KR100767093B1 - Structure lifting method using pile adjustable the length - Google Patents

Abstract

A method for lifting a structure by using a pile capable of adjusting depth is provided to pull the subsiding structure efficiently by forming a bulb in the lower part of the steel pipe pile, and to construct the steel pipe pile easily by adjusting the depth of the pile with a connecting pipe. A pile(400) is driven into the ground by connecting plural press pipes, and a connecting pipe(410) is installed between the press pipes. The connecting pipe comprises a socket connecting unit(411) fitted to the press pipe, and a body(412) formed as large as the diameter of the press pipe. The depth of the press pipe is adjusted by regulating the length of the body, and a second fixing unit hole is formed around a first guide pipe hole to space the press pipe inserted to a guide pipe from a fixing unit. A horizontal fixing unit is formed in the lower end of a vertical reinforcing bar(221), inserted to the first and second holes and formed integrally with a structure by injecting grouting material(130) including non-shrinkage mortar into the second hole.

Description

Structural LIFTING METHOD USING PILE ADJUSTABLE THE LENGTH

1 is a perspective view showing a state in which the conventional indentation guide, indentation body and the upper plate support is installed.

Figures 2a, 2b, 2c, 2d and 2e shows the structure pulling method according to the invention in order.

3A and 3B illustrate a structure lifting method according to another fastener of the present invention.

Figure 4 illustrates a structure lifting method using the bulb formation according to the present invention.

<Description of the symbols for the main parts of the drawings>

100: structure 110: structure bottom plate

120: drilled hole 121: drilled hole 1

122: drilling hole 2 200: setting member

210: Guide tube 220: Fixture

221: vertical rebar 222: horizontal fixture

223: horizontal rebar 230: hydraulic cylinder

240: hydraulic pump 300: upper support

310: top 320: connection nut

330: Reinforcing bar 340: Tightening nut

400: indent 410: connector

411: socket connection 412: body

420: Rebar assembly 430: Filler

440: packing material 450: injection pipe

500: indentation means 600: impression support plate

610: support plate 620: nut

700: ground

The present invention relates to a structure lifting method using a press-fitting body that can be adjusted in depth. More specifically, indented structures such as piles, upper plate supports, and impression support plates are installed arbitrarily inside structures that are closed and confined spaces such as apartment basements and factories, so that the sinked structures can be raised and, if necessary, repressed later. It relates to a structure impression method that can adjust the depth of the indentation of the three-dimensional.

In case of subsidence or reinforcement of the constructed structure, most of the methods have been used to inject cement solution or mortar into the ground.However, it is difficult to secure and evaluate the quality of the construction results. Most of the techniques up to this point were suppression of additional settlement, and even if the foundation reinforcement or raising of the structure was possible, there was a problem that excessive cost was required when the soft ground layer was thick or the height to be raised was large.

On the contrary, the steel pipe pile press-in method is a vibration-free, noise-free, environmentally friendly method that presses the steel pipe pile up to the required hard strata, and simultaneously raises and strengthens the structure settled by the pressed pile. It can be said that it is a method that can solve all the existing problems, such as the accuracy of the indentation pile is accurately understood.

However, when the underground structures were submerged, there was no specific method for supporting and pulling the pile in the application of the steel pipe pile press-fit method in the confined space that was not opened. In the event of a fire, a need arises for the development of a process that is easy to re-raise the structure.

In order to restore the function of the structure by reinforcing and raising the foundation for the structure is settled, the construction method that can be raised and re-raised in the future can be re-raised. This will be described in detail with reference to FIG. 1.

First, the setting member 20 which is installed as a reaction means together with the initial setting for press-fitting the indenter 40 into the lower ground 60 of the structure 10 and the upper support 30 to be described below is prepared in advance.

The setting member 20 is composed of a guide tube 21, such as a circular steel pipe and a reinforcing bar 22 to surround the guide tube 21.

At this time, the length of the guide tube 21 is to be formed at least longer than the thickness of the structure 10, the diameter of the guide tube 21 to have a diameter enough to be inserted into the indenter (40).

Around the guide tube 21, the reinforcing bar 22 integrated with the guide tube 21 and the welding method is mounted.

At this time, the reinforcing bar 22 is a plurality of vertical reinforcing bars (22a) to bind the plurality of horizontal circular reinforcing bars (22b) and the horizontal circular reinforcing bars (22b) are vertically spaced up and down the whole guide tube 21 It is formed to include,

The vertical reinforcing bar (22a) is spaced apart from each other is installed to surround the guide tube 21, the lower end is formed to be bent outward in an extended state than the lower end of the guide tube 21, the upper end of the guide tube 21 It extends from the upper end portion and is formed to protrude upward.

