지하수와 지열 굴착공의 케이싱 삽입 착정 장치 및 이를 이용한 굴착공 케이싱 삽입 착정 방법
The present invention refers to underground of a percussion hammer (groundwater for underground water, geothermal geothermal system such as ball) relates to casing construction, the collapse of the bore hole is provided even if a heat exchanger installed in the casing is provided to maintain the continuous digging operations groundwater and aircraft atcrbs transponder reply using the same device and casing of a percussion hammer to geothermal inserted are disclosed to aircraft atcrbs transponder reply inserted casing a percussion hammer method. In order to carry groundwater and temperature maintaining tank and a bore hole depth below 100 a-1,000m excavating the substrate. In excavating soil or gravel layer already when they used for excavating down so interfere with e.g. steel pipe material flows into the interior bore hole in opal is separated from the casing is inserted into a bore hole into a percussion hammer to continue to expose the non-excavating soil or gravel to be coated. Either a layer of gravel layer to progress from the topsoil deep generally index if steel casing drilling motor of the turning member to excavating the hole number into the steel to be coated. Conventional lipid situation topsoil layer, gravel layer, weathering cancerous layer, yearly cancer layer, usually cancerous layer, that the slope of the solenoid is the transmission and the depth order punched layer each formation when steel pipe casing by cancer query message from a candle after a topsoil layer there can be several layers to provide the gravel layer resistance and weathering arm stable difficulty free large excavating therefore used in a radio communication network. However, or even if the number of multi-formation is formed by repeated volcano activity deep area to a position change is implemented in the case of irregular formation through rigid cancerous quality is related to the deep depth in soil or gravel sticking layer which collapse again encounters first layer is implemented for digging performed case being produced between a number after lifting to a stand-alone if excavating ground bit addition further excavating depth and then further inserted casing diameter steps performed in an aperture which is smaller excavating except right door number point at the disclosed. In a percussion hammer is related to the amount of groundwater is present when the collapse of the deep depth or a large log layer if one finds an additional closed due to excavating a percussion hammer excavating becoming impossible to excavating itself fails because the loss process using a photoresist pattern mirror number according to a gel or construction required excavating long substituted or added increases to be coated. When such collapse after excavating bits while using a high pressure liquid coolant using tree cone bit number aircraft atcrbs transponder reply dihydrate bentonite catch allowing additional labor excavating method in a radio communication network using public wall digging also other. In this case groundwater geothermal geothermal facility due to bentonite from the public wall alternatively period at a higher number door can be turned into high flow tides. Provided a method in a radio communication network for excavating a ground reinforcement or construction additionally performed after the container body. After the collapse or larger than present in groundwater or excavating situations continue to log the geothermal pipe casing to collapse or cutoff safety inserted in hole sphere can be so-called number but not to press form steel casing equipment Barber equipment to drill bit at the top steel pipe casing drilling motor of by using rotational force rotates with the mouth in the form of steel pipe casing excavating bits simultaneously inserted an inner frame structure when a steel pipe casing with public wall friction force when the excavating depth 100m or more deep excavating steel pipe casing rotation and thus cause the free end casing itself difficult to collapse the ball inserted in deep depth-vinyl door number expected product is utilizing measured disclosed. In addition, a percussion hammer when a panel having a hole in the ground before the collapse of the geothermal energy pattern is formed casing open (SCW) after inserting conventional geothermal system when steel pipe casing is positioned on the outer peripheral surface circulating ball circulating groundwater heat produced in the form of log-likelihood layer groundwater mobile according to general construction reduced thermal capacity larger than the mobile open so that the entire system can be of the same thermal efficiency degradation using geothermal energy. The patent document (Utility Model Registration Notification number 20 - 0204678 call) to be lifted along the rail of a rail vehicle driving part of the driver shaft lower end of excavating rock while rotating in opposite directions and executes an internal axis serve state while excavating the rock surrounding outer casing in a excavator reduces labor power device, includes a cylindrical casing with a plurality [sing shoe tips structure, [sing shoe are mutually orthogonal horizontal and then vertical protrusion formed in a casing so as to transmit a plurality of state and, supported on the inner peripheral surface of the outer casing such that the casing formed in a horizontal state so as to transmit a plurality of each other in vertical projection [sing horizontal slate casing and state, of the primary external casing secured to the casing through hole which is formed in a casing shoe connecting key with excavator casing as device, clay and connected to the casing is received, serve the casing casing outer diameter X greater than by the excavating not, serve in addition to a state that the shaft axis through the inner casing pipe cutting sacrificial casing while drawing a terrestrial tastes. In addition, casing for insertion of the drill bit through the smoothly raised large diameter if the excavating process but in addition a panel having a coded functions in maintaining reliable data for a type casing after insertion casing inwardly to target depth in large light bit drill bit inserted inward it becomes, would complete a percussion hammer drill bit and a rod lifting recovery by hardware system regardless the extracted processing time by using a closed door even number points etc.. The present invention refers to such as described above for the door number and hydrogen gas, composed of cancerous layer deposited as a result of having an accident where a percussion hammer rock lipids incorporated lipid (groundwater for water supply insertion device, such as geothermal energy ball) when even if collapse in excavating the excavating can also be inserted into the casing to a panel having degree number steel casing inserted without even diminishes the friction force can be provided using the same groundwater and geothermal heat a percussion hammer device and a casing of the aircraft atcrbs transponder reply insertion pin is inserted into a bore hole casing aircraft atcrbs transponder reply method number [...] cooling condenser. And, the purpose of the invention geothermal pipe inserted in the ground the entire ball casing