KR101705785B1 - Apparatus for Supporting Anchor box for Tie-Back Anchor of H-Pipe Pile used in the Panel Retaining Wall Method without Wale and Method for Installing Tie-Back Anchor of H-Pipe Pile without Wale - Google Patents

Abstract

The present invention relates to an H-type steel sheet pile for use in a ground stabilizing method, which is provided for securing the stability of a sloping surface in the construction of a basement or a retaining wall of a building during construction or civil engineering work There is provided an H-shaped profile steel file in which an anchor box for supporting a ground anchor for supporting a lateral pressure of a retaining wall is integrally coupled to an anchor box for supporting a flange of an anchor box coupling portion of an H- Anchor box installation structure of an H-shaped file for non-tile earthwork with an inner flange reinforcement plate and an outer flange reinforcement plate (140) longitudinally coupled to inner and outer sides of a flange of a file, and an anchor box installation structure using the same Provides an installation method.

Description

Technical Field [0001] The present invention relates to an anchor box installation structure for an H-shaped pile file for non-tile clay construction, and a method for installing a non-tile anchor using the same. Tie-Back Anchor of H-Pipe Pile without Wale}

The present invention relates to an H-shaped profile file for a pile pile used in a soil stabilization method for securing the stability of an excavated surface in the excavation work for constructing a structure such as a basement or a retaining wall of a building during construction or civil engineering work, An anchor box installation structure of an H-shaped section steel pipe structure for facilitating the installation of a ground anchor for supporting a lateral pressure of the earth retaining wall and an anchor box integrally coupled thereto so as to more firmly support an installed ground anchor, This is related to the anchor installation method.

In general, excavation of the ground in a stationary equilibrium condition results in the occurrence of a soil relaxation zone inevitably resulting in a ground displacement. Various soil stabilization methods for controlling and minimizing the deformation of such a ground displacement are performed before and after the excavation. Is used.

Particularly, in the case of performing the hoisting operation of the target ground in order to construct structures such as basement or retaining wall of the building, in order to secure the stability of the excavated surface, considering the magnitude and distribution and displacement of the transverse earth pressure acting on the wall, It is very important to design and construct a proper and secure retaining structure.

The piling method is divided into a toe wall method to maintain the self reliance of the backside soil and a supporting method to structurally reinforce it. Currently, the most widely used toe wall method is a piling method such as a thumb pile method, a CIP (Cast In Place Pile) (Soil Cement Wall) method, Slurry Wall method, and Sheet Pile method.

In addition, there are anchor types such as ground anchor (anchor anchor) method and soilless nailing method in order to support the earth retaining wall. On the other hand, there is a supporting method using a beam type structure such as a strut type construction method and a back road method.

Before the excavation, the thumb pile such as H-Pile is installed at the set interval and the excavation is carried out step by step, and the soil plate is sandwiched between the thumb piles to support the earth pressure. In particular, when it is necessary to further improve the horizontal resistance according to the degree of stability of the ground, the earth retaining wall may be additionally or in place of a bracket supporting the earth retaining wall horizontally, After drilling with a drill (Earth Drill), a tensile material such as a reinforcing steel or a PC steel wire is inserted into the hole, and the periphery is grouted with a grout material such as cement mortar and hardened. Then, a ground anchor Earth anchor) is often used, In order to effectively transmit the tensile force of the ground anchor to the retaining wall, a structure in which a wale is installed horizontally at a suitable height along the wall surface of the earth retaining wall and a ground anchor is installed in the wale is generally used. Also referred to as a tie-back anchor method.

Unlike the sheet pile method, the Thumb pile method, in which a H-Pipe pile (Thumb pile) is inserted after drilling with a perforator, and the soil wall is formed by using a top plate on the guttersy, is a reusable advantage of the thumb pile and soil plate, In recent years, as a method for solving the problems of air extension and inefficiency of separately installing a wrist band as a member for simply installing a ground anchor, A structure in which the basic shape of the H-Pipe pile (the pile of the thumb) itself is deformed or a part of the H-Pipe pile is cut to install the anchor box is disclosed in Korean Patent Publication No. 10-2005-0073777 2005. 07. 18) and Korean Patent Registration No. 10-0907904 (2009. 07. 16. Announcement).