The setting member 20 is to be used immediately to raise the structure 10 by manufacturing a large number in advance near the factory or the site.

In order to install the setting member 20 manufactured as described above, first, a part of the surface of the bottom plate 11 is cut off, and then a perforation hole 12 is formed in the bottom plate 11 by using a drilling equipment.

At this time, the hole 12 is larger in diameter and the upper portion of the lower diameter is formed to be larger, so that the space for installing the upper support 30 to be described later to the setting member 20 is formed do.

The setting member 20 is inserted into the drilling hole 12,

The setting member 20 and the protruding member 13 are finally integrated by welding or the like in a state where the reinforcing bar 22 of the setting member 20 spans the protruding member 13.

The diameter of the drilling hole 12 should be such that a space for integrating the setting member 20 and the protruding member 13 to each other is secured.

Next, in order for the setting member 20 and the structure 10 to be integrated with each other, the mortar, which is not shown, is filled in the inner part of the hole 12 and the bottom plate 11 of the structure 10, and the mortar is cured. Allow member 20 to be integral with structure 10.

At this time, the bent lower end of the vertical reinforcing bar (22a) constituting the setting member 20 serves as a stopper (STOPPER) as a kind of fixing means to act as a configuration capable of resisting the drawing when the setting member 20 is to be drawn out. do.

Next, the press-fit body 40 is inserted into the guide tube 21 of the setting member 20 to be set.

At this time, the press-fit body 40 uses a concrete pile produced as a structural pile.

Next, the upper support 30 of the present invention is mounted on the setting member 20.

At this time, the upper support 30 is provided with a support bar 33 formed so that the circular upper plate 31 and one end penetrating the upper plate is fastened to the upper plate 31 by a nut 32 and the other end extends downward. do.

That is, in the state where the concrete pile is initially set in the setting member 20 as the indenting body 40, the indenting means 50, such as a hydraulic cylinder having a predetermined capacity, is installed on the upper surface of the indenting body reinforcing plate 34. .

Next, the upper end of the vertical reinforcing bar (22a) constituting the setting member 20 is to be fastened with the supporting bar (33) of the upper support (30), this fastening is simply mechanically fastened by the connecting nut (35) Will be done.

Next, the press body 40 is pressed into the lower ground structure 60.

That is, the operation of the press-fit means 50 such as the hydraulic cylinder is connected to the setting member 20 and the setting member 20 and the setting member 20 integrated with the structure 10, and the upper support body 30 is installed to restrain the press-in body by the reaction force. The concrete pile 40 is to be press-fitted into the lower ground 60 of the drilling hole 12.

In order to press the plurality of concrete piles to a predetermined depth to the end of the final concrete pile to reach the hard support layer of the ground under the structure.

If additional pressurization is continuously transmitted to the indenter 40 in which the tip is press-fitted to the hard support layer as described above, the indenter 40 is no longer press-fitted to the hard support layer, and thus the structure 10 in the form of reaction force. ) Can be raised by the indenter (40).

As a result, when the entire indentation body 40 is pressed in the lower ground 60 all completed, it is possible to finally raise the settled structure 10 to the desired degree. When the final structure impression is confirmed, stop the operation of the indentation means (50).

However, in the process of setting and press-fitting the press fitting body 40 to the guide tube 21, the reinforcing bar 22 constituting the setting member 20 is too close to the guide tube 21 and inserted into the guide tube. It has been pointed out that the problem of poor workability in indentation installation,

The press-fit body 40 is used to produce a roughly 1.5m to facilitate the transport and installation inside the structure, in the state that the press-in body 40 is finally pushed in, the projecting upward from the bottom plate 11 than necessary. In many cases, the tofu treatment (cutting) is very cumbersome, and when the depth of reach to the subsurface solid support layer is too deep, the indenter cannot be inadvertently inadvertently pushed for a method capable of using an optimal indenter.

The present invention is to solve the problems of the prior art as an object of the present invention to restore the function of the structure through the basic reinforcement and impression of the structure is settled, and to raise and re-raise the structure can be re-raised later Provides a method that can be pulled up, but it is possible to adjust the press-in depth during construction of the press-fitted body to optimize the material usage and to improve the workability in the lifting work of the structure, easy to apply even when the hard support layer is located below the ground It can be said to provide a structure impression method using a press-fit body that can be adjusted in depth.

