wherein the drainage pipe is a fixed pipe.

According to the present invention, the above problems are solved to solve the problem,
(1) Compared to conventional methods, measurement, excavation, drainage pipe laying, hydrophobic material input, and leveling are performed in a single process, so the construction speed is fast and there is no impact on farming (planting and harvesting). Necessary burial drainage burial construction can be done in a short period of time.
(2) Less digging, quantitative supply of hydrophobic material is possible, less biting of the hydrophobic material, and the number of workers is reduced, thereby reducing costs.
(3) There is no warping or unevenness of the bottom of the bottom, and the burial slope is accurate and the drainage effect is high by laser management. Therefore, it is possible to improve productivity and extend the service life of underdrain facilities.
(4) By selecting the type of excavation cutter, it is possible to work in a field with all kinds of soil, gravels and buried trees.
(5) In viscous soil such as paddy fields, the ground surface needs to be crushed. However, the clay soil is also crushed into sand by an excavating cutter, which eliminates the need for tiller work, thus reducing costs and time.
(6) The corresponding range of the excavation depth is wide, and for example, a drain pipe having a maximum diameter of 300 mm can be buried.
(7) Any type of hydrophobic material can be used regardless of the type of hydrophobic material, and a plurality of types of hydrophobic materials can be charged and averaged.
(8) Since the height of the hydrophobic material container in the hydrophobic material charging part can be adjusted, the hydrophobic material can always be charged from the ground surface to a certain depth even if the drain pipe is laid with a gradient.
(9) By providing a plurality of hydrophobic material containers at the front and rear, a plurality of types of hydrophobic materials can be introduced into the upper portion of the drain pipe in layers.
(10) In the groove where the drainage pipe is laid, the hydrophobic material forming the lower layer is averaged so that the distance from the drainage pipe is constant, and the upper hydrophobic material is further removed from the ground surface. It can be averaged to be constant.
(11) In the groove where the drain pipe is laid, the hydrophobic material forming the lower layer is averaged so that the distance from the ground surface is constant, and the upper hydrophobic material is also constant in the distance from the ground surface. That is, the thickness of the upper layer can be averaged so as to be constant.
(12) Since the drainage pipe can be put into the drainage pipe laying section through the upper part of the traveling body, not only the roll pipe but also the synthetic resin drainage pipe of any length such as a regular pipe can be disconnected. Can be laid.
(13) Although the mobile underdrain drainage embedding device of the present invention has a large horsepower, the ground pressure is low, and the traveling at the time of work is limited, so that the field etc. becomes messy compared to the conventional method. Therefore, backfilling and leveling work become easy.
(14) Compared with a conventional trencher, the operation becomes easier.
(15) The engine can be designed for easy daily maintenance while being equipped with an exhaust gas countermeasure engine that takes the environment into consideration.

It is a schematic sectional drawing which shows the state by which the drain pipe was embed | buried with the hydrophobic material in the excavation ditch after the underdrain drainage construction. It is a side view which shows an example in operation of the mobile underdrain drainage burial device of the present invention. It is sectional drawing which shows the agricultural field etc. (the scale of a paper surface is 1/10 up and down, 1/200 left and right) which embedded the drain pipe with one kind of hydrophobic material using the mobile underdrain drainage pipe embedding device of this invention. It is a schematic side view which shows the hydrophobic material injection | throwing-in part (in the place which lays a drain pipe deeply) in the case of 2 layers which provided the lower layer adjustment board fixing guide of the mobile underdrain drainage burial apparatus of this invention. It is a schematic side view which shows the hydrophobic material injection | throwing-in part (in the place which lays a drain pipe shallowly) in the case of two layers which provided the lower layer adjustment board fixed guide of the mobile underdrain drainage pipe embedding apparatus of this invention. Fields or the like where the drainage pipe is buried with two types of hydrophobic materials using the mobile underdrain drainage embedding device of the present invention (when the thickness of the lower layer is constant (case 1)), etc. / 10, right and left 1/200).

  Hereinafter, the present invention will be described, but the present invention is not limited to the following specific embodiments, and can be arbitrarily modified within the scope of the technical idea of the present invention.