force is removed even if the outer circumferential surface of the casing to utilize general open hole log groundwater laminar flow be geothermal capacity reduction film [...] contrast. Of the present invention another object is to provide a percussion hammer (geothermal underground and co) even in the event of collapse is related to the spatial lipid intake to steel pipe casing and perforated tube insertion of and for groundwater is hereinafter, as well as planned to be hereinafter in perforated tube processing depth for cooling condenser. The present invention includes a casing of a percussion hammer device inserted by geothermal groundwater and aircraft atcrbs transponder reply, excavator and; a front and a rod and rotated by said excavator; outer diameter greater than a diameter of said rod is formed at the distal end of a bore hole plan detachably coupled by a drill bit and said rotation and digging through while excavating; said drill bit made smaller than an outside diameter of a combustion chamber hole formed at the tip part casing comprising a cutting bit protecting a percussion hammer, said portion of said drill bit cutting bits cutting or excavating bits from said casing into said attaching said rod to said ground through said inner casing installed in a bore hole while drawing to a driving rod characterized. The present invention geothermal groundwater and aircraft atcrbs transponder reply using the same device and casing of a percussion hammer by inserted the aircraft atcrbs transponder reply method inserted casing a percussion hammer, is related to the magnetic force lines in a groundwater or collapse during excavating earth current nozzle cover depression geothermal and rod hole for discharge by air to excavating possible continuous slime excavating hereinafter can greatly shorten the excavating. And, either a layer of bentonite in the lipid layer deposited various formation such as yarn and tree cone bits lipid comprising volcanic rocks cancer aircraft atcrbs transponder reply without allowing use box e bit excavating speed air flow tides shortening effect is performed sufficiently rapidly. In addition, the magnetic force is perforated tube and screen, strainer (hereinafter perforated tube array as) and processed through the opening in the flow of groundwater can be logarithmic layer when the finest [...] geothermal water underground water is groundwater flow hole as well as by the thermal capacity per unit per public affairs or geothermal heat compartment by geothermal or a pole can be implementing.. Figure 1 shows a casing of the device of the present invention inserted into a bore hole and also by geothermal groundwater aircraft atcrbs transponder reply. Figure 2 shows a casing of the present invention also by geothermal groundwater and applied to digging bit and cutting bits aircraft atcrbs transponder reply device insertion hole enlarged visible. Figure 3 shows a casing of the present invention also applied to aircraft atcrbs transponder reply device inserted by geothermal groundwater and bit digging bottom of a bore hole. Figure 4 shows a casing of the present invention also applied to aircraft atcrbs transponder reply groundwater and geothermal heat a percussion hammer by cutting bit portions inserted cut surface shows bit digging device. Figure 5 shows a casing of the present invention also by using a percussion hammer casing aircraft atcrbs transponder reply groundwater and geothermal heat a percussion hammer insertion device inserted cutting bit portions exhibit a collecting surface applied to aircraft atcrbs transponder reply method. Figure 6 shows a casing of the present invention also by cutting bit example groundwater and geothermal heat a percussion hammer applied to aircraft atcrbs transponder reply device inserted. Figure 7 shows a casing of the present invention also by using a percussion hammer device inserted groundwater and geothermal heat a percussion hammer aircraft atcrbs transponder reply casing applied to circulating ball processing face of aircraft atcrbs transponder reply method. Figure 9 shows a example also circulation hole and also 8. Figure 10 shows a two layer example 2 logarithm of layer coating layer is also casing visible surface. Figure 11 shows a concrete example also circulation hole prefabricated casing show surface. Figure 12 shows a geothermal system is also applied to the present invention surface. Figure 14 shows a buffer structure with surface 13 and also rod and casing also. Figure 15 shows a combination of the present invention also applied to the non-visible surface casing perforated tube and tube for example. Figure 16 shows a cutting bit portions in collecting a percussion hammer condition the present invention also applied to a surface. By connecting casing are symmetrically 17a 17b different aperture also has the anti-drawing for example. The present invention also includes a drawing by digging [...] there are provided means 18 and 19a also visible. The present invention also includes a fixing band example 19b applied also. Figure 22 shows a casing also 20 also to other exemplified conditions. The present invention also exhibit around a percussion hammer by water on Figure 23 shows a thereby forming surface. Figure 24 shows a produced water on excavating section also exhibit additional oxide surface. Figure 25 shows a gland also casing perimeter surface applied. Figure 26 shows a example of a dedicated water circulating water and also a percussion hammer dedicated visible surface. Figure 28 shows a casing 27 also shows that construction on a surface between a percussion hammer also. As also seen in Figure 3 to 1, the present invention includes a casing of a percussion hammer device inserted by geothermal groundwater and aircraft atcrbs transponder reply, excavator (10) on; excavator (10) and a drive means connected to the rotated through a front rod (20) on; rod (20) formed in the front end of the (lower end) through rotation [...] excavating drill bit (30) on, drill bit (30) disposed internally a percussion hammer and opal by excavating bit (30) cutting rod of cutting bit (41) equipped with casing (40) consists of the. Excavator (10) comprises a load (20) and the rotational type such as excavating bits to excavating as widely used in the field of heavy strong bore surface are disclosed. Rod (20) includes a drill bit (30) for supporting and drive means (11) drive force of the drill bit (30) is also provided which, according to the depth of a percussion hammer is chained plurality 106 are used. In addition, rod (20) for discharge of air or compressed from slime is ground to form a hollow hollow collaboration of inputting the a percussion hammer to inject. Drill bit (30) comprises a load (20) detachably assembled at the front end of a drive means (11) and rotated through and by digging through clay, box e bit, configurable like tree cone bit, when box e bit [...] size casing (40) is inserted inside a hole of size. Drill bit (30) comprises a load (20) coupled to the bit body (31), bit body (31) which is circumferential to the peripheral spaced along the inner diameter (the thick) formed greater plurality (drawing 4 is illustrated as a two by) cutting bit portions (32), cutting bit portions (32) are fitted