The present invention to achieve the above technical problem

Basically, the upper support 300 which is connected to and installed on the setting member 200 and the setting member 200 for inserting the press-fit member 400 into the drilling hole 120 formed in the structure bottom plate 110 and press-fitted. And the press support means 500 and the impression support plate 600 for maintaining the structure lifting state is used as it is. At this time, the present invention

First, using a steel pipe as the indenting body 400 to facilitate the cutting of the head by its cutting, etc., the steel pipe is manufactured to have a length of approximately 1.5m to facilitate transportation and construction in the closed structure, In addition, the socket-type connecting pipe 410 may be used between the steel pipe and the steel pipe so that the height of the protruding portion of the bottom plate may be adjusted while the final steel pipe is pressed into the rigid support layer.

That is, by adjusting the length of the socket-type connection pipe 410 it is possible to optimize the overall steel pipe usage and to prevent the deterioration of workability and workability by cutting unnecessary steel pipe head.

Second, when forming the drilling hole 120 in the bottom plate 110 so that the formation position of the fixture 220 constituting the setting member 200 does not interfere with the indentation construction of the indenter 400, the fixture is inserted The punched holes to be inserted into the drill holes and the guide tube is inserted (punched holes 1,2).

Third, when press-fitting the steel pipe, which is the indenting body 400 to the bottom plate bottom, if the depth to the hard support layer is excessively deep, the filling material such as concrete is formed in the bottom of the ground through the steel pipe arbitrary bulb 710 is ground In order to be formed in the indenter, the indenter was sufficiently made to function as a foundation pile for the structure even without reaching the rigid support layer.

BRIEF DESCRIPTION OF DRAWINGS To describe the present invention more clearly and easily, the following describes the best embodiments of the present invention in detail with reference to the accompanying drawings. Is not limited to the embodiments described below.

2a to 2e shows the structure impression method in order according to the present invention,

3A and 3B illustrate another example of the structure pulling method of the present invention according to the thickness and the fixture of the bottom plate constituting the structure,

Figure 4 shows a construction example of the present invention that the bulb is formed in the construction of the indenter.

First, the present invention basically press-fitting the indenter 400, such as steel pipe from the bottom plate 110 of the structure 100, such as the basement floor surface of the building structure, such as apartments or buildings or the bottom plate 110 of the factory structure. It is constructed in the way. This basically uses a pile pressing method for press-fitting the press body 400 to the ground by the reaction force by the pressing means 500 including the hydraulic cylinder.

First, the setting member 200 to be installed as a reaction means together with the initial setting for pressing the indenter 400 into the lower ground of the structure 100 and the upper support 300 to be described later is prepared in advance.

Referring to FIG. 2A, first, a perforation hole 120 is formed in the bottom plate 110 of the structure 100.

The drilling hole 120 is largely divided into a drilling hole 1 121 for the guide tube 210 constituting the setting member 200 and a drilling hole 2 122 for the fixture 220 constituting the setting member 200. After cutting the surface of the bottom plate 110 part of the structure 100 by using the drilling equipment, the drilling hole 1 (121) and the drilling hole 2 (122) are formed in the structure bottom plate (110).

At this time, the drilling hole 2 (122) is in contact with the drilling hole 1 (121) to be formed in the circumference so that the drilling hole 120 in the form of a cross-section of the dumbbell to be finally formed.

In addition, the bottom plate 110, so that the setting member 200 to be described later separately from the bottom of the bottom plate 110 to be easily set so that a predetermined space is secured by the additional digging method.

Next, the setting member 200 is inserted into the drilling holes 1,2 and 121 and 122 to be set.

Referring to FIGS. 2A and 2B, the setting member 200 includes a guide tube 210 such as a round steel pipe and a fixture 220 installed around the guide tube 210.

The guide tube 210 uses a steel pipe, but the length thereof is formed to be longer than at least the thickness (d) of the structure 100, the diameter of the guide tube 210 can be inserted into the indenter 400 to be described later Make sure you have enough diameter.

The fixture 220 is to be formed so that the two vertical reinforcing bars 221 are spaced apart from each other, the lower end to the horizontal fixing sphere 222 is formed, the vertical reinforcing bars 221, the horizontal reinforcing bars of the curved shape By allowing a plurality of spaced apart from each other, the fixture 220 can be installed in close contact with the inner surface of the through hole 2 (122) of the circular cross section.