  The mobile underdrain drainage embedding device of the present invention is for embedding drainage pipes in underdrains (excavation grooves) in underdrain drainage construction. That is, it is an apparatus for burying a culvert drainage pipe used for inflowing soil water to improve poor drainage in a farm or the like.

  The place where the mobile underdrain drainage embedment device of the present invention can be used includes fields such as rice fields and fields; pastures; golf courses; residential areas such as residential areas and villa areas; These locations may be abbreviated as “farm fields”.

  In FIG. 1, the schematic sectional drawing of the underdrain drainage using the mobile underdrain drainage pipe embedding device of the present invention is shown. Specific numerical values are not particularly limited. For example, a groove having a width of about 20 to 40 cm and a depth of about 0.8 to 1.2 m is excavated, a drain pipe 34 is placed therein, and a hydrophobic material 47 is further introduced. . In addition, the diameter of the drain pipe 34 is 60-120 mm normally. Finally, the backfilling soil 62 is inserted to a depth of about 15 to 30 cm. Usually, such digging grooves are drained through about 5 to about 12 m in parallel.

  A mobile underdrain drainage burial device according to the present invention includes a traveling body, a laser beam receiving unit that guides a burying gradient, a drilling unit that digs the ground with the guided gradient to form a groove, and the groove A groove shaping section for shaping, a drain pipe laying section for laying a drain pipe in the shaped groove, and a hydrophobic material feeding section for feeding a hydrophobic material to the upper part of the drain pipe.

  In FIG. 2, the traveling body 2 described above, the laser light receiving part 51 for guiding the buried gradient, the excavating part 11 for excavating the ground with the induced gradient to form a groove, and the formed groove A movement having a groove shaping part 21 for shaping, a drain pipe laying part 31 for laying a drain pipe in the shaped groove, and a hydrophobic material feeding part 41 for feeding a hydrophobic material to the upper part of the laid drain pipe The side view which shows an example in operation of the type culvert drain pipe embedding device 1 is shown. In FIG. 2, the traveling body 2 moves in the traveling direction S, that is, toward the left side of the drawing.

  As shown in FIG. 2, the drain pipe 34 may pass through the upper portion (in some cases, the lateral portion) of the traveling body 2 in a stretched state, but may be mounted on the traveling body 2 in a rolled state. It may be placed on the ground in a rolled state.

  The light receiving part 51 is provided with a laser receiver 52, the excavation part 11 is provided with a rotating chain 12, an excavation cutter 13 and an auger 14, the groove shaping part 21 is provided with a wear plate 22, and a drain pipe laying part 31. Is provided with a drain pipe container 33 having a drain pipe outlet provided with a weight 32 for crimping a drain pipe 34 to be laid, and a hydrophobic material input part 41 is provided behind an adjustment plate 43 for smoothing the hydrophobic material (rear part in the running direction). ) And a drive mechanism 45 that adjusts the height of the hydrophobic material container 42 independently of the other parts.

  The light receiving unit 51 is provided with a laser receiver 52, and can obtain embedded gradient information set in a laser transmitter installed at a place away from a working field or the like (on an extension line of a culvert that does not hinder the work). it can. When the laser receiver 52 moves away from the laser transmitted at the planned embedding gradient, for example, ± 2 mm or more, the work body 3 is moved up and down by computer control so that the center of the laser receiver 52 is always kept at the planned embedding gradient. It has become. Since the laser receiver 52 is provided on the work body 3, the distance between the position of the laser receiver 52 and the excavation part 11 and the groove shaping part 21 is always kept constant. Therefore, the laser gradient and the wear plate 22 can always move in parallel.

  The excavation part 11 is provided with a excavation cutter 13 on a rotating chain 12 provided with a drive mechanism. The rotating chain 12 is provided with driving means, and is rotated by the driving means. Each excavation cutter 13 is provided on the rotary chain 12 alternately to the left and right in a direction perpendicular to the ground and parallel to the traveling direction S so as to excavate the ground, and can excavate the excavated soil into sand. It is like that. The excavation cutter 13 can be removed and can be appropriately selected according to the soil quality. In addition, even one type of such excavation cutter 13 can cope with excavation in a field having a heavy viscosity or a soft zone, mixed with all kinds of soil, gravel, buried trees, and the like. When excavating by rotating a rod-shaped earth scraper, such as a power shovel method, for example, in excavation in a field where gravel is mixed or buried, the excavation stops due to gravel or buried wood. Therefore, it cannot cope with such a field.