However, in these conventional techniques, the basic shape of the H-Pipe (H-Pipe Pile) is changed from a combination of two "C" (H-Pipe Pile), a part of the inserted H-pipe pile, is required to be welded to the joint of the " In the structure in which the anchor box is installed by cutting, the web cut part of the H-pipe pile (H-pipe pile) cut for installation of the box may cause a lack of rigidity due to the additional rigidity provided by the anchor box to be installed The flange cut portion having no additional reinforcing means causes a shortage of rigidity. As a result, There is a tendency that excessive bending deformation caused by the stress applied by the work or the lateral pressure of the back surface is present, which poses a threat to the stability of the construction. Further, the bending deformation due to stiffness imbalance easily occurs There is a problem that a portion of the tensile force of the steel wire of the ground anchor after tension installation is lost over time.

Further, in the case of a H-type steel pipe file having an anchor box according to a conventional general structure, there is provided a separate means for preventing the sliding movement of the pressure plate used in the tensioning and fixing step of the steel wire in the ground anchor installation process So that the pressure plate is slid downward during the tensioning of the steel wire, thereby causing a problem that the tensile force of the steel wire is lost.

Disclosure of Invention Technical Problem [8] Accordingly, the present invention has been made to solve the above-mentioned problems occurring in the prior art, and it is an object of the present invention to provide an H-pipe pile ), And a ground anchor is used as a member for installing a ground anchor in a thumb-pile method in which a toothed wall is formed by using a tobacco plate for gutting, and a wedge is not installed separately. And is not economically disadvantageous because it is not economically disadvantageous in view of the fact that the anchor box is installed at the flange portion of the H-pipe pile (thumb pile) so as not to cause loss of the tensile force of the steel wire of the installed ground anchor It is necessary to provide a means for securing sufficient rigidity .

It is another object of the present invention to provide a means for preventing a sliding movement of a platen used in a tensioning step and a fixing step during a ground anchor installation process.

In order to solve the above-described technical problem, the present invention provides an anchor box installation structure of an H-shaped steel pipe,

An anchor box formed by a rectangular box body in which a drilling rod and a grouting pipe of a drilling apparatus can be inserted and inserted and a front and rear faces are opened so that a steel wire for a ground anchor can be inserted therethrough;

An H-shaped section steel file in which the anchor box is formed in the web and the flange so as to be fixedly coupled through the web and the flange;

An inner flange reinforcement plate longitudinally coupled to an inner side surface of the flange of the H-shaped section steel filament located on the outer surface of the anchor box to reinforce the flange of the anchor box engaging section of the H-section steel section file;

An outer flange reinforcement plate coupled to the flange outer side surface of the H-shaped section steel pipe so as to reinforce the flange of the anchor box engaging section of the H-shaped section steel filament to support a support plate provided at the time of pulling the steel wire;

A rear end of the steel wire provided at the front surface of the outer flange reinforcing plate to support a rear end of the steel wire after fixing the rear end of the tensioned steel wire of the ground anchor penetrating through the anchor box, A platen including a ball; And

Wherein the outer flange reinforcement plate is supported on the front surface of the outer flange reinforcement plate so as to support the bottom surface of the outer flange reinforcement plate so as to prevent downward sliding displacement of the pressure plate on the front surface of the outer flange reinforcement plate, The present invention also provides an anchor box installation structure for an H-type steel girder for non-woven earthmoving work, comprising a plaster plate stopper provided in a lateral direction so as to protrude forward.