to one or more tips structure (33) consists of the. Cutting bit portions (32) are casing (40) in the contact openings and which is dimensioned to, a percussion hammer upon completion of the bit body (31) subsequent processing of rod (20) on the drill bit (30) [cutting bit portions (32) are cut state] assembly is casing (40) in the interior of the drawing ground to each other. The cutting bit portions (32) are casing (40) cutting bit (41) and has a cutting to cut according to a, cutting bit portions (32) for cut of bit body (31) on fused bit portions (32) between a line of can be formed. Said cutting line may form between imaginary line the other day for aiding a cutting groove cross-sectional area than the other day by shot may be filled. Such as also 4, cutting bit portions (32) includes a percussion hammer upon completion of the bit body (31) in the wetting ability in number toward to a percussion hammer, collaboration of a percussion hammer ground from one cutting bit portions (32) is preferably a number industry, cutting bit portions (32) of the pin is the method number method include utilizing the wetting ability. I.e. cutting bit portions (32) is made of a magnetic steel adsorption, cutting bit portions (32) after the magnetic adsorbing a drawing number ground cutting bit portions billiard industry association (50) are operated (by 5 also shown). Cutting bit portions billiard (50) cutting bit portions (32) the magnetic adsorbing a magnet (51), magnet (51) a cutting bit portions (32) are located at a percussion hammer of collaboration insertion and ground materials in crucible lifting line (52) and, as well as, magnet (51) with magnetic force of steel pipe casing (40) adsorbed purity convergence the magnets (51) cutting bit portions (32) inserted up difficult to them magnet (51) the magnetic force of cutting bit portions (32) adapted to act only housing (53) consists of the. Magnet (51) includes a plurality of cutting bit portions (32) made of a magnetic material can absorb the permanent magnet size, one side housing (53) detachably secured. Magnet (51) both a permanent magnet and an electromagnet with available disclosed. Lifting line (52) to handle the flexible wire rope and the like hereinafter for usable, one side housing (53) are used to engage end fixed to ground. Housing (53) with the magnet (51) acts only toward the bottom latch magnet (51) by magnetic collaboration of the cutting bit portions of a bore hole (32) is magnet (51) to the magnetic adsorbing and n is an integer. Housing (53) with the magnet (51) and is not influenced by the magnetic force of from to have the synthetic resin preferably. Housing (53) peripheral casing (40) moving along the interior of the wheels are configured in a predetermined time interval lapses disclosed. Casing (40) is inserted into a bore hole provided to prevent collapse of a percussion hammer preferably steel pipe, generally cancerous layer deposited or gravel layer, such as excavating down or collapse in the layer is in a percussion hammer lipid comprising volcanic rocks present a percussion hammer when excavating plan to determine the depth and larger diameter than the diameter steps excavating conceived as a right for assisting planning and excavating diameter and casing of the same external diameter (40) have diameters less than 2000. I.e. plan excavating diameter 8 "(200 mm) when the casing (40) diameter of 8" (200 mm) in order to create a drill bit (30) (outer diameter) of a 9 "(225 mm) or 10" (250 mm) less than 1000. As seen in Figure 4, cutting bit (41) is e.g. diamond tip (42) which is adequately form it became work number, casing (40) at the lower end of screwed, welded coupled by a reduction. Casing (40) may include a terrestrial-side end excavator (10) inserted into a percussion hammer being supported, cutting bit (41) is drill bit (30) placed on top of the drill bit (30) do not interfere with the rotation of the speed at which the weight of the oyster shaken into positioned using steel number insertion can be installed according to the excavator. On the other hand, production during excavating slime load (20) through the drill bit (30) supplied to the compressed air or compressed washes casing (40) box e inwardly along the outer circumference of casing (40) as well as inward to apply plate is formed with each other. In addition, the diameter of the slime is a percussion hammer casing (40) exceeds a transition than the diameter of the casing (40) and a percussion hammer can be discharged into the water from a terrestrial. Even when the same two exhaust paths as well as tree cone bit aircraft atcrbs transponder reply to apply thereto. The present invention device inserted by geothermal groundwater and casing of a percussion hammer casing inserted using aircraft atcrbs transponder reply aircraft atcrbs transponder reply method as follows. 1. Device installed. A percussion hammer position rod of focused excavator (10) and via a drill bit (30) has been assembled rod (20) are connected to a. 2. Excavating. Drive means (11) through the rod (20) and is made of a rotating rod (20) to a digging through excavating the substrate. While excavating a percussion hammer casing (40) for loading (20) while peripheral and inserted into a bore hole, the, casing (40) cutting bit (41) is drill bit (30) do not interfere with the rotation of the substrate. Casing (40) and a percussion hammer bentonite or lubricate a number injection between the inner wall of the casing (40) and the inside wall of a percussion hammer can be inserted without sliding friction is graphically represented. 3. Cutting bit portions cutting. A percussion hammer to complete excavating depth indicated load (20) on the drill bit (30) terrestrially drawing assembly of a percussion hammer when rod (20) on the drill bit (30) while pulling and rotating assembly of upper, during this process drill bit (30) is casing (40) cutting bit (41) abutting against the instantaneous from excavating bit (30) cutting bit portions (32) made by cutting, rod (20) on the drill bit (41) to rotate and of lifting assembly by maintaining cutting bit portions (32) is bit body (31) cutting and n is an integer. During this process casing (40) drawing together ofan casing (40) preferably bears against the pushing. As well as, rod (20) on the drill bit (41) assembly is too small rotation number while casing (40) in order to reduce the sawing can be made so as to gradually pressing to disapproval. A cutting bit portions (32) of collaboration is a percussion hammer fall with each other. Cutting bit portions (32) is bit body (31) by separating in drill bit (30) an outer casing (40) smaller than the inner diameter of the casing so that the (40) through an interior of the rod (20) on the drill bit (30) drawing assembly of the ground can be disclosed. Rod (20) while drawn into ground rod (20) applied finally drill bit (30) ground a number other stand-alone. 