KR101020263B1 - Apparatus and method for taking underground water in non-power by horizontal or upward slope digging of a mountain incline exposed on the ground - Google Patents

Abstract

The present invention relates to an apparatus and method for allowing groundwater to be taken out without power by horizontal or upward slope excavation of a mountain slope exposed to the ground. To this end, the present invention is an excavation base formed on the slope of the mountain exposed to the ground; Horizontal excavation holes which are excavated horizontally or upwardly to the mountain so that the groundwater can be discharged to the outside and collected from the excavation base formed on the slope of the mountain; A grouting casing inserted into the excavation hole; A pollution prevention order wall formed by the grouting liquid injected between the grouting casing and the horizontal drilling hole; Characterized in that it consists of a water supply pipe connected to the grouting casing to induce the groundwater flowing out from the horizontal drilling hole,

In addition, the grouting casing for forming the anti-pollution order wall is installed to prevent the inflow of drift contaminated groundwater is installed by installing a packer at the end of the inserted depth and the packing is attached to the excavation surface grouting liquid injected It is characteristic that this leakage is prevented.

Anti-pollution water barrier wall, horizontal excavation hole, excavation base, shielding packer, grouting casing, water supply pipe

Description

Apparatus and method for taking underground water in non-power by horizontal or upward slope digging of a mountain incline exposed on the ground}

The present invention relates to a groundwater intake device and method, and more particularly, starting with an excavation base formed on a slope of a mountain, the horizontal drilling hole horizontally or upwardly sloped toward the mountain so that the groundwater can be discharged to the outside without water. After forming, inserting and installing grouting casing, construct the pollution prevention water barrier and connect the water supply pipe so that the ground or horizontal slope of the mountain slope exposed to the ground can be installed in the park or the hiking trail where the groundwater can be taken in without power. The present invention relates to an apparatus and a method for allowing groundwater to be taken out without power due to an upward slope excavation.

Conventional weak water springs generally have a large amount of groundwater, which gradually leaks from the surface near the surface. Of course, there is an example of collecting water flowing down through the deciduous layer in the forest and using it as a spring water in the spring ground.

The common feature of these springs is that when there is a lot of rain, turbidity is increased due to suspended substances, making them unsuitable for drinking water, or they are contaminated with yeastia bacteria due to feces such as wild beasts. In addition, due to the limitations that cannot be free from surrounding pollutants due to the environment that is always exposed to the surrounding environment, water pollution accidents caused by Escherichia coli, general bacteria, etc. occur frequently, and a separate sterilization device is installed. It was true that measures were always lacking to secure water quality in the spring ground. In addition, such weak springs are highly affected by the function of the topsoil layer, so the water in the springs can not be dried during dry periods such as autumn or winter, which makes it uncomfortable.

In order to alleviate this inconvenience and to always supply sanitary mineral water, some mineral springs may take the form of developing rock groundwater, but in these facilities, drill holes are formed at a depth of 100 meters or more underground. In order to pump and supply groundwater at several tens of meters or less, an underwater motor pump was installed inside the excavation hole, and the groundwater was supplied to the water supply tank installed on the ground through the pump. The groundwater pumped from the excavation hole is stored in the water tank and then supplied to the residents using the water spring. The groundwater stored for a long time has a low freshness, and a separate sterilization device is installed to prevent bacterial growth in the water tank. Had to be supplied.

In particular, if rock groundwater is developed and supplied as weak water, a separate power supply construction is required to operate the submersible water pump, as well as parks that are located in deep mountains such as national parks or on general hiking trails. Since power could not be secured, there was a limit to supplying rock groundwater with weak water. Of course, even if all these facilities were equipped, it was natural that the water supply would be interrupted when the facility broke down or maintenance was performed.