 Further, in order to accomplish the technical object of the present invention,

The method comprising the steps of: fabricating an anchor box installation structure of an H-type steel pipe file having an anchor box, an inner flange reinforcement plate, and an outer flange reinforcement plate integrally provided in a H-type steel pipe file;

The method comprising: placing an anchor box installation structure of the H-shaped section steel file on a ground;

A ground wire penetrating through the anchor box of the H-shaped steel pipe installation structure to penetrate the anchor hole, inserting the steel wire constituting the ground anchor, and injecting the grout material into the anchor hole to ground the wire end, A step of installing the anchor in the ground;

A supporting member for supporting a rear end portion of the tensioned steel wire, a supporting member for supporting a rear end portion of the tensioned steel wire, a supporting member for supporting the rear end portion of the grounding anchor, And a fixing step of fixing the end fixing cone to the rear end of the steel wire fixing pin so as to be fixedly supported,

The lower surface of the pressure plate installed on the front surface of the outer flange reinforcing plate is supported by the pressure plate stopper provided in the transverse direction so as to protrude forward at the front set height of the outer flange reinforcing plate in the steel wire pulling and fixing step And a step of preventing downward sliding displacement of the pressure plate at the front surface of the outer flange reinforcement plate, which may be caused when the steel wire is pulled, is performed is performed. [5] The non-woven structure according to claim 1, Anchor installation method is provided.

According to the present invention, it is possible to provide an anchor box installation structure for a non-woven earth retaining hosiery file in an anchor box mounting structure in which a long time and cost are not required, thereby providing an economical advantageous effect, And the outer flange reinforcing plate is cut to provide an anchor box at the H-pipe pile (thumb pile) so that the flange portion where the rigidity is weakened can secure a sufficient rigidity, It is possible to improve the overall rigidity of the anchor box mounting structure and to maintain the balance of the rigidity so that the structural stability of the anchor box mounting structure is formed while preventing the loss of the tensile force of the steel wire of the ground anchor,

In addition, according to the present invention, it is possible to prevent the downward sliding displacement of the pressure plate by the pressure plate stopper provided on the pressure plate installed on the front surface of the outer flange reinforcing plate during the tensioning of the steel wire and the fixing step in the fixing step, And the like.

FIGS. 1A to 1C are an exploded perspective view, an assembled state side view, and a coupled state transverse sectional view of an anchor box installation structure of a H-type steel pipe file having an anchor box according to a first embodiment of the present invention.
FIGS. 2A to 2C are an exploded perspective view, an assembled state side view, and a coupled state transverse sectional view of an anchor box installation structure according to a second embodiment of the present invention in which the structure of the anchor box is modified.
3 is an exploded perspective view of the anchor box installation structure according to the third embodiment, which improves the shape of the inner flange reinforcement plate and the outer flange reinforcement plate.
4 is an exploded perspective view of the anchor box installation structure according to the fourth embodiment, which improves the shape of the inner flange reinforcement plate and the outer flange reinforcement plate.
FIGS. 5A to 5D are views showing various modified embodiments of a fixing post of a steel wire rear end formed on a support plate constituting an anchor box installation structure of an H-shaped steel pipe file having an anchor box according to the present invention.
6 is a view showing a state in which a ground anchor is installed using an anchor box installation structure of an H-type steel pipe file having an anchor box according to the present invention.
7 is a flowchart illustrating a process of installing an anchor installation method for an earthworm construction anchor according to a preferred embodiment of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the like elements throughout. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.

The present invention relates to an anchor box installation structure of an H-shaped section steel girder for non-tile earthwork, as described above, wherein the anchor box installation anchors according to the first embodiment of the present invention, 2B is an exploded perspective view of the anchor box mounting structure according to the second embodiment in which the structure of the anchor box is changed, and FIGS. 2A to 2C are side views And FIG. 3 is an exploded perspective view of the anchor box installation structure according to the third embodiment, which improves the shape of the inner flange reinforcement plate and the outer flange reinforcement plate, and FIG. 4 shows an inner side Another improvement in the shape of the flange reinforcement plate and the outer flange reinforcement plate Time is it has a fourth exemplary exploded perspective view of the anchor box mounting structure according to the example shown.

5A to 5D illustrate various modified embodiments of a rear end of a steel wire fixing post formed on a support plate constituting an anchor box installation structure of an H-shaped steel pipe file having an anchor box according to the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings which illustrate an anchor box installation structure of a H-type steel girder for non-woven earthwork.

