PRECOMPRESSION LOADING APPARATUS OF PILE AND PRECOMPRESSION LOADING METHOD USING SAME
The present invention refers to construction method relates to search, resistance is provided to construction method are disclosed. Such as remodeling of apartment house, enlarged scale of existing structure (a steel) if there is a need, door number encoded in the reinforcement is of foundation. 1, 2 of the existing method is to explain additional pile construction method for reliability also are disclosed. Steel is (1) the basis of the bottom plate (20) to the perimeter of the anchor (22) based on the generated reinforcing material such as the bottom plate (21) and the underlying arranged additional pile (10a) response from the installing device and method (also 1, 2). The temperature, when fine insulation by of the existing method, the following door has been number. Steel (1) when the load 200 having an existing, 2 existing pile of (10) to about 100 (also 1) the original load of each load. Remodeling by means of structure (2) if the load 400 having an existing, 2 existing pile of (10) and two further pile 2 (10a) each load of 100 accomplishing burden. However chamber number further by method of the existing method in pile construction expenditure, existing pile (10) to allow more load (120) and the acts, additional pile (10a) higher small load (80) that the door number is flow tides. The pile tip in intellectif week friction force (the frictional force between the ground around the periphery of the pile) is formed inside the body strength and by which, a displacement is generated order number generating if week friction force previous ground around the periphery of the pile to be required with each other. The ends of the existing method method further by pile installed, additional ground around the periphery of the pile without displacement between or insignificantly enlarged structure in (2) of the inner construction, additional pile which does not act if week friction force, more load is determined existing service for door that number are disclosed. In order to solve the present invention refers to said door such as number point as aligned, serves to reinforce the structure of each of a steel to steel based device and method in a number preceding the free load stock prior load stock intended for its capabilities. And then the number, based on the present invention refers to additional bottom plate (21) as well as embedded, pile (100) is higher than the upper end of the inserted installation holes (211) formed pipe line (210); said pipe line (210) joined to the top of auxiliary pipe (220); said auxiliary pipe (220) load material joined to the top of lower (230); said load material lower (230) is provided to said pile (100) in order to press the upper end of the stock rod (240); characterized in that the preceding load stock device including a post (200) etched in a number. Said auxiliary pipe (220) on the sidewall of filler (M) injection and injection hole (221) preferably is formed. Said pipe line (210) is formed on the inner top of the internal thread portion, said auxiliary pipe (220) installed on the outer faces of [...] formed, said pipe line (210) on said auxiliary pipe (220) includes a screw combination preferably. Said load material lower (230) provided at the lower connecting pipe (250) is installed, said stock rod (240) is said connecting pipe (250) on the lower hollow through exposed, said connecting pipe (250) is formed on the inner lower portion of the internal thread portion, said auxiliary pipe (220) installed on the outer faces of formed [...], said connecting pipe (250) on said auxiliary pipe (220) includes a screw combination preferably. Based on additional bottom plate (21) to enhance engagement with, said pipe line (210) inner fixed part (212) a preferably is projected. The present invention refers to said pile stock preceding load device (200) as preceding load stock using method, based on existing bottom (20) lower exchanger punching and adjacent, said pile (100) after a muscle mouth grudge, grout injection forming pile foundation seat; said pile (100) said a top pipe line (210) of installation holes (211) so as to be located, said pipe line (210) is then a; said pipe line (210) is laid as well as, based on existing said bottom plate (20) with respect to the integral construction, an asynchronous transmission method based on said additional bottom plate (21) forming; said pipe line 9990000 232999 (210) to said auxiliary pipe (220), lower load material (230), stock rod (240) is arranged, said load material lower (230) by said pile (100) for applying a previous load; said installation holes (211) by filling the interior of the filler (M) filling step; the method decodes a number preceding load stock characterized in including a post. The present invention refers to said pile stock preceding load device (200) as preceding load stock using method, said pipe line (210) is installed, said pipe line (210) to is laid, an asynchronous transmission method based on said additional bottom plate (21) forming; said pipe line (210) of installation holes (211) lower exchanger punching and, said pile (100) after a muscle mouth grudge, adjust spring seat formed by injecting pile foundation, said pile (100) said a top pipe line (210) of installation holes (211) located to the call; said pipe line (210) to said auxiliary fine (220), lower load material (230), stock rod (240) is arranged, said load material lower (230) by said pile (100) for applying the previous load; said installation holes (211) by filling the interior of the filler (M) filling step; the method decodes a number preceding load stock characterized in including a post. After said filling, said auxiliary pipe (220), lower load material (230) and stock rod (240) recovering all or part of; further comprising, said charging step includes said auxiliary pipe (220) to such an extent that recovery of charging said filler (M) is preferred. The present invention refers to a steel to steel serves to reinforce the structure of each of based device and method decodes a number preceding load stockstock when previous load resistance. Additional pile construction method is also 1, 2 of the existing method of reliability. 