On the other hand, the mountain usually forms a slope and its height increases gradually, and in the case of one mountain, the overall shape has a triangular shape, but when the mountains are connected, the mountain has a slope and widens downward. As you go upward, it becomes narrower. Even in the mountains, the topsoil layer is generally composed of soil layers, gravel layers, and weathered rock layers, in which mixed leaves and soils are mixed. On the other hand, when excavating the underground layer below the ground in the vertical direction, the rock is composed of soil layer, weathered rock layer, soft rock layer, ordinary rock layer, and hard rock layer. Even excavation in the horizontal direction from the surface of the mountainous land passes through these layers without much difference from the excavation of the general surface vertically. Groundwater in the strata is also present in various strata, ranging from weathering to rock aquifers, and this lack of groundwater is vertically below ground level, as is the case when excavating the underground vertically or horizontally in mountainous areas. Excavation or horizontal excavation in mountainous areas can be understood as a means of taking ground water flowing in the strata, although the angle of excavation is different. This phenomenon can also be understood through the field case where a large amount of groundwater is found and acted in a tunnel excavation process in which a road is normally excavated in a horizontal direction. However, until now, the method of collecting groundwater through horizontal excavation has been carried out by digging down the surface to the depth of about 25 meters with a diameter of about 3 meters to collect a large amount of ground water, and then forming a cylindrical water collecting well made of concrete structure. Most of them took the form of horizontal excavation about 100 meters long inside the sump and pumped the groundwater introduced through this horizontal excavation hole to the ground again by using the submersible pump installed inside the sump. It was a use case for. As described above, these facilities have been concentrated in facilities for collecting a large amount of surface groundwater and utilizing them for agriculture or industrial purposes. Naturally, a large amount of electricity was required for the operation of the facility, and due to the characteristics of the facility, it was impossible to collect rock groundwater, so a separate water treatment facility was necessary to drink it.

On the other hand, in the case of geothermal excavation holes that excavate to the lower surface of the earth to use geothermal heat, which is called renewable energy, a sewage pump for pumping a separate ground water is installed inside the excavation hole, and the groundwater pumped by the deep well pump Circulated through the geothermal heat exchanger to exchange heat, and then the groundwater with the changed temperature is circulated back into the excavation hole. These facilities usually have a groundwater level of several meters to several tens of meters below the ground during operation inside the groundwater drilling rig, and the driving power cost is so high that the energy saving efficiency is inevitably lowered. . Therefore, measures have been sought to increase the operation level, for example, filling the water inside the excavation hole, but groundwater flows through the multiple breakers inside the excavation hole. Flowing out and out, there was no choice but to limit the replenishment.

The present invention is to solve the above-mentioned problems, the excavation in a horizontal or upward gradient on a mountain slope, so that the groundwater can be discharged even in the absence of a power device to the ground by the deep mountain without a power supply park or hiking trail The groundwater can be supplied to the back ground with weak water as well as a grouting casing in horizontal drilling holes to fundamentally block pollutants such as drift water flowing through the topsoil layer. It is an object of the present invention to provide a weak spring apparatus and a method for the intake of groundwater without power by horizontal or upward slope excavation of a mountain slope exposed to the ground.

In addition, another object of the present invention is to reduce energy costs required for the operation of the facility by significantly lowering the circulating water of groundwater in the facility using geothermal heat to enable energy saving.

In order to achieve the object as described above, the device for allowing the groundwater to be taken out with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, the excavation base formed on the slope of the mountain exposed to the ground and ; Horizontal excavation holes which are excavated horizontally or upwardly to the mountain so that the groundwater can be discharged to the outside and collected from the excavation base formed on the slope of the mountain; A grouting casing inserted into the excavation hole; A pollution prevention order wall formed by the grouting liquid injected between the grouting casing and the horizontal drilling hole; It is characterized by consisting of a water supply pipe connected to the grouting casing to induce the groundwater flowing out from the horizontal drilling hole.

In addition, the grouting casing for forming the anti-pollution order wall is installed to prevent the inflow of drift contaminated groundwater is installed by installing a packer at the end of the inserted depth and the packing is attached to the excavation surface grouting liquid injected It is characterized by preventing this leakage.