According to a preferred embodiment of the present invention illustrated through the drawings, an anchor box installation structure 100 of a HHS profile file 110,

An anchor box 120 formed of a rectangular box body having a drilling rod of a drilling apparatus and a grouting pipe inserted therethrough and having front and rear faces opened so that a steel wire for a ground anchor can be inserted therethrough;

The H-shaped section 110a and 110b are formed in the web 111 and the flange 112 such that the anchor box 120 is fixedly coupled to the web 111 through the flange 112 )and;

The flange 112 of the H-shaped section steel pipe 110 is inserted into the flange 112 of the H-shaped section pipe 110 located on the outer surface of the anchor box 120 to reinforce the flange 112 of the H- An inner flange reinforcement plate 130 provided in combination;

A platen 160 which is longitudinally coupled to the outer surface of the flange 112 of the H-shaped section steel pipe 110 to reinforce the flange 112 of the anchor box engaging section of the H- An outer flange reinforcement plate 140 provided to support the outer flange plate 140;

A rear end of the steel wire fins fixing ring 190 which is provided on the front surface of the outer flange stiffening plate 140 and supports the rear end of the tensioned steel wire 180 of the ground anchor passing through the anchor box 120, (162) formed at the rear end of the steel wire to support and fix it; And

The bottom surface of the support plate 160 installed on the front surface of the outer flange reinforcement plate 140 is supported by the bottom surface of the support plate 160 on the front surface of the outer flange reinforcement plate 140, And a pivot plate stopper (150) provided in a lateral direction so as to protrude forward at a front set height of the outer flange reinforcement plate (140) so as to prevent downward sliding displacement of the outer flange reinforcement plate (140) The anchor box mounting structure 100 of FIG.

Here, the anchor box 120 includes four plate members (denoted by 'BOX-U') and a lower face (denoted by 'BOX-D') as in the first embodiment shown in FIGS. 1A to 1C ), A left side surface (indicated by 'BOX-L'), and a right side surface are formed so as to form a quadrangular box body having open front and rear surfaces. Then, cutouts 110a, The two plate members may be symmetrically bent in a " C " shape so as to form a left side face 120a, as in the second embodiment shown in Figs. 2A to 2C, (Shown as 'BOX-L1') and a right side face 120b, which are integrally joined to the left side face and the right side face of the end portion of the web cutout portion 110a of the HS type profile steel file 110, 110a, and the front and rear sides of which are formed with steel plate members The integral coupling of itself or the integral coupling to the H-beam 110 can be accomplished through welding.

1B and 2B are side views of an embodiment of the anchor box installation structure 100 of the H-shaped section steel file shown in Figs. 1A and 2A, respectively, in the direction indicated by the arrow 'A' in the figure, and Figs. FIG. 2C is a cross-sectional view taken along line a-a 'of the anchor box installation structure 100 of the H-type steel pipe shown in FIGS. 1B and 2B, 120 can be grasped as an integral combination or an integral relationship to the H-type steel pipe file 110. However, the present invention is not limited to the combination method illustrated in these drawings, and various modifications may be made.

1A to 2C, the inner flange reinforcing plate 130 and the outer flange reinforcing plate 140 are integrally formed with a longitudinally-extending inner flange reinforcing plate 130a and a linear outer flange- 3 and 4, the inner flange reinforcement plate 130 and the outer flange reinforcement plate 140 are provided as a reinforcing plate 140a, respectively, as shown in FIGS. 3 and 4, 130c and the bracketed outer flange reinforcing plates 140b, 140c according to the third and fourth embodiments, in which the shape of the reinforcing plate is improved, When the inner flange reinforcing plate 130 (130b, 130c) having the improved shape is provided, not only the rigidity of the flange is increased but also the strength of the flange In addition, when the outer flange reinforcing plate 140 (140b, 140c) having such an improved shape is provided, it is possible to increase the rigidity of the flange as well as to improve the rigidity of the flange 160 It is possible to provide an additional effect of increasing the bottom support force.