Looking at the order of installing the setting member 200 as described above,

As shown in FIG. 2A, one fixture 220 is first inserted into each of the through holes 2 122.

Next, as shown in FIG. 2B, the fixture 220 is in close contact with the drilling hole 2 122 using the hydraulic cylinder 230 and the hydraulic pump 240, and the horizontal rebar 221 of the fixture 220 is formed. The bottom plate 110 is to be installed hanging on the bottom.

The guide pipe 210 is a steel pipe is inserted into the drill hole 1 (121). Therefore, the fixture 220 and the guide tube 210 may be disposed to be spaced apart from each other by being installed in each of the drilling holes 1,2 spaced apart from each other to prevent the phenomenon that the indentation of the indentation body 400 is disturbed because of the fixture 220. You can do it.

According to Figure 3a it can be seen that the fixture 220 is mounted on the outer circumferential surface of the guide tube 210 by welding, it can be said to reduce the trouble of installing the fixture 220 separately.

That is, the vertical reinforcing bar 221 constituting the fixture 220 is positioned so as to be spaced apart from the guide pipe 210 by the horizontal reinforcing bar 223 of the curved shape, the horizontal fixture 222 is one side of the guide pipe 210 By making contact with the outer circumferential surface of the), the setting member 200 can be constructed at once.

According to this, the setting member 200 may be pre-fabricated by constructing the guide tube 210 and the fixture 220 in advance, and may be integrally constructed, and separately manufacture the fixture 220 and the guide tube 210 separately. It can be seen that.

In addition, a roughly middle portion of the drilling hole 120 may be pre-installed, not shown protrusion member including the reinforcing bar from the inner surface of the drilling hole.

The vertical reinforcing bar 221 or horizontal reinforcing bar 223 of the fastener 220 may be bound to the protruding member so that the position of the initial fastener may be set.

Next, in order for the setting member 200 and the structure 100 to be integrated with each other, as shown in FIG. 2C, the grouting material 130 such as mortar is grouted on the inside of the drilling hole 120 and a portion of the bottom surface of the structure 100. When the mortar is cured, the setting member 200 is integrated with the structure 100.

At this time, the horizontal fixture 222 constituting the setting member 200 serves as a stopper (STOPPER) as a fixing means to act as a configuration that can withdraw the drawing when the setting member 200 is to be drawn out.

At this time, if the fixture 220 is manufactured together with the guide tube 210 as shown in Figure 3a, as shown in Figure 3b, the grouting material 130 may be grouted to the drilling hole 2.

As such, it can be seen that the guide tube also serves as a formwork for grouting the grouting material 130.

Next, the indenter 400 is inserted into the guide tube 210 of the setting member 200 to be set.

At this time, the indenter 400 is to use a steel pipe (STEEL PIPE) produced as a structural pile. Such a steel pipe is pressed into the ground 700 to act as a basic reinforcing member of the structure 100 itself, and in this sense, the steel pipe may be referred to as a press-fit pipe.

Accordingly, when the press-fit member 400, which is the steel pipe, is continuously press-fitted into the lower ground of the structure 100 using the upper support member 300 and the press-fit means 500, the tip reaches the hard support layer under the bottom of the final ground. And, a kind of reaction force is generated by the additional indentation, the reaction force is constrained by the setting member 200 integrated with the structure 100, it is possible to raise the submerged structure.

Further, the steel pipe is used to be made in the length considering the ceiling height and transport of the structure 100, but the diameter is smaller than the guide pipe.

Until the steel pipe reaches the rigid support layer, as described below, the steel pipe is press-fitted while being connected to each other using the socket-type connecting pipe 410, and the press-fit member 400 initially press-fitted by the setting member 200 is vertically Since it can be set initially, the straightness can be secured at the time of indentation, so that the workability and workability can be sufficiently secured.

The connection pipe 410 is to use the one produced in the socket tube method as shown in Figure 2c, it consists of the upper and lower socket connection portion 411 and the body portion 412 integrated with both socket connection portion 411.

That is, the socket connection part 411 is inserted into the connected steel pipe in a socket manner and formed to be in close contact with the inner surface, and the body part 412 integrated with the socket connection part 411 is formed to have the same diameter as that of the steel pipe. The steel pipe is to ensure sufficient continuity.

At this time, the steel pipes connected to the connection pipe 410 may be connected to each other in a simple mechanically fitted manner, or may be to ensure an additional adhesion by adhesive or welding.