  If necessary, the auger 14 may be provided on the inner side of the rotating chain 12. In FIG. 2, the auger 14 is provided perpendicular to the paper surface, rotates in the same direction as the rotating chain 12, and can scrape the excavated soil to the side. In addition, since the excavation cutter 13 can excavate the ground as well as excavating soil, the auger 14 may be used appropriately according to the purpose.

  The groove shaping part 21 is kept parallel to the gradient of the laser light received by the light receiving part 51, and a wear plate 22 for shaping the bottom of the excavated groove with pressure is provided at the lower part of the drain pipe container 33. As described above, since the laser gradient and the wear plate 22 can always move in parallel, the bottom of the ground surface 61 is not affected by the unevenness of the surface of the ground surface 61, and the bottom of the anchor can be shaped with the planned embedding gradient. Yes. As a result, the drain pipe 34 is not bent, distorted, or uneven. Moreover, since the wear plate 22 is provided in the lower part of the drain pipe container 33, it is possible to shape the bottom immediately after excavation and to lay the drain pipe 34 immediately after the shaping. Therefore, it is possible to work even in a wet field or a soft field where excavation is not possible due to rain or snow.

  The drain pipe laying portion 31 is provided with a drain pipe container 33 provided with a weight 32 for crimping a drain pipe 34 to be laid at a drain pipe outlet. The drain pipe container 33 is provided behind the excavation part 11 when viewed from the traveling direction S of the traveling body 2, and includes a wear plate 22 at the lower part. The drain pipe 34 is inserted from the upper part of the drain pipe container 33 and discharged from the lower outlet. Since the drain pipe 34 is pressure-bonded to the bottom of the bottom by the weight 32 provided at the discharge port, the drain pipe 34 has a mechanism that is not further bent, distorted, or uneven.

  In the present invention, the drain pipe 34 can be put into the drain pipe container 33 through the upper part of the traveling body 2. Therefore, the drain pipe 34 is not particularly limited as long as it has a drain function, and can be appropriately selected according to the purpose. Preferable examples include a roll tube, a fixed tube, and the like of a synthetic resin (made of polyethylene, polyvinyl chloride, polypropylene, etc.).

  When a roll pipe is used as the drain pipe 34, the roll pipe can be wound and mounted on the traveling body 2. However, when a fixed pipe is used as the drain pipe 34, the traveling body 2 It is preferable to pass through the upper part and put into the drain pipe container 33. If the standard tube is wound, the joint part may come off. It is particularly preferable that the drain pipe 34 is a fixed pipe, and the pipe connected with the fixed pipe passes through the upper part of the traveling body 2 and is put into the drain pipe laying portion.

  The hydrophobic material feeding part 41 adjusts the height of the hydrophobic material container 42 provided with an adjusting plate 43 for smoothing the hydrophobic material 47 on the rear side (rear part in the running direction) and the height of the hydrophobic material container 42 independently of the other parts. A drive mechanism 45 is provided. The adjustment plate 43 may be separately fixed to the hydrophobic material container 42 or may be integrated with the hydrophobic material container 42. That is, it is not fixed separately, and the lower rear edge of the hydrophobic material container 42 may only serve as the upper layer adjusting plate 43.

  The hydrophobic material container 42 is provided behind the drain pipe laying portion 31 when viewed from the traveling direction S of the traveling body 2, and the height can be adjusted independently of the other portions by the drive mechanism 45. Since the discharge port of the hydrophobic material container 42 is flattened, the hydrophobic material container 42 can be inserted into the ground, and the specified input amount can be input without scattering the hydrophobic material 47. The upper part of the hydrophobic material container 42 is preferably funnel-shaped so that the hydrophobic material 47 can easily enter the inside of the hydrophobic material container 42.