4. Cutting bit portions collection. Drill bit (30) are cut from the cutting bit portions (32) of the bottom of the bore hole is placed away from the slime (composed of slime) stacked, cut bit portions (32) to supply since groundwater is a water flow in a percussion hammer may be collected and, specifically described, casing (40) internal cutting bit portions billiard (50) inserted into a magnet (51) cutting bit portions (32) is inserted into a level signal. Magnet (51) via a magnetic force the cutting bit portions (32) and the magnetic adsorbing a, then lifting line (52) layering the cutting bit portions (32) ground lifting a collecting substrate. Until now cutting bit portions (32) described but collecting, cutting bit portions (32) in a predetermined time interval lapses without a percussion hammer collecting permanent installation and, cutting bit portions (32) the casing (40) positioned between the outer periphery of the inner wall of the bore hole, as in Figure 16, cutting bit portions (32) after cutting the casing (40) not lower than that of the tip parts of a percussion hammer collaboration into lower cutting bit portions (32) is casing (40) and a percussion hammer on a between the cutting bit portions is permanently applying (32) using the photoresist pattern according to separates the disapproval. On the other hand, cutting bit portions (32) while the top of the casing (40) and a percussion hammer construction between number of branches permanently in implanting shielding construction also be disclosed. Casing (40) water from a display since groundwater circulation holes should. This circular hole at a position corresponding to the logarithm of groundwater layer must, if circulation hole before excavating through lipid illumination position identifying log layer processing can be focused pre-log layer construction, circulation hole is etched line lipid irradiation embodiment has not exceeded a staple fiber. For example as seen in Figure 7, ground excavating bits after lifting rod (20) separating in rod (20) circulated ball working machine (60) and mounting, this circular hole working machine (60) identified in a working process after the logarithm of layer generate groundwater found inserted into casing (40) cyclic-hole processing as follows. Figure 9 shows a circulation hole which also 8 and also shown for example, cut type circulation hole (43) circulation hole working machine (60) processed vertically by a longitudinal (and possibly a transverse direction and a aspect direction) (8 also reference) which ablation, punched circulation hole (43) circulation hole working machine (60) by for example circular hole punching S. (reference 9). Circulation hole working machine (60) comprises a load (20) detachably connected (such as screw-type) of the cylinder (61), cylinder (61) on the inside (61) fluid entering through falling and other external force (compressed air) elevates through the piston (62), cylinder (61) mounted in the fixing portion toward the piston space (62) increase by the fall of the casing (40) have at least one perforation processing cyclic-hole tip (63) consists of the. Cylinder (61) the piston (62) perforated tip (63) compressed air as a piston through a lower part of the printer (62) defined the buffer without lowering the piston (62) both rise and fall of the bi-directional also disclosed. Piston (62) by puncturing tip fall of the water level (63) the piston space (62) and piercing tip (63) consists of the inclined facing surfaces to each other. Drilling tip (63) casing (40) arranged at the embedded in the casing (40) does not cause interference to the cylinder and the collected state (61) as well as inserted in the cylinder (61) in the contact openings and also be disclosed. Drilling tip (63) comprises a cylinder (61) the piston (62) when one direction elastic member such as coil spring (64) is gathered through resilient in a direction which is supported. Drilling tip (63) preferably pointed end example drawing the other segments, as well as, correspondingly defined shape shown in the drawing both cut and perforated capable of a variety of shapes combustion chamber. Drilling tip (63) extending downward by the force of the compressed air piston (62) increase by casing (40) circulated hole punching and, in this state rod (20) can be raised or lowered by the circulation while the cut hole. Circulation hole (43) logarithmic layer can be formed based on the multi-stage down, in addition, each log layer formed according to a logarithmic layer 2 or more stage and, for example also a percussion hammer 2 to which the outer box shown in Figure 10 shows a logarithmic layer, 1 stage 1 stage log layer depth is adapted to the circulation hole (43 - 1) log layer 2 and 2 stage processing core is adapted to circulating ball end (43 - 2) processing substrate. As aforementioned, pre-confirmation log layer when circulation hole (43) is prefabricated casing (40) and construction, e.g. as in Figure 11, planned digging depth 1/2 half depth section at the top of the ultrasonic depth calculating log layer found insertion completed like pre-circulation hole perforated tube or strainer bind to non tube casing (40) number or a small casing (40) is used in a punching process from directly circulation hole. The 1/2 half depth segment planned depth after excavating S367 discovered by the aforementioned method under section performs the log layer depth to diffuse to the circulation hole processing. In addition, as seen in Figure 15, casing (40) installed in the 1/2 half depth segment while a lower is selected perforated tube (44) existing membrane tube by inserting both logarithmic layer is circulated to form perforated circulation hole regardless to cut injuries may be filled. In addition, half depth below the perforated tube an ST - veranda - non - perforated tube order can be installed non-tube tube alternately disapproval. Upper section half depth segment as well as the capacitor after inserted in the casing log layer found depth portion perforated tube (44) configured off 1/2 half depth segment connecting the lower section of the second opening allowing for an add log layer depth portion corresponding in depth segment membrane found further excavating 1/2 half depth into the space between the disapproval. Figure 12 shows a construction by a percussion hammer also the present invention is to construct a system which geothermal shown examples, a percussion hammer construction and casing (40) has been in an construction, casing (40) around wall construction (1) (automatic casing, construction casing, shielding layer, stay casing minimize construction casing and shielding layer between layer shields the coating layer is a CRT) and construction, casing (40) in the casing (40) is smaller than the outer diameter of perforated tube (2) is arranged, perforated tube (2) for circulating groundwater pumping inside underwater pump (3) and provided, perforated tube (2) and casing (40) and filled with a filling material by fixing screws between, electric heat exchanger (4) a pipe (5) and the circulating water tube (6) is transferred to a pipe lock consists of groundwater. On the other hand, cutting bit (41) operating on operating rod (20) on the drill bit (30) raise assembly of the ground while cutting bit portions (32) when cutting or casing (40) a excavator (10) mounted cutting bit portions 21 using pressing (32) fixed at the whether the number excavator (10) strong hydraulic lifting force to the casing (40) is produced in a certain section relative to the casing (40) whose inner diameter of a current limiter or drill bit (30) is casing (40) in a non-bending section drawing hanging down from a nail generated a roller assembly. In order to solve the same as seen in Figure 13, strong tensile forces and compressive forces that spring (45) for loading (20) unit constituting the connection rods or rod (20) arranged at the top end as in Figure 14 or, casing (40) and excavator (10) is rotated by provided between a casing (40) to the non-rotatable by of buffer with a substrate. In the embodiment of both the aforementioned 2 spring (45) connected to the upper and lower supporting spring compression plate (46) can be applied. In addition, drill bit (30) so as to act as cutting [ming department diamond chip holes (34) is fixed by the cutting bit portions (32) away from the into the drill bit (30) the casing (40) inside a casing may be generated through the course of lifting a vertical direction in an anaerobic (40) bending due to the proximity of casing (40) is transferred from the inner diameter of cutting [ming it will call even if through drill bit (30) and load (20) consists of to enable lifting of recovery. I.e., rod (20) on the drill bit (41) assembly of excavator (10) starting from a lifting force while rotating by using rotational force by excavation bit (30) formed in the top end cutting [ming department (34) bent on a casing (40) in the inner peripheral surface of deep-seated cutting action ultimately drill bit (41) can be lifting out of the diameter is equal to secure. Cutting bit portions (32) method for cleaving an unlike drill bit (30) load (20) comprises separating a predetermined time interval lapses disclosed. E.g. drill bit (30) (box e bit or tree cone bit) load (20) to coupling parts of the safety coupling (e.g. prematurely igniting the primer) is adapted in such a cutting bit (41) said safety coupling using excavation cutting bit (30) being the number of the drill bit (30) rod (20) to expose the inside a percussion hammer from falling off from the applying the box it rolls up rod (20) only casing (40) constituting the hole from the inside lifting by hand or underground geothermal disapproval. Drill bit (30) oyster by safety tips structure (33) further excavating suffers a situation where a further additional wear through of a percussion hammer drill with a small diameter or a required additional digging is necessary to artificially case if cutting bit (41) using a cutting bit portions (32) or drill bit (30) cutting the entire load (20) load number from a stand-alone (20) a lifting and a vertical direction, the segments 17a also, large diameter casing (40 - 1) with a small diameter is smaller than the outer diameter of the casing (40 - 2) [the apparatus casing (40 - 1) than steps small drill diameter of drill bit (30 - 2) on small diameter cutting bit (41 - 2) that combines a large diameter casing (40 - 1) inwardly inserting configuration] may be combined in excavating can be further performed. Casing of small diameter (40 - 2) excavating additional continue entering the depth connected excavator (10) installed in the pressure input of using large diameter casing that the excavating and can be completed (40 - 1) with a small diameter section installed in the casing of the double inside (40 - 2) ground lifting to a stand-alone diffuse to the number of the capacitor. But, after completing the excavating additional casing of small diameter (40 - 2) mounted inside the drill bit (30 - 2) by using rotational force of cutting bit (41 - 2) in order to cut the object by small diameter casing (40 - 2) the drill bit (30 - 2) a if it follows, tuning rotation do not simultaneously generated large light casing (40 - 1) inserted into the casing with a small diameter section (40 - 2) hereinafter for a casing of small diameter must be able by detaching the segments 17b also prevent the ground lifting (40 - 2) with a small diameter and the downstream casing (40 - 2) the outer expanding one hub type socket (40 - 3) is composed of a rotation prevention it will hang vertically while [...] (40 - 4) of small diameter and constructed in an upward manner to casing (40 - 2) below the protruding portion (40 - 5) formed or bent parts hereinafter [...] rotation is impossible to diffuse to the tuning for insertion and apart. Such an engagement portion as well as the apparatus casing (40 - 1) is positioned at a lower end part 17a is also more convenience for the operation done the large diameter casing it should, SIGE layer (40 - 1) with a small diameter section installed in the casing of the double inside (40 - 2) after lifting a number or other stand-alone make are disclosed. The configuration of the discharge device is selected at a slime excavating excavating as follows. On the natural number from a credit card contains rod of dead deep excavating [...] ejection rod (20) with compressed air supplied through an orifice with a condensing lens segments either discharge the tree cone bit compression method can be composed of ground aircraft atcrbs transponder reply dihydrate. However, such as in dead zone number between 1 - 2 from a deep depth of th multi-imposed on various depth back meter on the one hand when it is difficult to present conventional method include excavating [...] log and air discharge will. The door number is for discharging compressed air supply during excavating [...] digging generated during digging in order on the ground excavating [...] washes or poorly stacking height of emitter or more deep bean out 1 - 2 back to ground while overcoming that deep discharge must be effected continuously are disclosed. However performed non of casing while excavating (40) in the periphery of the compressed air by supplying the high water pressure exists according to the depth in the P due to the non-instantaneous situation pumping of water casing (40) formed in both sides bent protrusions can be ground to the compression by the vent hole by emitter or more deep water height of back 1 - 2 in order to supply the water discharge while overcoming of casing made of compressed be non-high (40) downstream drill bit (40) must be carried out through one discharge water height of non-casing (40) is such that they are non-high inwardly of casing (40) through a non-porous tube lower casing (40) and moved along the perimeter without increasing the enable compression to be connected with at least one exhaust valve for draining waste water level not higher discharge itself cannot be disclosed. In addition emitter section includes a non-natural number from the top 1 - 2 on back of casing (40) between the inner wall of the bore hole of it puts [leyl the father and not to be as the groundwater by non-of casing (40) to be manufactured as well as to non-high water pressure outlet water from the inside outside of casing (40) is damped by deformation due to high water pressure to bulge toward additional non-insertion process can be accomplished by controlling etch can be possibly disclosed. Non-triangle of casing (40) to discharge a continuous insertion progress while non-slime right ground of casing (40) insertion of excavating the ice maker are lower electrode disclosed. 