JP2013068001A - Recovery device and treatment method of excavation muck and muddy water - Google Patents

Abstract

PROBLEM TO BE SOLVED: To recover/treat a large amount of excavation muck and muddy water generated in excavation construction.SOLUTION: A recovery device 1 is a device for separating and recovering excavation muck and muddy water generated in excavation construction, and includes a container 13 for housing the excavation muck and the muddy water discharged accompanying excavation and a water tank 3 for storing the muddy water that overflows from the container. The container 13 has a discharge hole for discharging the excavation muck sunk on a bottom side. The water tank 3 is arranged at a lower part of the container 13 and receives the muddy water that overflows from the container. In the excavation construction, the discharged excavation muck and muddy water are housed in the container, the excavation muck suck at the lower part of the container is sucked to a vacuum car and transferred, and the muddy water that overflows from the container and is received by the water tank is sent to a turbidity reducing treatment facility. According to the present invention, when separating the excavation muck and the muddy water, since a mechanism of making only the muddy water overflow from the upper part of the container is adopted, the excavation muck and the muddy water are separated easily without using extra power for separation.

Description

  The present invention relates to an apparatus and method for recovering and processing excavation spills and muddy water discharged by excavation work in rivers and dam lakes.

  Excavation work is widely implemented in new construction / maintenance / repair work of bridges and other structures in rivers, dam maintenance / repair work, temporary construction in mountainous areas, etc. The pier disclosed in Patent Document 1 as a representative example Construction / LIBRA construction method is known. Such excavation work is also performed by excavation using the casing disclosed in Patent Document 2, steel pipe / steel pipe sheet pile placing work disclosed in Patent Document 3, and the like.

  In excavation work in rivers and dam lakes, excavation debris is discharged in a short time and a large amount of muddy water is discharged during excavation. If these excavations are left on the site or if turbid water is allowed to flow down on the site, a large amount of excavation and turbid water will cause environmental pollution around the site. Therefore, Patent Document 4 prevents scattering for the purpose of reducing the environmental load. It has been proposed.

Japanese Patent No. 3211673 Japanese Patent No. 3640371 Japanese Patent No. 3708895 Japanese Patent No. 4553629

(Problem of technical matter disclosed in Patent Document 4)
Since excavation using down-the-hole hammers has become rapid, excavations and muddy water are discharged in large amounts in a short time. There was a time when these excavated and muddy water had been left in the vicinity or were washed away, but due to the recent increase in awareness of environmental protection, it is required to restore the state before the start of construction as much as possible. Yes. Therefore, in order to restore the pre-construction state and reduce the environmental burden due to excavation and muddy water, it is required not only to prevent scattering but also to collect them appropriately.

However,
-A dedicated device that has been optimized to perform the process has not been proposed yet.
・ In order to allocate proximity technology as an alternative, large-scale replacement facilities and equipment are required, but it is difficult to secure an occupied space for the facilities and equipment on site.
-It is also difficult to secure workers for operating such large-scale equipment and work space for heavy machinery.

  Moreover, in the method like patent document 4, although excavation and scattering of muddy water are prevented, the disposal, the turbidity reduction, and water purification as the accumulation | storage, transfer, and subsequent generation | occurrence | production soil cannot be implement | achieved. Therefore, in actual construction sites, in most cases, the excavated soil, which is a natural product, is left on the ground, river bed, etc. on rivers, dams, mountain slopes, etc., and turbid water is also returned as it is after dropping. The current situation is that no special processing is performed.

(Problems still required for excavation work)
As mentioned above, in excavation work carried out in rivers and dam lakes, even though a large amount of excavation and muddy water is discharged, the conventional technology still cannot handle them properly, and it is still left untreated or dripping. Is currently being implemented.

  On the other hand, increasing the environmental load on nature due to water sources used for water supply, running of muddy water into the habitats of rare animals and plants, and leaving unexcavated soil is considered a problem. Therefore, it is required to restore the current state to the state before the start of construction as much as possible.

(Object of the present invention)
In view of the above-mentioned problems of the prior art, the object of the present invention is to collect a large amount of excavation debris and turbid water generated during excavation work and to ensure that the excavation debris can be transported without leaving the site. It is providing the apparatus and method of this.