  The hydrophobic material container 42 includes an adjustment plate 43 on the rear side, and the hydrophobic material 47 can be charged by the adjustment plate 43 in a specified amount. The adjustment plate 43 is provided at the rear of the hydrophobic material container 42, specifically, at the rear of the hydrophobic material discharge port at the lower end of the hydrophobic material container 42, so that the discharged hydrophobic material 47 can be leveled. ing. The discharged hydrophobic material 47 forms a hydrophobic material layer 44.

  The drive mechanism 45 is provided to adjust the height of the hydrophobic material container 42 independently of the other parts. FIG. 3 shows a cross-sectional view of an example of a field or the like in which the drain pipe 34 is embedded with one kind of hydrophobic material using the mobile underdrain drain pipe embedding device of the present invention. Generally, in underdrain drainage work, the drain pipe 34 is buried with a gradient. Even in the present invention, it is possible to realize the burial gradient planned by the laser, but the burial gradient is usually not parallel to the ground. For this reason, when the drain pipe 34 is laid with a gradient, the hydrophobic material 47 must always be introduced from the ground surface 61 to a certain depth in parallel with the ground surface.

  For example, when the drainage pipe 34 is laid with a gradient that is not parallel to the ground but gradually rises in the traveling direction S of the traveling body 2, the excavation section 11, the groove shaping section in the working body 3. 21 and the drainage pipe laying portion 31 gradually rise toward the traveling direction S of the traveling body 2 according to the planned gradient. At this time, if the hydrophobic material charging portion 41 is also raised in the same manner as the other portions, the hydrophobic material 47 is not parallel to the ground but is inserted at a depth parallel to the drain pipe 34 (that is, parallel to the bottom of the basin). End up. However, in the present invention, since the drive mechanism 45 is provided in the hydrophobic material charging portion 41, the height of the hydrophobic material container 42 can be adjusted so as to gradually decrease independently of the other portions. . Thereby, even if the other part gradually rises as the traveling body 2 progresses, the height of the hydrophobic material container 42 is always kept at a constant distance from the ground, whereby the position of the adjustment plate 43 is always kept constant from the ground. Keeping the distance, the hydrophobic material 47 can be always introduced from the ground surface 61 to a certain depth in parallel with the ground surface. That is, the hydrophobic material layer 44 is a layer whose lower end is parallel to the drain pipe 34 and whose upper end is parallel to the ground surface 61. The same applies to the case where the planned gradient gradually decreases in the traveling direction S of the traveling body 2.

  The input depth of the hydrophobic material 47 (distance to the upper end of the hydrophobic material layer 44) can be appropriately adjusted according to the purpose, but is preferably 10 to 35 cm from the ground surface, more preferably 15 to 30 cm from the ground surface, particularly preferably. Throw from the surface to a depth of 25 ± 2 cm. If it is too deep, the amount of the hydrophobic material is reduced, and the drain pipe 34 may be clogged. On the other hand, if it is too shallow, the amount of the backfilling soil 62 is reduced, which may cause problems such as exposure of the hydrophobic material to the ground surface and failure to grow plants.

  Although it does not specifically limit as the hydrophobic material 47, Hard gravel such as powdered stone, sand, billi gravel, limestone, volcanic gravel, rice husk, wood chip, ceramic chip, scallop shell, oyster shell, etc. are appropriately selected according to the purpose. You can choose. One type of hydrophobic material 47 can be selected, or two or more types can be selected.

  In the present invention, one or a plurality of hydrophobic material containers 42 can be provided before or after the hydrophobic material. That is, a plurality can be arranged along the traveling direction S. For example, when two kinds of different hydrophobic materials are added, the lower layer hydrophobic material container 42b and the upper layer hydrophobic material container 42a can be provided to form the hydrophobic material lower layer 44b and the hydrophobic material upper layer 44a.

  Examples of the effects obtained by adding two or more types of hydrophobic materials in layers include the following. By using a coarser material than the upper hydrophobic material 47 as the lower hydrophobic material 47, clogging can be prevented and drainage efficiency can be increased. Moreover, as the lower layer hydrophobic material 47, a material having a chemical action such as limestone is used to improve soil quality, prevent clogging, increase drainage efficiency, improve water quality and drain water. be able to. However, conventionally, there has been no apparatus for automatically feeding two different types of hydrophobic materials while adjusting the thickness of each layer.