And, in the weak ground excavation method that allows the groundwater to be taken out with no power by the horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention, the excavation equipment to the excavation base determined as the excavation point on the mountain slope exposed to the ground Setting process; Excavating and drilling a mountain slope in a horizontal or upward direction; Inserting a grouting casing to form a pollution prevention order wall; It is characterized in that the process consisting of collecting ground water by connecting the water supply pipe to the excavation hole.

In another way,

Setting excavation equipment on an excavation base determined as an excavation point on a mountain slope exposed to the ground; Excavating and digging a mountain slope; Inserting a grouting casing to form a pollution prevention order wall; Further digging and digging until the groundwater is discovered; It is characterized in that the process consisting of collecting ground water by connecting the water supply pipe to the excavation hole.

In another way,

Setting excavation equipment on an excavation base determined as an excavation point on a mountain slope exposed to the ground; Excavating and digging a mountain slope; Blasting the explosives inside the excavation hole by blasting; Inserting a grouting casing to form a pollution prevention order wall; It is characterized by consisting of a process of collecting ground water by connecting a water supply pipe to the excavation hole.

In another way,

Setting excavation equipment on an excavation base determined as an excavation point on a mountain slope exposed to the ground; Excavating and drilling a mountain slope in a horizontal or upward direction; Inserting a grouting casing to form a pollution prevention order wall; Installing a geothermal return pipe inside the horizontal drilling hole; It is characterized by consisting of a process for supplying ground water by connecting a water supply pipe to the excavation hole.

According to the weak spring apparatus and method which allows the groundwater to be taken out with no power by the horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention, the excavation is carried out in the horizontal direction from the slope in the ground of the mountainous region The groundwater is allowed to withdraw the rock aquifer groundwater that has passed through the rock bed, and the casing is pressed in the horizontal direction and grouting liquid is injected into the space between the casing and the topsoil layer so that the drift water of the topsoil layer does not flow into the excavation hole. Although the grouting liquid injected in this process is filled in the horizontal direction, it is filled up from the downward direction to prevent the phenomenon of voids, so that the injection port is closed and only the injection hose inlet and the outflow water outlet are formed. It was configured to inject.

In the case of the present invention, the excavation of the slopes of the mountainous region is possible to collect rock ground aquifer groundwater, as well as having a characteristic that can be taken without a separate pumping equipment or power due to the characteristics of the horizontal excavation, it is difficult to supply electric power It may be possible to use a weak spring facility that can be easily used, such as hiking trails. In addition, for the horizontal excavation hole, if the ground heat exchanger tube and the heat exchanger are installed, the groundwater heat exchanged from the horizontal excavation hole may naturally come back, thereby greatly reducing the circulation water, thereby greatly reducing the operating power cost required for the groundwater circulation. As it can be effectively used in geothermal systems, it can also reduce cooling and heating costs.

The present invention will now be described in detail with reference to the accompanying drawings.

In the following description of the present invention, if it is determined that specific descriptions of related known functions or configurations may unnecessarily obscure the subject matter of the present invention, the detailed description thereof will be omitted.

It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory and are intended to provide further explanation of the invention as claimed.

1 is to excavate a horizontal drilling hole 60 in the horizontal direction using an excavation equipment (not shown) on the inclined surface (2) of the mountain (1) to take the rock groundwater (6) in the rock layer (5) without force It shows the form. The soil topsoil layer 3 and the gravel layer 4 present on the surface of the inclined surface 2 are generally located at the tip portion of the horizontal excavation hole 60. The drift water contaminated from the soil surface layer 3 and the gravel layer 4 In order to prevent the inflow to the depth of the rock line to prevent the contamination wall (8) to form around the horizontal excavation hole (60) and the water supply pipe (30) was drawn out.

Reduction of the cross section downward so that the drilling bit (not shown) installed in the drilling rig for setting up the drilling rig or for drilling excavation can be put in place along the inclined surface 2 as shown in FIG. An excavation base 10 made of inverted trapezoidal concrete with a length of the base to be used is used.