The purpose mentioned above is a device for separating and / or collecting excavation shears and turbid water generated in excavation work, and a container for temporarily storing excavation shears and turbid water discharged during excavation. And a water tank for storing turbid water separated by overflowing from the container, and a digging shear / turbid water recovery device.
The said water tank is arrange | positioned under the said container, and is a structure for receiving the muddy water which overflows from this container. That is, the collection device of the present invention is arranged so that the container is in the upper position and the water tank is in the lower position.
Preferably, the container is formed with a discharge hole for discharging the excavation sunk in the container.

Further, the above-mentioned purpose is a method of separating excavation shears and turbid water generated in excavation construction and treating both or one of them. The excavation shears and turbid water discharged during excavation are stored in a container of a recovery device, and the specific gravity is increased. This is achieved by transferring the excavation sunk below the vessel due to the difference to a transfer tank such as a vacuum car.
The turbid water overflowing from the container and received in the water tank may be sent to a turbidity reduction treatment facility using a water supply hose, a pressure pump, or the like.

  According to the present invention, large-scale drilling and turbid water can be separated, collected, and transferred smoothly even when a large-diameter and large-depth drilling is rapidly performed in a river or a dam lake. The excellent effect of being able to perform construction in consideration of resources is exhibited.

  Further, the recovery device of the present invention uses, for example, the upper construction panel of the jetty / LIBRA method disclosed in Patent Document 1 (Patent No. 3211673) or the casing disclosed in Patent Document 2 (Patent No. 3640371). Excavation work that occurs continuously during excavation by setting it on the conducting material used for the rapid construction of steel pipe and steel pipe sheet pile placing work disclosed in Patent Document 3 (Patent No. 3708955) Since muddy water can be separated and collected easily and reliably, excavation and muddy water can be prevented from returning to the construction site.

  Further, according to the present invention, when separating the excavated ladle and muddy water accumulated in the container, a mechanism is adopted in which only muddy water overflows from the upper part of the container by utilizing the difference in specific gravity between the two. Therefore, excavation and muddy water can be separated easily and reliably without using extra power or mechanism for separation. In addition, due to such a feature, a recovery device having a sorting function can be manufactured at low cost.

  In addition to the method of separating muddy water accumulated in the container and muddy water, there is a method of draining water from the bottom by configuring the container bottom with a mesh (mesh member) or the like in addition to the method of overflowing muddy water from the upper part of the container. Conceivable. However, in the latter method, there is a problem in that the strength of the bottom of the container is insufficient, so that it cannot withstand the weight of excavation and turbid water, and the mesh at the bottom of the container is clogged by the excavation and causes malfunction.

  Further, according to the present invention, since a large amount of excavated waste and turbid water discharged by excavation work are separated and recovered, the recovered excavated waste can be treated as it is, or reused as a backfill material, On the other hand, the collected turbid water can be discharged as it is after being subjected to turbidity reduction processing or the like.

  Further, according to the present invention, most of the turbid water contained in the container of the recovery device is separated and recovered by overflowing from the upper part of the container, so that the stagnation temporarily occurs in the recovery path of the excavation shear. Even if it does not interfere with the separation of muddy water.

  In submerged excavation and the like, turbid water is often discharged in a volume that greatly exceeds the excavated soil, but the excavation shear and turbid water can be separated and collected as in the present invention to greatly improve the excavation shear transfer efficiency. it can. (If excavation debris is mixed with a large amount of muddy water, the transfer cost and labor of excavation debris will be greatly increased because the muddy water will compress the capacity of the excavation debris transfer tank if it is transferred to an industrial waste treatment plant, etc. Swells up.)

  In addition, even when the collected turbid water is subjected to turbidity reduction treatment, the burden on the turbid water treatment facility can be greatly reduced by being separated from excavation in advance, and can be discharged quickly to clean water.

It is a top view which shows the jetty panel used by jetty construction. It is a perspective view which illustrates one process of jetty construction, Comprising: The mode that the jetty panel shown in FIG. 1 is conveyed to the design position with the crane is shown. It is a perspective view which shows the next process of FIG. 2, Comprising: The jetty panel extended in the cantilever shape is utilized for a guide, and it has shown a mode that the casing which makes a bridge pier is laid. It is a figure which shows the excavation apparatus provided with the down-the-hole hammer used for excavation construction. It is a top view which shows the excavation shear and muddy water collection | recovery apparatus of this invention. It is a schematic sectional drawing of the excavation shear and muddy water collection | recovery apparatus of FIG. It is a figure which shows the mode of excavation construction using the excavation shear and muddy water collection | recovery apparatus of this invention. It is a figure which shows a mode that the excavation shear is moved to the tank for transfer using the excavation shear and muddy water collection | recovery apparatus of this invention. It is a top view which shows other embodiment of the water tank used for excavation shear and muddy water collection | recovery apparatus.