The anchor box mounting structure 100 of the H-type steel pipe with an anchor box according to the present invention described above has a fixing post 162 formed on the supporting plate 160, 5A, the flat shape of the front end of the steel wire is shown as a cross-sectional view (b) of the "bb line" (flat cross-section) 5b, the frontal shape of which is an elliptical shape having a long axis in the longitudinal direction and an elliptical shape in which the longitudinal sectional shape is smooth as shown by the cross-sectional view of 'bb line' in the figure As shown in FIG. 5C, the front surface shape is circular and is a cross-sectional view taken along the line 'bb' in the figure As shown in FIG. 5C, the front surface shape is provided as a rear end portion of the steel wire rear end fixing concave portion 162a of a simple circular inclined sectional structure which is inclined downward to the rear, , And the longitudinal cross-sectional shape may be provided as an anchor-shaped end fitting contact hole 162bs of an elliptical sloped cross-sectional shape, which is a shape in which the longitudinal cross-sectional shape is inclined downwardly as shown in FIG.

In the case where the post-steel wire fusing cone insertion hole 162 is provided on the support plate 160 in an elliptical shape having a long axis in the longitudinal direction, the fitting installation of the post- In the case of being provided as an inclined cross-sectional structure in which the cross-sectional shape is inclined downwardly to the rear side, the consistency with the progressing direction of the steel wire 180 installed as shown in FIG. 6 is improved as compared with the smooth cross- It is possible to prevent breakage of the steel wire due to friction interference with the steel wire 180 and to provide a more advantageous effect in securing the tensile force.

The lower end of the rear fusing pin insertion hole 162 of the support plate 160 supports the rear end of the steel wire rear end fixing cone 190 provided to support the rear end of the tensioned steel wire 180, It is more preferable to further include a fixing cone stopper 170 protruding from the fixing block 170. Accordingly,

On the other hand, according to another technical aspect of the present invention, there is provided a wristband anchor installation method, as shown in the flowchart of Fig. 7,

The anchor box installation structure 100 of the H-type steel pipe file having the anchor box 120, the inner flange reinforcement plate 130 and the outer flange reinforcement plate 130 integrally formed in the H-type steel pipe file 110 was produced (S100);

(S200) of placing the anchor box installation structure 100 of the H-shaped section steel file on the ground;

The anchor hole 120 is pierced through the anchor box 120 of the H-shaped section steel structure file 100 to insert the steel wire 180 constituting the ground anchor, and grout material is injected into the anchor hole, (S300) of installing a ground anchor for fixing the leading end of the ground anchor to the inside of the ground;

 A support plate 160 including a post-steel wire fixing post 162 is supported on the front surface of the outer flange reinforcement plate 140 and the steel wire of the ground anchor installed in the ground through the anchor box 120 And a fixing step (S400) of fixing the steel wire to the rear end of the steel wire after fixing the rear end of the steel wire 180 to the rear end of the steel wire fixing ring 162 , And

In the steel wire tensioning and fixing step (S400), the outer flange reinforcing plate 140 is fixed to the outer flange reinforcing plate 140 by the pivot plate stopper 150 provided in the lateral direction so as to protrude forward at the front set height of the outer flange reinforcing plate 140 Thereby preventing downward sliding displacement of the pressure plate 160 on the front surface of the outer flange reinforcement plate 140 that may occur when the steel wire 180 is tensioned by supporting the bottom surface of the pressure plate 160 installed on the front surface, (S410) is performed. The method of installing an anchor box using an anchor box installation structure of a H-type steel pipe for non-woven earthwork is provided.

In the steel wire tensioning and fixing step S400, the fixing cone stopper 170 protruding from the lower end of the steel wire afterward fixing hole fastening hole 162 of the support plate 160 in the transverse direction is pulled, (S420) of supporting the rear end of the steel wire line fixing fixture (190) provided to support the rear end of the steel wire backside fixing part (180).

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, Of the right.