The excavation base 10 is installed on the inclined surface 2, the grouting casing 20 is inserted and fixed in the excavation base 10, and then the anchor bolt 13 is inserted into the inclined surface 2 to inject the grouting liquid or the epoxy material. Fastening by fastening with a tightening nut 12 on the excavation surface wall 19 (referring to a wall surface formed naturally in the step of forming the excavation base 10 and exposed to the ground part in a vertical direction). The base 10 was firmly fixed to the inclined surface 2.

First, in order to excavate the inclined surface (2) in the mountain (1) place, it is necessary to build an excavation base (10) to set the equipment.

The excavation base 10 means all forms that are artificially formed, and removes gravel and soil from the inclined surface 2 or concrete so that the excavating bit can be seated separately from the act of matching the excavation bit to the inclined surface 2. It includes the act of constructing a convenient wall by placing a separate wall to facilitate excavation. Of course, it is to be understood that the act of forming a flat surface or forming a separate concrete floor by using the excavating equipment to conveniently settle or move the excavating equipment is included in this category.

3 illustrates a structure for forming the anti-fouling order wall 8, and the grouting casing 20a is inserted deeply into the horizontal digging hole 60 to a depth greater than a rock line. The end of the grouting casing 20a is installed. The shielding packer 21 was installed.

The shielding packer 21 uses an expansion tube that expands when compressed air is injected or a packer made of a water-expandable rubber material that expands by absorbing groundwater, or a compression ring is installed on both sides of a pipe and a soft rubber tube is disposed therebetween. After installation, the compression ring can be compressed and narrowed to each other to shrink in the longitudinal direction, expand in the circumferential direction, and use a packer that utilizes the property of shielding between the grouting casing 20a and the excavation hole wall 61. have.

At least one guide 23 was installed in the longitudinal direction on the circumferential surface side of the grouting casing 20a so as to secure a constant grouting thickness at all times during the insertion installation process.

In addition, a blocking plate 27 was installed at the end of the grouting casing 20a on the outside of the ground, and a packing 22 was installed on the surface in contact with the outer surface of the blocking plate 27 and the horizontal digging hole 60, and the blocking plate 22 In the lower part, a hole for installing the grouting injection hose 24a and a hole for installing the water outlet pipe 28 were configured. The grouting injection hose 24a is inserted into the bottom of the grouting casing 20a to be inserted to the end of the grouting casing 20a in the horizontal excavation hole 60, and the outlet pipe 28 is outside the ground in the blocking plate 22 hole. To be connected directly.

The grouting solution 29 mixed and prepared by the grouting mixer 26 is filled up from the bottom of the grouting casing 20a through the injection using the grouting pump 25a and is first groundwater into the outlet pipe 28. After that comes out, the grouting solution 29 is filled up and overflows to complete the pollution prevention order wall (8) through the curing process.

In the case of Figure 5 before digging all the horizontal excavation hole 60 excavated only the section of the pollution prevention order wall (8) first and then insert the grouting casing (20b) and inject the grouting solution into the grouting injection hose (24b) After showing the configuration to secure the entire planned depth of the final horizontal drilling hole 60 through the re-excavation.

The earth casing 62 of FIGS. 3 and 4 is a casing installed to prevent the gravel layer 4 and the soil surface layer 3 of the inclined surface 2 from collapsing, and is also a necessary facility for constructing the pollution prevention water barrier wall 8. Do.

In addition, the drilling hole 66 is formed in the perforated pipe 20 as shown in FIG. 7 to increase the ease of depression prevention and maintenance of the horizontal drilling hole 60 inside the horizontal drilling hole 60.

The horizontal drilling hole 60 is completed in this way may be carried out a plurality of excavation of two or more as shown in Figure 9 to secure the planned water intake.

In addition, it should be said that the problem may be excavated in a downward gradient to find a rock aquifer with groundwater (7). In this case, the groundwater 7 may not naturally flow out, so that the manual pumping device 70 may be configured to collect and pump the groundwater 7 inside the horizontal drilling hole 60. In the manual pumping device 70, a spiral aberration 71 is formed at the periphery of the rotation shaft 72, and a handle 73 is formed at an end thereof.