The present invention is used in excavation processes for discharging excavated shear and muddy water.
In the following description, pier construction using a down-the-hole hammer is cited as an example of construction including such excavation process.

(Overview of pier construction)
First, an outline of pier construction to which the present invention can be applied will be described with reference to FIGS.
FIG. 1 is a plan view showing a pier panel 6 used in pier construction.
FIG. 2 is a perspective view illustrating one step of the pier construction, and shows a state where the pier panel 6 shown in FIG. 1 is transported to the design position by a crane.
FIG. 3 is a perspective view showing the next step of FIG. 2, and shows a state in which a pier panel 6 that is a cantilever pier is placed using a jetty panel 6 extended in a cantilever manner as a guide.

  In the pier construction, a plurality of unit-like pier panels forming one unit of the superstructure of the pier are used. The pier panel 6 shown in FIG. 1 mainly includes a main frame 61 and a guide frame 63 (casing guide frame) connected to the main frame.

  The main frame 61 has a connecting member 65 that is connected to an existing jetty panel. The guide frame 63 has a guide pipe 67 that guides the casing and keeps the vertical when it is driven, and a plate-shaped coupling metal 69 that is coupled to the next jetty panel. The guide pipe 67 has an insertion hole 68 for inserting the casing.

  When the pier is constructed using the pier panel 6 having the above-described configuration, first, as shown in FIG. 2, the pier panel 6 is lifted by a crane and transported to the extension point (the tip position of the completed pier). Subsequently, the transported pier panel 6 is connected to the existing girder (existing pier panel) on the tip side of the pier completed part, and as shown in FIG. 3, the pier panel 6 is projected from the pier completed part. Is cantilevered.

  Next, as shown in FIG. 3, the casing 7 constituting the pier is inserted into the guide pipe 67 of the extended pier panel 6 and the casing 7 is placed vertically on the ground where the pier panel is to be placed using the pier panel as a guide material. Build. Subsequently, a down-the-hole hammer 85 of the excavator 8 to be described later is inserted through the built-in casing 7. In the illustrated embodiment, a steel pipe pile is used as an example of the casing. However, pipes such as a steel pipe sheet pile and a digging casing are included in the casing to which the present invention can be applied.

  When the excavation bit of the down-the-hole hammer 85 protrudes from the tip of the casing 7, the casing 7 is driven at the same time while excavating the target ground with the down-the-hole hammer, and then the head of the installed casing is fixed to the guide pipe 67. In the example shown in the figure, every time one pier panel is extended, three casings are driven and these heads are fixed to the guide pipe 67. Through the above steps, the construction work of the upper structure and the lower structure for one unit (one pier panel) is completed.

  The pier is completed by repeating the steps described above and continuing to extend a plurality of pier panels 6.

(Drilling equipment)
Next, based on FIG. 4, the structure and effect | action of an excavation apparatus used by excavation construction in the pier construction mentioned above are demonstrated. FIG. 4 is a view showing the excavator 8 provided with the down-the-hole hammer 85 used for excavation work.

  As shown in FIG. 4, the excavation device 8 mainly includes a rotary drive device 81 (digging machine) suspended by a crane, a substantially sleeve-shaped earth removal cap 83 fixed to a lower portion of the drive device, It has a down-the-hole hammer 85 connected to the rotary drive device 81 through the inside of the soil removal cap, and a cover 87 for preventing digging and scattering of muddy water. The excavator 8 is used for driving the casing 7 while excavating the ground.

The rotational drive device 81 rotationally drives the down-the-hole hammer 85 below it.
The down-the-hole hammer 85 has a hammer shaft 91 having a piston for generating a striking force therein. The upper end side of the hammer shaft 91 passes through the inside of a substantially sleeve-shaped earth removal cap 83 and is operably connected to the rotary drive device 81. On the other hand, an excavation bit 93 for excavating the ground is provided at the tip of the hammer shaft 91.
At the time of casting the casing, as shown in FIG. 4, the down-the-hole hammer 85 is inserted into the inner space of the casing 7, the excavation bit 93 is projected from the tip of the casing, the excavation bit is set in an expanded state, and the target ground is excavated. .