The connecting pipe 410 may be manufactured by adjusting the height of the body portion 412. Through such height adjustment, the head of the finally press-fitted steel pipe does not protrude too upward from the drilling hole 120 so that the unnecessary steel pipe head To prevent the cutting work,

It can be seen that by using the connecting pipe can be connected to the steel pipes more easily.

Next, the upper support 300 is mounted on the setting member 200 as shown in FIG. 2C.

At this time, the upper support 300 is formed so that the upper end of the dumbbell-shaped upper plate 310 and the upper portion through the upper plate 310 is fastened to the upper plate 310 by the connection nut 320, the other end is extended to the lower portion It is provided with a support reinforcement 330.

That is, the head reinforcing plate 360 is selectively installed on the head of the steel pipe in a state where the steel pipes connected to each other by the connection pipe 410 are initially set in the setting member 200 as the indenter 400, and the head reinforcement is provided. An indentation means 500 such as a hydraulic cylinder having a predetermined capacity is installed on the upper surface of the plate 360.

Next, the upper end of the vertical reinforcement 221 of the fixture 220 constituting the setting member 200 to be fastened with the support reinforcement 330 of the upper support 300, such fastening by the fastening nut 340 Simple mechanical fastening ensures workability,

Thus, the upper portion of the press-in means 500 is installed in contact with the bottom surface of the upper plate 310 constituting the upper support 300, it is preferable to have a large ground area by the upper support member (350).

Next, the press body 400 is press-fitted into the lower structure 700 of the structure.

That is, the operation of the press-fit means 500 such as the hydraulic cylinder is connected to the setting member 200 and the setting member 200 and the setting member 200 integrated with the structure 100, the upper support member 300 is restrained by the reaction force by the reaction force The concrete pile 400 is to be press-fitted into the lower ground 700 of the drilling hole (120).

While measuring the amount of indentation by one stroke of the indentation means 500 while pressing a plurality of steel pipe to a predetermined depth to the front end of the final steel pipe to reach the rigid support layer of the lower ground of the structure.

When the additional pressurization input is continuously transmitted to the press-fit member 400 in which the tip is press-fitted to the callus support layer as described above, the press-fit body 400 is no longer press-fitted to the call-support layer and stops the operation of the press-fit means 500. To do that.

At this time, after the final indentation of the indentation body 400, which is a steel pipe as shown in Figure 2d, the reinforcing bar assembly 420 is further installed inside the steel pipe, additionally filling material such as concrete so that the reinforcing bar assembly 420 is embedded in the steel pipe ( 430 is injected. At this time, as the filler is hardened, the steel pipe and the filler are synthesized with each other, so that the steel pipe can be used as a steel pipe in which a kind of concrete and a reinforced assembly are synthesized.

As described above, when the indentation of the indenter 400 and the filling of the reinforcing bar assembly and the filling material in the indenter are completed according to the structure, the structure is simultaneously raised in a reaction force by applying an additional press input to the indenter. It is necessary to maintain the structure lift state.

Thus, as shown in FIG. 2E, the impression supporting plate 600 is installed on the setting member 200 surrounding the press-fit body 400.

That is, after the fastening nut 340 is released to dismantle the state in which the upper support member 300 and the setting member 200 are connected, the vertical reinforcing bar 221 constituting the setting member 200 is a dumbbell-shaped support plate 610. Through and to protrude upward, the nut 620 is installed in the unsupported state to the support plate 610.

Next, the upper support 300 is installed on the vertical rebar 221 again, and the indenting means 500 is installed again between the upper support 300 and the impression support plate 600, and all the indenters are constructed at the same time. An additional pressing force is applied to the structure, and by this additional pressing force, the structure 100 can be pulled up at a time.

When the structure is completed in a temporary manner as described above, it is necessary to maintain the pulling state.

To this end, after dismantling the upper support member 300 and the press-fit means 500, the support plate 610 is fixed to the nut 620 to the vertical reinforcing bar 221, and finally, the lifting state of the final structure is the lifting support plate ( 600 can be maintained.

As a result, it can be seen that the additional pressing force acted to raise the structure 100 is finally restrained by the lifting support plate 600 so that the structure 100 can be maintained in the pulling state.

In addition, as time passes, there is room for the structure 100 to sink again due to various external influences.

Thus, in the present invention, the impression supporting plate 600 is not to be permanently finished so that the additional structure 100 can be raised.