3 hereinafter is also provided of the present invention in the embodiment shown, Method of preceding load stock standpoint also 3, 4. Figure 5 shows a stress distribution also. Figure 6 shows a cross-section of the preceding load stock device also. Figure 7 shows a scheme is pipe sensors mounted thereon. Figure 8 shows a pipe also auxiliary sensors mounted thereon. Hereinafter, with reference to the accompanying drawing of the present invention in the embodiment detailed with respect to each other. As shown in fig. 3 hereinafter, the present invention for a pile by the upper load stock device (200) with an essentially is, based on additional bottom plate (21) as well as embedded, pile (100) is higher than the upper end of the inserted installation holes (211) formed pipe line (210); pipe line (210) joined to the top of auxiliary pipe (220); auxiliary pipe (220) load material joined to the top of lower (230); lower load material (230) is mounted on the pile (100) in order to press the upper end of the stock rod (240); consists of including. By the present invention for a pile of a preceding load stock device (200) using the following method is vacuum-deposited on preceding load stock effected. Based on existing bottom (20) adjacent to the lower exchanger punching and, pile (100) after a muscle mouth grudge, adjust spring seat and form are injected into a pile foundation (3 also). Pile (100) the upper end of the main pipe (210) of installation holes (211) so as to be located, pipe line (210) installed, pipe line (210) is laid as well as, based on existing integral construction to form a bottom plate, based on a user walks by reinforcing the bottom plate (21) formed on the substrate (4 also). Pipe line (210) with respect to the rib (220), lower load material (230), stock rod (240) is arranged, load material lower (230) by pile (100) after the previous for loads, such as mortar installed inside hole filler fills the inside by (M). Load material lower (230) is stock rod (240) through pile (100) to load the previous stock if capable of structure, other alternatively the hydraulic device independent of the disclosed. Pipe line (210), the rib (220) is stock against stresses such as way as to be resistant wire load generated when solid material formed on the substrate by steel. I.e., the present invention refers to pile (100) attached by pressing, pile (100) to supply and ground vertical direction between displacement is formed, pile (100) based on top of the bottom plate (20) integrally or hypermetropia (5 also). Based on this bottom plate (20) with respect to the pile (100) is provided to achieve installed but, pile (100) attached by pressing, pile (100) characterized in that the pin is vertical direction between ground and is filled with displacement. The pile (100) after displacement between ground and perform, when a steel existing structure, due to pile on displacement (100) can be produced as well as the leading grouting if week friction force nickel alloy, a steel structure additional load pile (100) can be shared as the number, an existing thereby pile (10) added burden or reducing the load of the RP disclosed. On the other hand, in order to use free door mat layer number, pipe line (210) based on additional upper end of the bottom plate (21) to the upper surface of a protruding above not to, hydraulic device in such structures such as load material lower (230) the main pipe (210) fixedly secured to the top of difficult disclosed. However the present invention when such as lock, pipe line (210) on top of first auxiliary pipe (220) which combines, lower loading material thereon (230) only a door number as above can be eliminated. In addition, pile (100) to a pressing after completion, pipe line (210) of installation holes (211) is filled by means of the filler must be, auxiliary pipe (220) on a sidewall of the filler (M) injection and injection hole (221) when formed, hereinafter for a filling operation can be performed on organic solvents added substrate (also 6, 8) are formed. Pipe line (210) of a female screw part is formed on the inner, auxiliary pipe (220) installed on the outer faces of formed [...], pipe line (210) and an auxiliary pipe (220) includes a screw joint when a DSP, pipe line (210) and an auxiliary pipe (220) rigid bonds are formed to resist harmful stresses generated during wire work load of the RP disclosed (6 also). Load material lower (230) provided at the lower connecting pipe (250) is installed, stock rod (240) connection pipes (250) exposed through the lower hollow, connecting pipe (250) of a female screw part is formed on the inner, auxiliary pipe (220) installed on the outer faces of formed [...], connecting pipe (250) and an auxiliary pipe (220) includes a screw joint when a DSP, load material lower (230) and an auxiliary pipe (220) is formed in terms of the combination thereof can stably on the log information received from (6 also). Pipe line (210) the outer surface of the rod, ring, such as plate to an fixing portion (212) when is projected, based on additional bottom plate (21) to enhance engagement with tranfectants disclosed (5 also). Pile is formed at (100) shoes pipe line (210) including stock preceding load device (200) and further based on the bottom plate (21) in the embodiment described but installing, according to load when coming stock device (200) and further based on the bottom plate (21) and then first pile installed (100) installing scheme may take disclosed. I.e., pipe line (210) installed, pipe line (210) is laid to, based on a user walks by reinforcing the bottom plate (21) forming; pipe line (210) of installation holes (211) lower exchanger punching and, pile (100) after a muscle mouth grudge, adjust spring seat formed by injecting pile foundation, pile (100) the upper end of the main pipe (210) of installation holes (211) to the call located; pipe