  When two or more types of hydrophobic materials are added in layers, due to the role of each layer as described above, the thickness of the lower layer is kept constant and the thickness of the upper layer is decreased from deeper to shallower. Is preferable (hereinafter referred to as “Case 1”), and it is preferable that the thickness of the upper layer is constant and the thickness of the lower layer is decreased from the deeper side toward the shallower side (hereinafter referred to as “case 1”). There are various cases, such as “case 2”, when the composite is good (hereinafter referred to as “case 3”), but if the mobile underdrain drainage embedding device of the present invention is used, case 1 to Either case 3 is possible.

  When the lower layer hydrophobic material container 42b and the upper layer hydrophobic material container 42a are provided, the two hydrophobic material containers are fixed, and the height of the two hydrophobic material containers is made independent of the other parts by the drive mechanism 45. Can be adjusted to keep a certain depth. In this way, Case 2 can be achieved. First, when the lower end of the upper-layer hydrophobic material container 42a is adjusted to a certain thickness from the lower end of the lower-layer hydrophobic material container 42b and fixed to the lower-layer hydrophobic material container 42b, the lower-layer hydrophobic material 47 is removed from the ground surface 61. The discharge can be adjusted to a certain depth, and the upper hydrophobic material 47 can be discharged from the lower hydrophobic material 47 with a fixed thickness. As a result, the thickness of the lower layer gradually changes, and the thickness of the upper layer is always constant (Case 2).

  In the present invention, a lower layer adjusting plate fixing guide 46b can be further provided. 4 and 5 are schematic side views showing a two-layer hydrophobic material input portion 41 provided with a lower layer adjusting plate fixing guide 46b of the mobile underdrain drainage pipe embedding device of the present invention. 4 shows a case where the drain pipe 34 is buried deeply, and FIG. 5 shows a case where the drain pipe 34 is buried deeply. A lower layer adjustment plate 43b for leveling the lower layer hydrophobic material 47 is fixed to the lower portion of the lower layer adjustment plate fixing guide 46b. By providing the lower layer adjusting plate fixing guide 46b (the lower layer adjusting plate 43b fixed thereto), the lower layer hydrophobic material 47 is at a certain height from the drain pipe 34 and the upper layer hydrophobic material 47 is removed from the ground surface 61 as described below. It becomes possible to adjust the discharge at a certain depth. In this way, Case 1 and Case 3 can be achieved. FIG. 6 is a cross-sectional view (cross-sectional view of case 1) showing a field or the like in which the drain pipe 34 is embedded with two kinds of hydrophobic materials using the mobile underdrain drain pipe embedding device of the present invention.

  The lower layer adjusting plate fixing guide 46b is provided at the rear of the drain pipe container 33 when viewed from the traveling direction S of the traveling body 2, and the thickness of the side panel and, for example, the discharged lower hydrophobic material 47 is reduced on both sides. A lower layer adjusting plate 43b capable of adjusting the distance (height) to a certain distance above the drain pipe 34 is provided at the rear thereof. The lower layer hydrophobic material container 42b moves inside the side panels on both sides of the lower layer adjustment plate fixing guide 46b, and the lower layer hydrophobic material 47 is fixed to the lower layer hydrophobic material container 42b and the lower layer adjustment plate fixing guide 46b. It passes through 43b and is discharged while being leveled by the lower layer adjusting plate 43b.

  Since the lower adjustment plate fixing guide 46b is fixed to the drain pipe container 33, the two hydrophobic material containers are fixed to each other so as to keep a certain depth from the ground surface 61 independently of the other parts by the drive mechanism 45. The lower layer hydrophobic material 47 passes through the lower layer hydrophobic material container 42b and passes below the lower layer adjustment plate 43b fixed to the lower rear of the lower layer adjustment plate fixing guide 46b. As a result, the discharge can be adjusted at a constant distance (height) upward from the drain pipe 34.

  In this case, the lower layer adjusting plate fixing guide 46b and the rear lower layer adjusting plate 43b are not mixed with the lower layer and upper layer hydrophobic materials, and are related to the raising and lowering of the upper layer hydrophobic material container 42a. In other words, the lower hydrophobic material 47 can be adjusted to be discharged from the drain pipe 34 at a constant height.