  As shown in FIG. 4, the scattering prevention cover 87 has an elastic bellows structure and is formed in a cylindrical shape. The scattering prevention cover 87 is fixed to the soil removal cap 83 so as to surround the periphery of the casing 7 to be driven. While preventing excavation and scattering of muddy water, it plays a role of guiding them into the container of the recovery device 1 described later.

  When excavation is performed using the excavator 8 having the above-described configuration, rotary excavation is performed while continuously hitting the ground to be excavated. Excavated soil (excavated soil) and turbid water generated during excavation are blown up in an air lift manner using the driving air of the down-the-hole hammer. The blown-up excavation and muddy water rides on the air flow and passes through the inner space of the casing (specifically, the earth removal path consisting of the gap between the inner wall of the casing and the outer wall of the down-the-hole hammer). It ejects from the opening.

  As shown in FIG. 4, the excavated shear and muddy water ejected from the upper portion of the casing 7 are discharged to the outside through a gap between the upper portion of the casing and the soil removal cap 83. The excavated shear and muddy water discharged through the soil removal cap 83 pass through the gap between the outer wall of the casing 7 and the scattering prevention cover 87 and fall downward along the outer wall of the casing 7. Since the scattering prevention cover 87 surrounds the periphery of the casing 7 to be placed, the discharged excavation and muddy water is not scattered around the airflow. Therefore, by using the excavation device having the above-described configuration, excavation shears and turbid water are surely dropped into a container of the recovery device 1 described later without scattering.

  The down-the-hole hammer advances by excavating the target ground while discharging the excavated shear and muddy water out of the casing according to the principle described above. Therefore, if the ground is excavated with the down-the-hole hammer inserted into the casing, the casing follows the down-the-hole hammer, so that the casing is driven simultaneously with the excavation.

(Drilling and muddy water recovery equipment)
Next, based on FIGS. 5-7, the structure of the excavation shear and muddy water collection | recovery apparatus which concerns on this invention is demonstrated.
FIG. 5 is a plan view showing the excavation shear / turbid water recovery device 1 of the present invention.
FIG. 6 is a schematic cross-sectional view of the excavation shear / turbid water recovery device of FIG.
FIG. 7 is a diagram showing a state of excavation work using the excavation shear / turbid water recovery device 1 of the present invention.
Hereinafter, the excavation shear / turbid water recovery device is abbreviated as “recovery device”, and the excavation shear mixed with muddy water is referred to as “slime” as necessary.

  The recovery device 1 includes a main body 2 that separates excavated sludge and muddy water and mainly discharges the excavated sludge, and a water tank 3 that receives muddy water that has been separated from the container 13 of the main body. The main body 2 and the water tank 3 are arranged so as to have a vertical positional relationship.

  The main body 2 of the recovery apparatus mainly includes an insertion hole 11 through which a casing to be driven can be inserted, a container 13 surrounding the insertion hole, and a pocket 17 (slime reservoir) for temporarily storing slime discharged from the bottom of the container. ) And a discharge pipe 19 for discharging the slime in the pocket to the external tank. Furthermore, the main body 2 is provided with stagnation prevention means for preventing stagnation of excavation in the container 13 and promoting discharge. Details of the stagnation prevention means will be described later.

  The circular container 13 is mainly provided at a bottom plate 21 (bottom portion) whose center portion is hollowed out, a tubular inner wall 22 (wall body) provided at a circular inner edge portion of the bottom plate, and a circular outer edge portion of the bottom plate. And an annular outer wall 23 (wall body). The inner wall 22 and the outer wall 23 are provided so as to form concentric circles in plan view. In the container 13, an accumulation space 24 is formed for accommodating excavated ladle and muddy water that have fallen through the anti-scattering cover.

As shown in FIG. 5 and FIG. 6, the bottom plate 21 is formed with a discharge hole 26 for discharging the excavated shear that has settled downward in the accumulation space 24.
The inner wall 22 has the insertion hole 11 on the inner side. This inner wall also functions as a casing guide when the casing is placed.
The outer wall 23 is provided so as to surround the storage space 24 while being inclined outward.