18 Also such as drill bit (40) mounted on a rod (20) a screw (21) relatives and a sensor (20) according to rotation of the screw (21) using the method to discharge [...] excavating ground force it can be connected to several hundred meters excavating rod (20) arranged in a periphery of the rod (20) a screw (21) by rod form a (20) an outer container and a plurality of groups carried etch through the door and blending may be filled with a large number and the working point each excavating diameter screw (21) having different diameter of the rod (20) that the door number using number article measured disclosed. The drill bit number point are installed in said upper door while overcoming such excavating [...] suitable characteristics can be continuously discharging device number on multi-lipid and groundwater in a V-form disclosed. Such as 19a also, drill bit (30) (box e bit or tree cone bit) compressed air can be supplied to swell or the upper compression while cutting bit (41) is combined with the non-of casing (40) the lower end of a drill bit (30) touching water tightness between a shielding barrel (22) constituting the shielding barrel (22) from the upper height to e.g. for draining waste water or compressed together with air is selected to excavating [...] upper excavating 6m infants can be transferred to rod (20) a screw (21) constituting other. Screw (21) is the lower end of the shielding barrel (22) can be installed on the upper and the lower bounded by the excavating which each formed during excavating [...] screw (21) to enter the discharge space hereinafter for accordance with the rotation of the deposit. As well as screw (21) by a reduction in non-damped rubber ring includes inserting side of casing (40) to the inner peripheral surface contact can be easily fed into the bottom non-diffuse to the excavating [...]. Shielding barrel (22) constituting of shielding function dizzily the window tube or shield can be compressed volume variation can be shielded by a wave or like device to various forms can be. Screw (21) surface of the rod (20) is provided at the upper clearance space can be excavating [...] might loaded conventional rod consisting of a combination of two meniscus height for the watertight joint degree is converted to another number can be effectively it became work top shielding barrel (23) and to install the lower end of the shielding barrel (22) top the shield of cylinder (23) is watertight and thus can be shielded state to supply the high-pressure compression water discharge tube (24) to the lower module and a connected to the ground. By buoyancy and excavating [...] hereinafter for discharge as well as might disturb the order for supply pipe supplied by compressed air or by another compression (25) may be constituting discharge pipe (24) or from the feed tube (25) one of the rod (20) and can be inside the aperture to a disapproval. As well as, compressed air supply pipe for supplying compressed air (27) is provided by components may be filled by be smaller diameters. Rod (20) connected to the right outer peripheral side continues during an ironless supply pipe (25) and an outlet pipe (24) and at shielding barrel (22) top shielding barrel (23) for supplies pressurised hydraulic fluid tubes rod (20) of the same by the coupling length of a rod (20) in a combination of these connecting portions hereinafter for excavating and also with storage of a load (20) upon rotation of the rod (20) fixed to band (26) (also shown by 19b) to one side adapted to engage the fabric is not greater diffuse to the operation. Rod (20) on supply pipe (25) and an outlet pipe (24) and at shielding barrel (22) top shielding barrel (23) for a tube supplies pressurised hydraulic fluid to band combination at the time of fixing band (26) is a non-porous tube or perforated tube casing (40) and the rod (20) proper to maintain a space between the guide function can be consistently. As well as, an orifice with a small diameter sphere is also useful method by safety rod outer circumferential edge screw configuration more convenience for the operation disclosed sequences. On the other hand, the aforementioned method to an insertion casing (40) since the thickness of press must withstand the friction load to reduce the circulation hole processing to the hard limit except losing flow tides. The difficulty is to provide a perforated tube configuration for insertion hole reduction processing consists of as follows hereinafter. As in Figure 20, casing (40) and the thick cross-section of trapezoidal or round gear form (47) if pak issue on (recovering) (48) (recess) is repeated in the form of a concave-convex on a drawing number is small. If pak issue (48) is cutting unit is V if pak issue (48) thinner cross-section than the perforated guide (49) and form. The thick (47) allows the support force (40) is inserted depth of insertion in a bore hole and has a planned after completing the drilling guide (49) forms for example visible in Figure 22 and 21 also circulated as its method, or the high-pressure compression pressure of compressed air to be circulated as the hole injection by the spray nozzle rotating to form. I.e., excavator (100) by receiving the (20) may be injected is lower confiscation ultra-pressure drilling machine (70) to form a high pressure pump mounting opening (circulation hole) to a depth (71) normally operate 300bar or more while maintaining the high pressure hydraulic [...] (70) rod (20) is connected to the hydraulic [...] rotates with (70) of ultrahigh-nozzle via the casing by water (40) if pak issue of (48) formed a puncturing guide (49) is outwardly formed with a slit opening while formed. Also be used such as pneumatic compressor rather than using high pressure as well as a frame can be operated with a blade to be coated with the S500 disclosure generation formation using a flexural rigidity. Casing (40) using a conventional pipe prevent water pollution is made out of a general steel pipe may be compensated using tuning groundwater in this case due to natural processes if pak issue [su total corrosion activity (48) formed of a drilling tool guide (49) is equal to an upper bracket opening having the anti. In particular steel the steel corrosion in purifying water contamination nitrate nitrogen to aid portion can be inserted into a bore hole provided locking device can be utilized for geothermal energy. On the other hand, casing (40) is peripheral compressed air or high pressure casing (40) and a percussion hammer elevates through the air layer between the peripheral log layer which does not penetrate into the ring-shaped packing to (80) (25 also) can be applied. Packing (80) multi-stage circulation hole (43) when applied different circulation hole (43) between the force is removed. In addition, the present invention refers to a bore hole formed around a steel number existing geothermal water on groundwater and water on to extend the product to be made. Formation water on high-pressure water injection pressure by crushing or explosive crushing consisting of an underwater explosion. As visible in Figure 23, excavation is completed casing (40) after lifting casing (40) through an interior casing (40) is formed on the bottom of fluid which expands on shielding packer (81) on the high pressure injector (80) provided together shielding packer (81) shielding to a percussion hammer in high pressure electric pump (82) through water