  On the other hand, the upper layer hydrophobic material 47 is discharged from the rear of the lower layer adjustment plate fixing guide 46b, and the upper surface position (depth from the ground surface) is the lower portion of the upper layer hydrophobic material container 42a. Therefore, it is possible to adjust the discharge from the ground surface 61 to a certain depth. The upper layer adjusting plate 43a may be separately fixed to the upper layer hydrophobic material container 42a, or may be integrated with the upper layer hydrophobic material container 42a. That is, it is not fixed separately, and the lower edge behind the upper-layer hydrophobic material container 42a may only serve as the upper-layer adjustment plate 43a.

  An example will be described below in which a groove (dark culvert) is formed while moving the traveling body 2 from a direction in which a groove (dark culvert) is deeply formed toward a direction in which the groove is shallowly formed, a drain pipe 34 is provided, and a hydrophobic material is introduced. That is, after the traveling body 2 is moved from the place where the drain pipe 34 should be laid deep to the place where the drain pipe 34 should be laid, and the drain pipe 34 is installed, two types of hydrophobic materials are shown in FIG. The case will be described below as an example (as in case 1).

  That is, first, as shown in FIG. 4, the driving mechanism 45 moves the height of the upper-layer hydrophobic material container 42a and the lower-layer hydrophobic material container 42b upward to start the traveling body 2 in the direction of travel S. And start drilling, drainage pipe laying, and hydrophobic material injection. At that time, the lower hydrophobic material 47 is leveled to a certain distance from the drain pipe 34 by the lower layer adjusting plate 43b fixed to the lower layer adjusting plate fixing guide 46b. On the other hand, the upper layer hydrophobic material 47 is supplied with a thicker layer (a constant distance from the ground surface) by the upper layer adjusting plate 43b positioned above.

  Next, as the drain pipe 34 is installed, the drain pipe 34 is gradually moved to a shallower one, and accordingly, as shown in FIG. The height of the lower layer hydrophobic material container 42b is moved downward. In FIG. 5, the lower layer hydrophobic material 47 is leveled at a constant distance from the drain pipe 34 by the lower layer adjustment plate 43b fixed to the lower layer adjustment plate fixing guide 46b. On the other hand, the upper layer hydrophobic material 47 is thrown into a thin layer (a constant distance from the ground surface) by the upper layer adjusting plate 43a that has moved downward.

Thereby, the field etc. which buried the drain pipe 34 with two types of hydrophobic materials as shown in FIG. 6 are completed. Particularly preferred embodiments of the present invention are as follows.
That is, the hydrophobic material charging unit 41 averages the lower hydrophobic material 47 supplied from the lower hydrophobic material container 42b to the groove so that the distance from the drain pipe 34 is constant by the lower adjustment plate 43b. ,
Thereafter, the upper-layer hydrophobic material 47 supplied from the upper-layer hydrophobic material container 42a to the groove is adjusted by adjusting the height of the upper-layer hydrophobic material container 42a independently of the other parts by the driving device. It is the above-mentioned mobile underdrain drainage pipe burying device in which the distance from the ground surface 61 is made constant by an upper layer adjusting plate 43a fixed to the lower rear part of the material container 42a.

  After introducing the hydrophobic material 47, the backfill soil 62 is further filled up to the height of the ground surface 61 on the hydrophobic material upper layer 44a to complete the field and the like.

  In general, underdrainage work using a mobile underdrain drainage burial device is performed during a period of non-use of the field. Specifically, it is from early May to mid-May when the snow melts, and from early September to late October after harvesting. Particularly in Hokkaido, since there is a lot of rain in November and there is snow after that, the period in which work can be suitably performed is only the above period, that is, only 2 to 3 months per year. Therefore, using the mobile underdrain drainage pipe embedding device of the present invention, measurement, excavation, embedding, charging of hydrophobic material, and leveling can be performed in one process, and the necessary underdrain water pipe embedding can be performed in a short period of time. Therefore, there is no waste and it is extremely advantageous for improving the quality of fields and the like.

  EXAMPLES Hereinafter, the present invention will be described more specifically with reference to examples and comparative examples. However, the present invention is not limited to these examples unless it exceeds the gist.