  A pocket 17 is provided below the discharge hole 26 of the bottom plate 21, and slime that freely falls through the discharge hole 26 of the bottom plate is temporarily stored in the pocket. Further, the pocket 17 is provided with a discharge hole for discharging the slime stored therein, and a slime discharge pipe 19 is connected to the discharge hole. The slime discharge pipe 19 is connected to a transfer tank (for example, a tank of a vacuum vehicle) via a hose.

  The dynamic stagnation prevention means mainly includes a ring gear 31 (rotating body) having a diameter substantially equal to the inner diameter on the upper side of the outer wall 23, and a ring gear fixture 33 for supporting the ring gear 31 so as to be slidably rotatable. A stirring member 35 (slime stirring plate) that rotates integrally with the ring gear 31 to stir the excavated shear in the storage space 24 and a motor 37 that rotates the ring gear 31 are provided. This stagnation prevention means can be said to be a “dynamic means” because the tangible stirring member 35 moves around in the container 13 to prevent stagnation of excavation and promote flow.

  The annular ring gear fixture 33 in plan view is fixed to the upper end of the outer wall 23 and has a substantially U-shaped cross-sectional shape as shown on the left side of FIG. The ring gear fixture 33 has a guide groove 34 that accommodates the gear portion 39 of the ring gear 31 so as to be slidably rotatable.

The ring gear 31 is provided so that the center of the circular container 13 is the center of rotation. The ring gear 31 includes a ring portion 38 that holds the stirring member 35 in an upright state, and a gear portion 39 that projects in a flange shape on the outer wall side of the ring portion.
The ring portion 38 is positioned in contact with the upper inner wall surface of the outer wall 23 so as to function as a wall body in cooperation with the outer wall 23.
The flange-like gear portion 39 is supported by the ring gear fixture 33 in a state of being fitted in the guide groove 34 so as to be slidably rotatable, and meshed with the gear 36 of the motor shaft.

  The stirring members 35 are plate-like members provided so as to partition the storage space 24 in the container. In the embodiment shown in FIG. 5, four stirring members 35 are provided at regular intervals. Each stirring member 35 is provided so as to substantially contact the upper surface of the bottom plate 21, the outer wall surface of the inner wall 22, and the inner wall surface of the outer wall 23, and is fixed to the inner wall of the ring gear 31. In the present embodiment, the stirring member 35 is provided so as to be inscribed in the inner surface of the container to such an extent that the rotation of the stirring member 35 is not hindered. May be.

  The water tank 3 is for receiving turbid water overflowing from the upper part of the container 13, and is provided below the main body 2 so as to function like a tray. An insertion hole 4 through which a casing to be driven can be inserted is formed at the bottom of the water tank 3, and is placed and fixed on a guide frame 63 (see FIG. 1) when used in the pier construction described above. The insertion hole 4 of the water tank 3 has substantially the same diameter as the insertion hole 11 in the inner wall 22 as shown in FIG.

  When the excavation shear and muddy water are mixed and accumulated in the container 13, there is a difference in specific gravity, so that the excavation shear settles down the container, and when the capacity of the container 13 is full, only the muddy water overflows from the upper part of the container. The muddy water overflowing from the container 13 is accumulated in the lower water tank 3 without flowing down around. The muddy water accumulated in the water tank 3 is promptly sent to the turbidity reduction processing facility by a water supply hose and a pressure pump (not shown). In addition, although the insertion hole 4 is formed in the bottom part of the water tank 3, since the inner wall 22 blocks up as shown in FIG. 6, the muddy water in a water tank does not leak from the insertion hole 4. FIG.

(Drilling and turbid water treatment method using recovery equipment)
Next, a method for treating excavated and muddy water using the recovery apparatus 1 having the above-described configuration will be described.

  In using the recovery device 1 in the pier construction shown in FIGS. 2 and 3, first, as shown in FIG. 7, the water tank 3 is placed and fixed on the guide frame 63 directly above the planned casing placement position, Subsequently, the main body 2 is placed and fixed on the upper surface of the bottom of the water tank so that the water tank 3 forms a tray. At that time, the guide pipe 67 of the jetty panel 6, the insertion hole of the water tank 3, and the inner wall 22 of the main body 2 are positioned so as to be substantially concentric when viewed from above. That is, the insertion holes of the guide pipe 67, the water tank 3, and the main body 2 are matched in plan view. Thereby, since each insertion hole 68,4,11 opposes substantially concentric form, the casing 7 which passed through each insertion hole can be maintained vertically.