In addition, as shown in Figure 7 the excavation is completed horizontal drilling hole 60 to be finished by attaching the front plate (20c) to the end of the grouting casing (20a). The front plate 20c was made to process the water supply hole so that the inside and the outside were penetrated, and then the connection socket 20d was coupled to the water supply hole. The connection socket 20d was connected to the connection pipe 31 (see Fig. 6) to allow the groundwater to be supplied to the drinking fountain 38 and the like. The front plate 20c is applied in any case used for water supply or geothermal power, and the connection socket 20c may be operated by installing one or more.

The water supply pipe 30 is installed directly on the water supply pipe 30, or as shown in FIG. 6, the connection pipe 31 is formed to install the water supply stand 32 in a separate place to install the water supply faucet 33 to be used. You may. The horizontal drilling hole 60 installed in this way may maintain a high water pressure when the control valve 36 installed at the front end of the water supply pipe 30 is opened or finely opened according to the characteristics of the rock aquifer. By installing the fountain nozzle 34 through the 31 to form a fountain, or in the winter can also produce an ice fountain 35 (see Fig. 6). In addition, if the amount of water intake is not large, but the water pressure is high when the control valve 36 is closed, the water level holding pipe 37 is separately installed to form a predetermined water level, and then, at the position higher than the horizontal drilling hole 60 using the water pressure. It could be pumped without power to the water demand destination (see Fig. 7). The control valve 36 may be configured to have various functions, but in particular, the control valve 36 may have a safety valve function to automatically discharge groundwater inside the excavation hole to the outside by pressure.

In addition, Figure 8 is a horizontal drilling hole (60) shows an example used in the cooling, heating system using geothermal heat, a separate circulation pump for the ground water (7) spontaneously ejected from the horizontal drilling hole (60) (not shown) ) And heat exchange by using the heat retained by the groundwater (7) for cooling and heating, and then insert the groundwater (7) whose temperature is changed to the end of the horizontal drilling hole (60) in the geothermal return pipe (80). It is to be used by spraying through the configured injection nozzle (81). The ground water sprayed in this way is discharged to the outside through the horizontal drilling hole 60 in a state where sufficient heat exchange is made in the horizontal drilling hole 60, and the discharged ground water 1 is discharged into a separately configured collection tank 85. After being collected, the circulation pump 86 is supplied to the geothermal return pipe 80 installed inside the horizontal drilling hole 60 again through the heat exchanger 87 to continuously circulate.

On the other hand, the present invention may be variously modified and may take various forms in applying the above configuration.

And, it is to be understood that the invention is not limited to the specific forms referred to in the above description, but rather includes all modifications, equivalents, and substitutions within the spirit and scope of the invention as defined by the appended claims. It should be understood as

On the other hand, the method of allowing the groundwater to be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention is as follows.

(S10) Excavation equipment setting.

After determining the excavation point on the mountain slope exposed to the ground, install the excavation base (10) in this excavation point, and sets the excavation equipment through the excavation base (10).

(S20) excavation.

Put the excavation equipment into the excavation base 10 to excavate the mountain slope to the horizontal or upward excavation.

(S30) pollution prevention order wall formation.

After the excavation is completed, the excavation equipment is removed from the ground, and then the grouting casing 20 is inserted into the inlet side of the excavation hole 60, and grouting is injected into the periphery of the grouting casing 20 to form a pollution prevention order wall 8. do.

(S40) Groundwater withdrawal.

The water supply pipe 30 is connected to the excavation hole 60 to collect ground water.

And as another method of this invention,

The process of setting excavation equipment in the excavation base 10 determined as the excavation point on the mountain slope exposed to the ground.-The process of excavating and excavating the mountain slope.-The process of forming the pollution prevention order wall by inserting the grouting casing 20.-Groundwater Further excavation excavation process until found-connecting the water supply pipe 30 to the excavation hole (60) consists of a process of collecting ground water.