Example 1
Mobile underdrain drainage burial device of the present invention (engine: Cummins (QSC8.3-C260), output: 175 kW, mass: 11500 kg, working size 10000 mm × 2600 mm × 2950 mm, ground pressure: 0.18 kg / cm ² , gradient Management system: manufactured by Topcon (LS-BS / RL-H2Sa).

  Specified persons who are obliged to maintain secrecy in the Rankoshi area farms within the jurisdiction of the Goshi branch office in Hokkaido using the above mobile underdrain drainage burial equipment (specifically, personnel, equipment developers, etc.) However, there was an underground drainage pipe burial work.

  First, a tripod was installed on an extension line of a culvert that did not hinder the work, a transmitter was attached, and a buried gradient was input to the transmitter. Next, the work body was adjusted to a height at which the laser from the transmitter could be received, and the receiving position was aligned and fixed. After fixing, laser information was confirmed, and excavation, drainage pipe laying, and hydrophobic material injection were performed automatically in succession. The traveling body was moved from deep to shallow.

  The excavation width was 20 cm, the depth was 1.0 m, and the length was 180 m. The drain pipe was mounted on the traveling body in a roll shape using a synthetic resin pipe (diameter 80 mm). As the hydrophobic material, a mixture of limestone and gravel was used and charged into the hydrophobic material charging unit using a hydrophobic material transporting machine.

  As a result, the data processing of the received embedding gradient information was automatic control, and the underdrain drainage pipe burying work was completed accurately. In addition, excavation with the excavation cutter did not stop excavation due to gravel or buried wood. Then, immediately after excavation, it was shaped by the wear plate, and the drain pipe could be laid in the center of the groove. Furthermore, the position of the discharge port of the hydrophobic material input part could be adjusted independently of the other parts, and the hydrophobic material could be leveled from the ground surface at a certain depth. Moreover, the number of workers could be reduced, and the culvert drain pipe burying operation was completed safely, and the field having the cross section shown in FIG. 3 was completed.

In addition, this traveling body can adjust the excavation width from a minimum of 15 cm to 40 cm, the depth can be adjusted from 0.6 m to 1.6 m, and can be adapted to a drain pipe having an outer diameter of 100 mm.
As the hydrophobic material, various hydrophobic materials such as limestone, gravel, wood chips, shells, and chaff can be used.

Example 2
Hydrophobic material for lower layer and upper layer provided with a drive mechanism for adjusting the height of the hydrophobic material container independently of the other part in the hydrophobic material charging part instead of using the mobile underdrain drainage pipe embedding device described in Example 1 Underground drainage pipe embedding work as in Example 1 except that a device with a container (fixed to each other) was used and “wood chip” was used as the lower layer and “rice cake” as the upper layer as the hydrophobic material. (Case 2). The same effect as in Example 1 was exhibited, and the underdrain drainage pipe burying operation was completed without problems.

Example 3
Hydrophobic material for lower layer and upper layer provided with a drive mechanism for adjusting the height of the hydrophobic material container independently of the other part in the hydrophobic material charging part instead of using the mobile underdrain drainage pipe embedding device described in Example 1 Using a device provided with a container and a lower adjustment plate fixing guide 46b, the culvert drainage pipe was buried in the same manner as in Example 1 except that “limestone” was used for the lower layer and “gravel” was used for the upper layer as the hydrophobic material. (Case 1). The same effect as in Example 1 was exhibited, the underdrain drainage pipe burying operation was completed without problems, and the field having the cross section shown in FIG. 6 was completed.

Example 4
As shown in FIG. 2, instead of using the drain pipe having no joint described in the first embodiment, a fixed pipe (diameter 80 mm) made of a synthetic resin having a length of 3 m is used as a joint. Underground drainage pipe burying work was performed in the same manner as in Example 1 except that 10 drainage pipes having a length of 30 m were joined to the drainage pipe laying section through the upper part of the traveling body. The same effect as in Example 1 was shown, and the underdrain drainage pipe burying operation was completed without any problem. The standard tube did not come off the joint.