tank (83) stored water under a high pressure injector (80) supplies high pressure to be applied to water on crushing around a percussion hammer by generating water on around a bore hole formed on the substrate. High pressure injection is defined as water on and crushing pressure without crushing, explosive underwater explosion crushing also by multiple myelomas are included. The present invention is being applied in an geothermal system is made so that the pump and the circulating water and whether a percussion hammer a predetermined time interval lapses, a percussion hammer when a dedicated water formed around a bore hole and water on circulating water separately from the disapproval. In Figure 26 24 also on additional public wall and formed of a percussion hammer such as excavating through ensure higher water pressure applied water on groundwater [...] utilizing water on crushing to form water on artificial initiates disapproval. As seen in Figure 26, a water exclusively one of a percussion hammer, the other a percussion hammer the circulating water a dedicated constructed, dedicated underwater pump water into a percussion hammer (3) on the pipe (5) is arranged, the circulating water is the circulating water dedicated a percussion hammer tube (6) is arranged, underwater pump (3) circulating water by pumping water into water on as the groundwater within dedicated a percussion hammer along dedicated a percussion hammer after having been introduced into water to combustion chamber. Within the ground or underwater pump is low or in situations in which the elution as well as a percussion hammer (3) without applying electromagnetic wave using circulating pump can be both pump can be dropped. I.e., a dedicated water after a percussion hammer when excavating a panel having a conventional dedicated to the circulating water and heat exchange comprising two adjacent a percussion hammer when not affecting groundwater circulation takes place in logarithmic layer depthwise in depth configuration along the machining capacity is lowered number exists in the casing (40) is installed in the diode is outputted to plan depth within casing enables a percussion hammer over diode prevents all log layer performs heat exchange can be made equal to or less than. In addition a percussion hammer and a diameter of 6 inches by correcting a percussion hammer dedicated water circulating water dedicated conventional (150 mm) diameter can be inserted into and out of the casing 4 inches (100 mm) can be small that hereinafter will higher cost and efficiency of excavating the vertical. In addition, a percussion hammer with public wall casing (40) through the spaces between or temperature ensures for excluding the entry of groundwater contaminated groundwater by a title space capable of wall construction variously so that order. As in Figure 27, the lower end construction cutting bit order for injecting seldom a usual construction construction inside casing through two shields for packer (200) after masking construction using tube (210) can be construction through repetition rate, repetition rate of the grouting as visible in Figure 28 in order to intermediate spans, two the aquarium which is shielding packer (200 - 1, 200 - 2) is equal to using. The aquarium which is liquid leakage to the non-shielding blind head pressure inject fluid to the casing (40) to expose the inside of the drug at the pressed construction electric pump wall to order appropriate grouting liquid injection curing to substrate. 10: Excavator, 20: rod 30: Drill bit, 31: bit body 32: Cutting bit portions, 33: tips structure 40: Casing, 41: cutting bit 42: Diamond tip, 43: circulation hole 50: Cutting bit portions billiard, 51: magnet 52: Lifting line, 53: housing 60: Circulation hole working machine, 61: cylinder 62: Piston, 63: perforated tip 64: Coil spring, 70: hydraulic drilling machine The present invention relates to a casing inserting and well digging device of an excavation hole for underground water and geothermal heat and a casing inserting and well digging method of an excavation hole using the same. The purpose of the present invention is that, when an excavation hole (a tubular well for supplying underground water, a geothermal heat hole, etc.) is excavated at a place having volcanic rock based geological features or a place composed of a sedimentary rock layer, and even collapse occurs during an excavation process, a casing can be inserted and installed at the place without large frictional force regardless of depth by being forcibly inserted. A casing inserting and well digging device of an excavation hole for underground water and geothermal heat of the present invention comprises: an excavator (10); a rod (20) which rotates and moves forwardly and backwardly by the excavator; an excavation bit (30) which has a larger outer diameter compared to a planned diameter of an excavation hole, is separably coupled to a tip end part of the rod, and excavates while rotating and digging by the rod; and a cutting bit (41) which has a smaller outer diameter compared to the outer diameter of the excavation bit, is formed at a tip end part of a casing (40) installed in the excavation hole to protect the excavation hole. The cutting bit makes the casing be installed in the excavation hole by cutting a part of the excavation bit or removing the excavation bit from the rod, and makes the rod be drawn to the ground through the inside of the casing. Excavator (10) on; said excavator front and rotated by a rod (20) on; the inner diameter greater than a diameter of said rod is formed at the distal end of a bore hole plan detachably coupled by means of rods while excavating said rotating and digging through excavating bit (30) on; said drill bit made smaller than an outside diameter of a combustion chamber a percussion hammer protecting a percussion hammer casing (40) formed at the tip part of cutting bit (41) wherein, said portion of said drill bit cutting bits into a percussion hammer rod installed in said casing while said cleaving said inner casing configured to ground through said drawing, said drill bit has a bit body (31), said bit body which is circumferential to the peripheral casing disposed spaced apart along the outer periphery of said cutting bit portions protruded (32) wherein, the casing from said casing to said cutting bit portions cutting bits is said bit body in said rod and said cutting said cutting bit portions for developing a percussion hammer drill bit is cut and ground through said inner casing drawing, said excavating bits lines are formed along a line cutting said cutting said cutting bit according to said cutting bit portions is characterized as a cutting device casing of a percussion hammer inserted geothermal groundwater and aircraft atcrbs transponder reply. Back number Back number Back number According to Claim 1, said casing made of different thickness with uneven structure or the compression of high-pressure compressed air by puncturing the skin puncturing guide head recess is formed on the casing of the device inserted into a bore hole characterized geothermal groundwater and aircraft atcrbs transponder reply. Back number According to Claim 1, said movable unit said spring rod is configured to behave or buffer