line (210) with respect to the rib (220), lower load material (230), stock rod (240) is arranged, lower load material 9 990000655999 (230) by pile (100) for applying a previous load; installation holes (211) by filling the interior of the filler (M) filling step; including a post by implementing method preceding load stock disapproval. In the embodiment in any case on two or, after filling filler, pipe line (210) is based on the bottom plate (21) embedded within a multiple different parts to even, auxiliary pipe (220), load material lower (230) and stock rod (240) preferably recovered reusing all or part of. To this end, pipe line (210) of installation holes (211) of charger charging process is, auxiliary pipe (220) is recovery of enough (filler in the curing of auxiliary pipe (220) not fixing such a degree that it depth) for filling the filler (M) needs disclosed. Or more of the present invention can be implemented by a part of a and the output of the preferred embodiment described, in the embodiment of the present invention don't interpreted as above defined in a known range be at the predetermined level, technical idea of the present invention described above technical idea of the present invention both root and together will that range. 20: based on existing bottom 21: based on additional bottom 100: pile 200: stock preceding load device 210: pipe line 211: installation holes 212: fixture 220: rib 221: injection hole 230: load material lower 233: lower support 240: stock rod 250: connecting pipe The present invention provides a precompression loading apparatus (200) of a pile, comprising: a main pipe (210) buried in an additional base bottom plate (21) and having an inner installation hole (211) to enable an upper end of a pile (100) to be inserted into the inner installation hole; an auxiliary pipe (220) coupled to an upper portion of the main pipe (210); a load loading unit (230) coupled to the upper portion of the auxiliary pipe (220); and a loading rod installed in the load loading unit (230) to press the upper end of the pile (100). Therefore, the present invention can stably reinforce a base structure during extension of an existing structure. COPYRIGHT KIPO 2017 Based on additional bottom plate (21) as well as embedded, pile (100) is higher than the upper end of the inserted installation holes (211) formed pipe line (210); said pipe line (210) joined to the top of auxiliary pipe (220); said auxiliary pipe (220) load material joined to the top of lower (230); said load material lower (230) is provided to said pile (100) in order to press the upper end of the stock rod (240); characterized in that the preceding load stock device including a post (200). According to Claim 1, said auxiliary pipe (220) on the sidewall of filler (M) injection and injection hole (221) is provided with a post is characterized preceding load stock device (200). According to Claim 1, said pipe line (210) is formed on the inner top of the internal thread portion, said auxiliary pipe (220) installed on the outer faces of formed [...], said pipe line (210) on said auxiliary pipe (220) includes a screw binding device characterized preceding load stock post (200). According to Claim 1, said load material lower (230) provided at the lower connecting pipe (250) is installed, said stock rod (240) is said connecting pipe (250) on the lower hollow through exposed, said connecting pipe (250) is formed on the inner lower portion of the internal thread portion, said auxiliary pipe (220) installed on the outer faces of formed [...], said connecting pipe (250) on said auxiliary pipe (220) includes a screw binding device characterized preceding load stock post (200). According to Claim 1, based on additional bottom plate (21) to enhance engagement with, said pipe line (210) inner fixed part (212) characterized in that the pile is projected stock preceding load device (200). Any one of Claim 1 to Claim 5 pile stock preceding load device (200) as preceding load stock using method, based on existing bottom (20) lower exchanger punching and adjacent, said pile (100) after a muscle mouth grudge, grout injection forming pile foundation seat; said pile (100) said a top pipe line (210) of installation holes (211) so as to be located, said pipe line (210) is then a; said pipe line (210) is laid as well as, based on existing said bottom plate (20) with respect to the integral construction, an asynchronous transmission method based on said additional bottom plate (21) forming; said pipe line 9990000 859999 (210) to said auxiliary pipe (220), lower load material (230), stock rod (240) is arranged, said load material lower (230) by said pile (100) for applying a previous load; said installation holes (211) by filling the interior of the filler (M) filling step; the method characterized in including a post stock preceding load. Any one of Claim 1 to Claim 5 pile stock preceding load device (200) as preceding load stock using method, said pipe line (210) is installed, said pipe line (210) to is laid, an asynchronous transmission method based on said additional bottom plate (21) forming; said pipe line (210) of installation holes (211) lower exchanger punching and, said pile (100) after a muscle mouth grudge, adjust spring seat formed by injecting pile foundation, said pile (100) said a top pipe line (210) of installation holes (211) located to the call; said pipe line (210) to said auxiliary fine (220), lower load material (230), stock rod (240) is arranged, said load material lower (230) by said pile (100) for applying the previous load; said installation holes (211) by filling the interior of the filler (M) filling step; the method characterized in including a post stock preceding load. According to Claim 6, after said filling, said auxiliary pipe (220), lower load material (230) and stock rod (240) recovering all or part of; further comprising, said charging step includes said auxiliary pipe (220) is a recovery of said filler (M) to such an extent that the filling method characterized stock preceding load resistance.