  When the water tank 3 is fixed on the guide frame 63 by the above procedure and the main body 2 is fixed on the water tank 3, the slime discharge pipe 19 leading to the pocket 17 is connected via the suction hose 51 as shown in FIG. Connected to the tank of the vacuum car 53. When starting to place the casing 7, the motor 37 of the recovery device 1 is operated to continuously rotate the stirring member 35 and simultaneously the suction device of the vacuum wheel 53 is operated.

  In the excavation process, as shown in FIG. 7, excavation and driving are simultaneously performed in the procedure described above using the excavator 8 through the casing 7 through the insertion holes 11 and 4 of the recovery device 1 and the insertion hole 68 of the guide pipe 67. Let The excavation scrap cut out in the excavation process is blown up together with muddy water through the gap between the down-the-hole hammer 85 and the casing 7 by the air lift effect as indicated by arrows in FIG.

  The excavated shear and muddy water discharged from the upper part of the casing 7 strikes the soil removal cap 83 and changes its direction in the falling direction, and then falls due to its own weight. Since the periphery of the casing 7 is surrounded by the scattering prevention cover 87, excavation scraps and muddy water do not scatter around and are guided to the lower recovery device 1 along the outer periphery of the casing.

  In excavation work in rivers, dam lakes, etc., a large amount of excavation and turbid water are mixed in a short period of time, and they fall around the casing 7 and fall into the container 13 as they are. At this time, the load of excavation and muddy water accumulated in the container 13 and the load of the recovery device 1 are supported not by the crane but by the pier side.

  The excavation piling and a large amount of muddy water that pours into the container 13 are temporarily accumulated in the container, and the excavation debris having a large specific gravity sinks in the container. When excavation and muddy water accumulates to the full capacity of the container 13, muddy water mainly starts to overflow from the upper part of the container. The turbid water that overflows and is separated from the container 13 is received by the water tank 3 below the container, and is quickly sent to the treatment facility for reducing turbidity. In addition, if the turbidity of the separated muddy water is low enough to cause no problem even if it is discharged, it may be discharged as it is without being sent to the treatment facility.

  On the other hand, since the stirring member 35 continues to operate in the container 13 of the recovery apparatus, the excavated sediment that has settled down below the container does not stagnate and consolidate. That is, the excavation shear that has settled down in the container 13 is disturbed by the stirring member 35 that continues to rotate, and is guided to the discharge hole 26 of the bottom plate 21, so that the stirring member 35 passes over the discharge hole 26. The excavated lath falls by its own weight and is stored in the pocket 17.

  Depending on the suction conditions and the like, there may be a situation where the pocket 17 is temporarily filled mainly with excavation shear, and the excavation shear cannot fall from the discharge hole 26, but even in that case, the stirring member 35 is continuously operated. In this case, the waiting excavation in the container 13 does not stagnate and solidify. Then, the excavation shears waiting in the container are urged to flow by the stirring member 35 and are guided to the discharge hole 26, and eventually fall from the discharge hole 26 as the suction and stirring progress.

  By the operation of the agitating member 35 described above, slime (mainly excavation shear) flows into the pocket 17 below the discharge hole 26 of the bottom plate 21 one after another. The slime discharge pipe 19 connected to the pocket 17 is connected to the tank of the vacuum wheel 53 via a suction hose 51 as shown in FIG. Therefore, the slime that has fallen through the discharge hole 26 is quickly sucked out when accommodated in the pocket 17 and is quickly transferred to the tank of the vacuum wheel 53 through the suction hose 51.

  The slime transferred to the tank of the vacuum vehicle 53 is transported to the treatment plant by the vacuum vehicle and processed for industrial waste or reused as a backfill material or the like.

(Other embodiments and modifications)
The above-described embodiments are merely examples, and various embodiments and modifications can be employed within the scope of the claims.

  That is, the excavation work to which the recovery device of the present invention can be applied is not limited to the work using the down-the-hole hammer and the pier work as described above, and can be used in any excavation work that generates excavation shear and muddy water.