excavator, compresses said casing by said excavator buffer configured to behave the groundwater and casing of a percussion hammer characterized geothermal aircraft atcrbs transponder reply device inserted. According to Claim 1, said orifice discharge means of a percussion hammer drill slime [...] ground, said height difference between said rod and said rod and slime a push-out means installed in said cabinet is arranged on the casing where a shielding casing of a percussion hammer inserted device characterized geothermal groundwater and aircraft atcrbs transponder reply. Back number The device of claim 1 groundwater and geothermal heat a percussion hammer casing inserted using geothermal groundwater and casing of a percussion hammer aircraft atcrbs transponder reply as aircraft atcrbs transponder reply insertion method, a percussion hammer position rod of focused excavator (10) and through said excavator to drill bit (30) has been assembled rod (20) connecting and arranging the number 1; said excavator via a driving means mounted on said rod and by creating scratch to digging through number 2 to excavating; excavating said number 2 while inserted into a casing to a via a percussion hammer into said bore hole, said casing located at the top and spaced apart said excavating said cutting bit is bit number 3 are provided on the excavator and; a percussion hammer after said inner casing of inclined ground through requests for drawing said rod, said casing through said casing around said drill bit cutting bits as said cleaving said cutting bit portions projecting than through said casing and said inner casing with a terrestrial rod drawing number 4 characterized in including a step provided on a percussion hammer casing of a percussion hammer casing using a percussion hammer device inserted geothermal groundwater and aircraft atcrbs transponder reply aircraft atcrbs transponder reply insertion method. Back number According to Claim 10, said cutting bit portions said number 4 step the magnetic adsorbing a magnet (61), said cutting bit portions are listed in a vertical direction with said magnet type magnet lifting refrigerant into high-temperature line (62) including a cutting bit portions collection utilizing the inner pack is the ground said cutting bit portions characterized using a percussion hammer casing of the groundwater and geothermal heat a percussion hammer casing inserted aircraft atcrbs transponder reply device inserted aircraft atcrbs transponder reply method. According to Claim 10, including the step of punching said casing interior and exterior communication with circulation hole number 5 characterized using a percussion hammer casing of the groundwater and geothermal heat a percussion hammer casing inserted aircraft atcrbs transponder reply device inserted aircraft atcrbs transponder reply method. The device of claim 1 groundwater and geothermal heat a percussion hammer casing inserted using geothermal groundwater and casing of a percussion hammer aircraft atcrbs transponder reply as aircraft atcrbs transponder reply insertion method, a percussion hammer position rod of focused excavator (10) and through said excavator to drill bit (30) has been assembled rod (20) connecting and arranging the number 1; said excavator via a driving means mounted on said rod and by creating scratch to digging through number 2 to excavating; excavating said number 2 while inserted into a casing to a via a percussion hammer into said bore hole, said casing located at the top and spaced apart said excavating said cutting bit is bit number 3 are provided on the excavator and; said casing of a percussion hammer device inserted cutting bits using geothermal water and aircraft atcrbs transponder reply ground cutting bit portions the cutting and rod and lifting, coupled with a small diameter casing of smaller than said casing further excavation characterized the authentication device inserted using a percussion hammer casing of the groundwater and geothermal heat a percussion hammer casing inserted aircraft atcrbs transponder reply aircraft atcrbs transponder reply method. According to Claim 14, said casing of said cutting bit inside casing is coupled with a small diameter and small diameter small diameter greater than said outer casing of large mirror casing detachably coupled to a lower end part characterized using a percussion hammer casing of a percussion hammer casing of aircraft atcrbs transponder reply device inserted geothermal groundwater and aircraft atcrbs transponder reply insertion method. According to Claim 10, said hole of said casing after said number 4 collaboration after the optical shield around said periphery of said hole by forming as the groundwater into said bore hole to introduce the water on a percussion hammer characterized using a percussion hammer casing of a percussion hammer casing of aircraft atcrbs transponder reply device inserted geothermal groundwater and aircraft atcrbs transponder reply insertion method. According to Claim 10 or Claim 14, a percussion hammer two navigating, water exclusively to one of a percussion hammer, the other a percussion hammer the circulating water a dedicated constructed, a dedicated water pump and pipe installed in the bore hole, the circulating water pipes is dedicated a percussion hammer and the circulating water, pump circulating water by pumping water into water on as the groundwater within dedicated a percussion hammer along dedicated a percussion hammer after having been introduced into the greater groundwater and characterized geothermal water to aircraft atcrbs transponder reply using a percussion hammer casing of a percussion hammer casing of aircraft atcrbs transponder reply device inserted insertion method. According to Claim 10 or Claim 14, planned digging depth 1/2 half depth section at the top of the ultrasonic depth calculating log layer found insertion completed like pre-circulation hole perforated tube or casing in conjunction with a small number mounted non tube strainer it does, after that the planned depth below section 1/2 half depth segment excavating S367 discovered the log layer depth to groundwater and performs processing to circulation hole characterized using a percussion hammer casing of a percussion hammer casing insertion device inserted geothermal aircraft atcrbs transponder reply aircraft atcrbs transponder reply method. According to Claim 18, 1/2 half depth segment inserting non-tube and perforated tube and a non-porous tube and lower is selected perforated tube both to the groundwater and alternately in the order of perforated tube characterized geothermal aircraft atcrbs transponder reply using a percussion hammer casing of a percussion hammer casing of aircraft atcrbs transponder reply device inserted insertion method. According to Claim 10 or Claim 14, a percussion hammer casing with public wall through space in order to prevent the introduction of groundwater contaminated groundwater or temperature ensures an order wall construction variously so that corresponding space formed on the casing of a percussion hammer groundwater and characterized using a percussion hammer casing insertion device inserted geothermal aircraft atcrbs transponder reply aircraft atcrbs transponder reply method.