Comparative Example 1
In the mobile underdrain drainage embedment apparatus described in Example 1, when the underdrain drainage pipe embedment work was performed in the same manner as in Example 1 except that a device using a power shovel system was used for the excavation part, It was frequently seen that excavation stopped in buried wood.

Comparative Example 2
In the mobile underdrain drainage embedment device described in the first embodiment, an embodiment is used except that a device that does not provide a drive mechanism for adjusting the height of the hydrophobic material container independently of the other portion is used in the hydrophobic material charging portion. When the underdrain drainage pipe was buried in the same manner as in No. 1, the hydrophobic material was not put in parallel with the ground.

Comparative Example 3
In the mobile culvert drainage burial device described in the second embodiment, the embodiment is used except that a device that does not provide a drive mechanism for adjusting the height of the hydrophobic material container independently of the other portion is used in the hydrophobic material charging portion. When the underdrain drainage pipe was buried in the same manner as in No. 2, the hydrophobic material was not put in parallel with the ground.

Reference example 1
The drain pipe constructed by joining the fixed pipe used in Example 4 in advance as the drain pipe in advance at the joint portion is mounted in a roll shape without being put into the drain pipe laying section through the upper part of the traveling body, and the drain pipe laying section. The culvert drainage pipe burial work, such as the hydrophobic material, was completed without any problems, but it was occasionally seen that the fixed pipe was detached at the joint.

  The mobile underdrain drainage burial device of the present invention performs measurement, excavation, burial, injection of hydrophobic material, and leveling in one process, so the construction speed is fast and there is no impact on farming (planting / harvest). It is widely used for underdrain drainage construction because necessary underdrain distribution pipe burial construction is possible.

DESCRIPTION OF SYMBOLS 1 Mobile underdrain drainage pipe embedding device 2 Traveling body 3 Working body 11 Excavation part 12 Rotating chain 13 Excavation cutter 14 Auger 21 Groove shaping part 22 Wear plate 31 Drainage pipe laying part 32 Weight 33 Drainage pipe container 34 Drainage pipe 35 Standard pipe 41 Hydrophobic material container 42a Upper layer hydrophobic material container 42b Lower layer hydrophobic material container 43 Adjustment plate 43a Upper layer adjustment plate 43b Lower layer adjustment plate 44 Hydrophobic material layer 44a Hydrophobic material upper layer 44b Hydrophobic material lower layer 45 Drive mechanism 46b Lower layer adjusting plate fixing guide 47 Hydrophobic material 51 Light receiving part 52 Laser receiver 61 Ground surface 62 Backfill soil 63 Drainage S Traveling direction of traveling body

Claims (1)

A traveling body,
A laser beam detector for guiding the burial gradient;
An excavation section for excavating the ground with the induced gradient to form a groove;
A groove shaping portion for shaping the formed groove;
A drainage pipe laying section for laying a drainage pipe in the shaped groove;
A hydrophobic material input part for supplying a hydrophobic material to the upper part of the drainage pipe,
Underground drainage pipe burying device having
The light receiving unit is provided with a light receiver that receives laser light from a transmitter in which gradient information is set,
The excavation part is provided with a excavation cutter for excavating the ground on a rotating chain provided with a driving means,
The groove shaping part is provided in parallel with the gradient of the laser light received by the light receiving part, and is provided with a wear plate that shapes the bottom of the excavated groove with pressure,
The drainage pipe laying section is provided with a cylindrical drainage pipe container provided at a drainage pipe outlet with a weight for crimping a drainage pipe laid in the shaped groove, at a lower part of the hydrophobic material container ,
The hydrophobic waterstops insertion portion is a drive mechanism for adjusting independently of the sparse water material container and the hydrophobic waterstops other portion the height of the container is provided, the hydrophobic material supplied from a hydrophobic material container the groove automatic by adjusting independently of the other portion by the driving mechanism to the height of the container the hydrophobic waterstops, by leveling pulled so that the distance from the ground table constant depth of the hydrophobic material of the input It is designed to adjust with
The drain pipe is a fixed pipe, and the fixed pipe is previously joined at a joint portion, and is passed through the upper part of the traveling body and is put into a drain pipe container. A mobile underdrain drainage burial device for automatically burying drainage pipes.

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