  Further, the water tank 3 of the recovery device 1 may be of any shape and size as long as it can catch the muddy water overflowing from the upper body 2. For example, as shown in FIG. 9, when used in continuous construction such as piles that are arranged adjacent to each other, the water tank 3 provided with a plurality of insertion holes of a size and shape that covers the top of the plurality of piles is excavated. It may be used by being installed on a conductive material (H-shaped steel) for (pile driving). In this case, a cover 5 is put on the insertion hole 4 other than that currently being placed to prevent the muddy water from flowing out. By using such a water tank, the setting for the next placement can be completed simply by shifting the position of the main body 2 with respect to the fixing of the water tank 3 at one time. Since this can be ensured, the casing placing work can be efficiently advanced.

  Further, the excavation transfer means is not limited to a vacuum vehicle, and any means having a transferable tank can be used. Further, the means for transferring the excavation debris from the recovery device to the transfer tank is not limited to suction by a vacuum vehicle, and for example, the excavation debris that has settled in the container may be transferred manually.

  Further, as a means for assisting the separation of muddy water, a drain hole (including a mesh, a slit, etc.) for discharging muddy water may be provided on the upper side of the outer wall 23. The muddy water discharged from this drain hole is received by the lower water tank together with the overflowed muddy water.

  Further, the mode of the agitating member 35 is not limited to the plate-like member as shown in FIG. 6, and any movable tangible object that prevents stagnation and consolidation of excavation in the container can be adopted. More preferably, it promotes flow to

  Further, the bottom plate 21 of the container 13 is not limited to a horizontal plate as shown in FIG. 6, and the upper surface of the bottom plate may be inclined so that the excavation shear easily flows toward the discharge hole 26.

  Moreover, the casing used in excavation construction is not limited to the steel pipe pile used in the pier construction shown in FIGS. 2 and 3, and may be pipes such as a steel pipe sheet pile or excavation casing.

(Industrial applicability)
The excavation work to which the recovery device of the present invention can be applied is not limited to the pier construction as shown in FIGS. 2 and 3, and can be applied to any excavation work site where excavation shears and muddy water are discharged.

1 Excavation / turbid water recovery device (Excavation / turbid water separation device)
2 Body 3 Water tank (turbid water receiver)
4 Insertion hole 5 Lid 6 Pier panel 7 Casing 8 Excavator 11 Insertion hole 13 Circular container 17 Pocket (slime reservoir)
19 Slime discharge pipe 21 Bottom plate (bottom)
22 Inner wall (inner wall)
23 Outer wall (outer wall)
24 storage space 26 discharge hole 31 ring gear (rotating body)
33 Ring gear fixture 34 Guide groove 35 Stirring member (slime stirring plate)
36 Motor shaft gear 37 Motor 38 Ring part 39 Gear part 41 Muddy water discharge hole 43 Mesh 51 Suction hose 53 Vacuum wheel 61 Main frame 63 Guide frame (casing guide frame)
65 Connecting member 67 Guide pipe 68 Insertion hole 69 Connecting bracket 81 Rotation drive device (digging machine)
83 Discharge cap 85 Down-the-hole hammer 87 Anti-scattering cover 91 Hammer shaft 93 Excavation bit 101 Hopper 103 Conveyor 105 Slope

Claims (5)

  In an apparatus for separating excavation spills and turbid water generated during excavation and collecting both or one of them, a container for temporarily storing excavation spills and turbid water discharged during excavation, and overflowing from the container And a water tank for storing muddy water separated by the digging and muddy water collecting device.   In an apparatus for separating excavation shears and turbid water generated during excavation and collecting both or one of them, a container for temporarily storing excavation shears and turbid water discharged along with excavation, and below the container An excavation shear / turbid water recovery device having a tank for receiving muddy water overflowing from the container.   The excavation shear / turbid water recovery device according to claim 1 or 2, wherein an exhaust hole for discharging excavation shear submerged in the container is formed in the container. In a method for separating excavation shears and turbid water generated by excavation and treating both or one of them,
The excavation debris and turbid water discharged during excavation are stored in the container of the recovery device according to claim 1 or 2, and the excavation debris submerged in the lower part of the container due to the difference in specific gravity is transferred to the transfer tank and transferred A drilling and muddy water treatment method characterized by   5. The excavation / turbid water treatment method according to claim 4, wherein turbid water overflowing from the container and received in a water tank is sent to a turbidity reduction treatment facility.