That is, the nut 620 of the installed impression support plate 600 is loosened, and the upper support body 300 composed of the upper plate 310 and the support reinforcement 330 is reinstalled by using the fastening nut 340, and the press-fitting means The 500 is installed between the upper support member 300 and the press-fit member 400 which is a steel pipe.

When the press means 500 is operated, it is possible to raise the structure settled by the press input again.

In general, since the settling amount of the re-settled structure 100 may vary depending on the site, it may be possible to re-impress the structure 100 by using an additional indenter not shown.

When the final re-impression is completed, the support plate 610 is fixed to the vertical rebar 221 with a nut 620, and the upper support member 300 and the press-in means 500 are dismantled.

4 is particularly in press fitting the steel pipe to the support layer as a press-fit 400, in particular, when the press-depth depth is not enough to use expensive steel pipe, in particular the filling material such as concrete inside the steel pipe When filling, the packing material 440 is installed inside the upper end of the steel pipe, and the bulb injection tube 450 for penetrating the packing material 440 is installed, and then press-filled through the bulb filler through the injection pipe. Bulb 710 is formed in the lower part of the tube,

In this case, it can be seen that the bulb 710 is formed in the lower ground of the steel pipe, and it can be seen that the steel pipe tip is supported by the bulb.

That is, by forming a bulb which serves as a hard support layer on the ground of the lower end of the steel pipe can be said that the bulb can act as a hard support layer.

According to the present invention, a more efficient and reusable structure is made possible by using a press-fitting body, which is a concrete pile functioning as a permanent foundation reinforcement of the structure, in a closed space such as a structure underground. The impression method is provided, and the construction of the press-fitted body is not interfered by the setting member, thereby improving the efficiency, workability and workability of the press-fitted work.

In the use of steel pipe as a press-fit body, not only the connection construction is easy, but also the effective steel pipe head treatment is possible by adjusting the overall press-in depth to the connecting pipe.

If the indentation depth is large, the bulbs are formed together to allow more economic and efficient structure impression. An embodiment of the present invention described above and illustrated in the drawings should not be construed as limiting the technical spirit of the present invention. Those skilled in the art of the present invention can change and change the technical idea of the present invention in various forms. Therefore, such improvements and modifications fall within the protection scope of the present invention as long as it will be apparent to those skilled in the art.

Claims (5)

First, a setting member including a fixture including a guide tube and an upper support fixing reinforcing bar is installed inside the drilling hole formed at the bottom of the structure, and the position is set by inserting a press-fit into the guide tube. In the structure lifting method of connecting the upper end of the fixture to the upper support, the press-fitting means is installed between the upper end of the press and the upper support to operate and press the indenter to the lower ground of the structure and to raise the structure, The press-fit body is press-fitted while connecting a plurality of press-fit pipe including a steel pipe, install a connection pipe between the press-fit pipe and the press-fit pipe, the connection pipe is inserted into the inner surface of the press-fit pipe and the same end as the press-fit pipe It is to be formed in the body portion formed in size, to adjust the depth of indentation of the indentation pipe by adjusting the forming length of the body portion, The drilling hole is formed to be a guide hole 1 for the guide pipe and a hole 2 for the fixture, the hole 2 is formed in the periphery of the contact hole 1 and the indentation pipe and the fixture inserted into the guide tube and the guide tube spaced apart from each other Structural impression method using a press-fit the depth can be characterized in that the position to be positioned. delete According to claim 1, The fastener is formed of a horizontal fixture formed on the lower end of the vertical reinforcement, After being formed integrally with the guide tube to be inserted into the drilling holes 1,2, grouting the grouting material including the non-shrink mortar in the drilling hole 2 to be integrated with the structure, or Insert the guide tube into the drill hole 2 separately from the guide tube and place the horizontal fixture on the bottom of the structure, and then insert the guide tube into the drill hole 1 and grout the grouting material including the non-shrink mortar to be integrated with the structure. Structural impression method using a press-fitting body that can be adjusted depth. According to claim 1 or claim 3, wherein the reinforcing bar assembly is further installed in the indentation pipe, the depth control is characterized in that the additional filling of the filler including concrete so that the reinforcing bar is embedded in the indentation pipe. Structural impression method using possible indents. According to claim 4, The indentation pipe is press-fitted until reaching the hard support layer, or before the installation of the reinforcing bar is installed a packing material in the upper end of the indentation pipe, the bulb injection tube for penetrating the packing material is installed Structural impression method using a depth-adjustable indenter characterized in that the bulb is formed in the lower part of the indentation pipe through the filler for filling through the injection tube.

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