As another method of the present invention,

The process of setting up the excavation equipment in the excavation base 10 determined as the excavation point on the mountain slope exposed to the ground-The process of excavating and excavating the mountain slope in a horizontal or upward gradient-To blast by loading explosives in the excavation hole (60) Process-The process of inserting the grouting casing 20 to form a pollution prevention order wall (8)-It consists of a process of connecting the water supply pipe 30 to the excavation hole 60 to collect the ground water.

The reason for loading and exploding the explosives inside the excavation hole (60) is that the crushing zone is forcibly formed by the explosive force of the explosives and the groundwater (7) of the rock aquifer nearby is introduced into the horizontal excavation hole (60). I would have to.

1 is an overall configuration diagram of a device that allows the groundwater to be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention.

Figure 2 is a perspective view of the excavation base applied to the device so that the groundwater can be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention.

3 to 5 are each a detailed cross-sectional view of the pollution prevention order wall is applied to the device so that the groundwater can be taken out with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention.

Figure 6 is an exemplary configuration of the water supply fountain and the fountain nozzle as a connection pipe in the water supply pipe by the device to be able to intake groundwater by a horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention.

Figure 7 is a cross-sectional view of the water level maintenance pipe is installed in the water supply pipe of the device to be able to withdraw the groundwater by a horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention without power.

8 is a cross-sectional view of an example of applying a geothermal system to the device to take ground water with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention.

Figure 9 is an exemplary view formed with a plurality of excavation holes of the device so that the groundwater can be taken with no power by the horizontal or upward gradient excavation of the mountain slope exposed to the ground according to the present invention.

Figure 10 is an exemplary view consisting of a plurality of excavation holes according to the device so that the groundwater can be withdrawn without power by horizontal or upward gradient excavation of the mountain slope exposed to the ground of the present invention.

<Description of the symbols used in the main parts of the drawing>

8: pollution prevention order wall, 10: excavation base

20: grouting casing, 30: water supply pipe

Claims (24)

delete delete An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The bottom surface of the excavation base is a device that allows intake of groundwater with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that consisting of a flat surface made of concrete so that the excavation equipment is set and fixed . An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The excavation base is formed with an excavation surface wall (19) cast in concrete perpendicular to the ground surface so that the excavation bit is easy to excavate the inclined surface, the bottom is composed of a flat surface of concrete, The excavation surface wall of the excavation base is a device for allowing the groundwater to be taken out of power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, which is fixed to the mountain slope using an earth anchor. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The excavation hole is a horizontal or upward gradient excavation form toward the mountain side, so that the groundwater to be collected can be taken without a separate pumping device to the horizontal or upward slope excavation of the mountain slope exposed to the ground with no power A device that allows ground water to be taken in. delete delete An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The excavation hole is a device for allowing the groundwater to be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that consisting of a plurality of two or more holes. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, A device that allows the groundwater to be taken in with no power by horizontal or upward slope excavation of the mountain slope exposed to the ground, characterized in that the oil hole pipe 20 is installed inside the excavation hole to increase the convenience of prevention of depression and maintenance of the excavation hole. . The method according to any one of claims 3, 4, 5, 8, 9, The water supply pipe is a device for allowing the groundwater to be taken out of power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that the control valve 36 is installed. The method according to claim 10, The control valve installed in the water supply pipe has a safety valve function that automatically discharges the groundwater inside the excavation hole to the outside by the pressure to intake the groundwater with no power by horizontal or upward slope excavation of the mountain slope exposed to the ground One device to help. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The water supply pipe has a fountain nozzle 34 is connected to the ground or the slope of the mountain slopes exposed to the ground, characterized in that the device to be able to intake groundwater with no power. delete An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The water supply pipe is a device for allowing the groundwater to be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that the water supply 32 is connected. The method according to claim 14, The water supply unit connected to the water supply pipe is connected to the connection pipe 31, characterized in that the device for allowing the groundwater to be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The excavation base is formed with an excavation surface wall (19) cast in concrete perpendicular to the ground surface so that the excavation bit is easy to excavate the inclined surface, the bottom is composed of a flat surface of concrete, The water supply pipe is a device that allows the groundwater to be taken in with no power by horizontal or upward slope excavation of the mountain slope exposed to the ground, characterized in that the connection socket is fixed to the front plate coupled to the grouting casing fixed to the excavation surface wall . An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The water supply pipe is a device for allowing the groundwater to be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that the water treatment device including a pre-treatment filter or sterilizer is installed. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, A device for allowing the groundwater to be taken with no power by horizontal or upward slope excavation of the mountain slope exposed to the ground, characterized in that the manual pumping device 70 is installed to collect and pump the groundwater inside the excavation hole. 19. The method of claim 18, The manual pumping device is a helical aberration 71 is formed on the periphery of the rotating shaft 72, the handle 73 is provided at the end, characterized in that the horizontal or upward gradient excavation of the mountain slope exposed to the ground with no power A device that allows ground water to be taken in. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, A device for allowing the groundwater to be taken in with no power by the horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that the geothermal return pipe 80 is installed inside the excavation hole. An excavation base 10 formed on a slope of a mountain exposed to the ground; An excavation hole 60 excavated horizontally or upwardly inclined toward the mountain to collect groundwater starting from the excavation base; A grouting casing 20 inserted into the excavation hole; An antifouling order wall 8 formed by the grouting liquid injected between the grouting casing and the excavation hole; It includes a water supply pipe 30 is configured in connection with the grouting casing to induce the ground water flowing out from the excavation hole, The water supply pipe is a device for allowing the groundwater to be taken in the powerless by horizontal or upward gradient excavation of the mountain slope exposed to the ground, characterized in that the water level maintenance pipe 37 is installed. In a method to allow the groundwater to be taken out without power by the horizontal or upward slope excavation of the mountain slope exposed to the ground, Installing an excavation base 10 at an excavation point determined on a mountain slope exposed to the ground and setting up an excavation equipment in the excavation base; Forming an excavation hole 60 horizontally or upwardly on a mountain slope through the excavation equipment; Inserting a grouting casing (20) into the inlet of the excavation hole and grouting a circumference of the grouting casing to form a pollution prevention order wall (8); Connecting the water supply pipe (30) to the excavation hole to collect groundwater, wherein the groundwater can be taken with no power by horizontal or upward gradient excavation of the mountain slope exposed to the ground. Installing an excavation base 10 at an excavation point determined on a mountain slope exposed to the ground and setting up an excavation equipment in the excavation base; Forming an excavation hole 60 horizontally or upwardly on a mountain slope through the excavation equipment; Blasting the explosives into the excavation hole; Inserting a grouting casing (20) into the inlet of the excavation hole and grouting a circumference of the grouting casing to form a pollution prevention order wall (8); Method of connecting the water supply pipe (30) to the excavation hole to collect ground water, characterized in that consisting of a horizontal or up-draft excavation of the mountain slope exposed to the ground can be groundwater with no power. In a method that allows the groundwater to be taken out without power by the horizontal or upward slope excavation of the mountain slope exposed to the ground, Installing an excavation base 10 at an excavation point determined on a mountain slope exposed to the ground and setting up an excavation equipment in the excavation base; Forming an excavation hole 60 horizontally or upwardly on a mountain slope through the excavation equipment; Inserting a grouting casing (20) into the inlet of the excavation hole and grouting a circumference of the grouting casing to form a pollution prevention order wall (8); Installing a geothermal return pipe (80) in the excavation hole; Connecting the water supply pipe to the excavation hole and collecting the water collecting tank 85; The method of claim 1 wherein the groundwater collected in the water collection tank is supplied to a heat exchanger, so that groundwater can be taken out without power by horizontal or upward gradient excavation of a mountain slope exposed to the ground.

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