100: Anchor box installation structure of H-shaped section steel file
110: H-section steel file
120: anchor box
130: Inner flange reinforcement plate
140: outer flange reinforcing plate
150: Plate stopper
160:
162: Cone fitting ball at the end of the steel wire fixing
170: Fixed cone stopper
180: Steel wire
190: Fixed cone after end of steel

Claims (9)

An anchor box installation structure (100) of a H-type steel pipe (110)
An anchor box 120 formed of a rectangular box body having a drilling rod of a drilling apparatus and a grouting pipe inserted therethrough and having front and rear faces opened so that a steel wire for a ground anchor can be inserted therethrough;
The H-shaped section 110a and 110b are formed in the web 111 and the flange 112 such that the anchor box 120 is fixedly coupled to the web 111 through the flange 112 )and;
The flange 112 of the H-shaped section steel pipe 110 is inserted into the flange 112 of the H-shaped section pipe 110 located on the outer surface of the anchor box 120 to reinforce the flange 112 of the H- An inner flange reinforcement plate 130 provided in combination;
A platen 160 which is longitudinally coupled to the outer surface of the flange 112 of the H-shaped section steel pipe 110 to reinforce the flange 112 of the anchor box engaging section of the H- An outer flange reinforcement plate 140 provided to support the outer flange plate 140;
A rear end of the steel wire fins fixing ring 190 which is provided on the front surface of the outer flange stiffening plate 140 and supports the rear end of the tensioned steel wire 180 of the ground anchor passing through the anchor box 120, (162) formed at the rear end of the steel wire to support and fix it; And
The bottom surface of the support plate 160 installed on the front surface of the outer flange reinforcement plate 140 is supported by the bottom surface of the support plate 160 on the front surface of the outer flange reinforcement plate 140, And a pivot plate stopper (150) provided in a lateral direction so as to protrude from a front set height of the outer flange reinforcing plate (140) so as to prevent downward sliding displacement of the anchor type steel pipe file Box mounting structure. The anchor box (120) according to claim 1, wherein the anchor box (120) is formed by dividing the two plate materials symmetrically into a U shape and a left side face (120a) and a right side face (120b) 110 are formed integrally with the left side surface and the right side surface of the end portion of the web cutout portion 110a so as to form a quadrangular box body having front and rear faces opened together with the end portion of the web cutout portion 110a. Anchor box installation structure of H - type steel file for wale. The internal flange reinforcing plate (130) according to any one of claims 1 to 7, wherein the inner flange reinforcing plate (130) is provided as an inner flange reinforcing plate (130b, 130c) of "C" or " Anchor box installation structure of H - type steel file for wale. 3. The flange reinforcement plate according to claim 1 or 2, wherein the outer flange reinforcing plate (140) is provided as a bracket type outer flange reinforcing plate (140b, 140c) of an " Anchor box installation structure of H - type steel file for wale. 3. The non-woven earthen garment according to claim 1 or 2, wherein the steel wire rear end fixing concave insert hole (162) formed in the pressure plate (160) is formed in an elliptical shape having a long axis in the longitudinal direction Anchor box installation structure of H-beam for construction use. 6. The method of claim 5, wherein the post-welded end fitting contact insertion hole (162) formed in the pressure plate (160) is formed in an inclined cross-sectional structure with a vertical cross- Anchor box installation structure of H-section steel file. 3. The fixing device according to claim 1 or 2, wherein a rear end portion of the rear end of the steel wire is provided to support the rear end of the tensioned wire (180) And a fixing cone stopper 170 protruding in a lateral direction to support the anchor box stopper 170 in a downward direction. A method for installing an anchor wing anchor using an anchor box installation structure of an H-type steel pipe file for non-wedge earthwork construction according to claim 1 or 2,
The anchor box installation structure 100 of the H-type steel pipe file having the anchor box 120, the inner flange reinforcement plate 130 and the outer flange reinforcement plate 130 integrally formed in the H-type steel pipe file 110 was produced (S100);
(S200) of placing the anchor box installation structure 100 of the H-shaped section steel file on the ground;
The anchor hole 120 is pierced through the anchor box 120 of the H-shaped section steel structure file 100 to insert the steel wire 180 constituting the ground anchor, and grout material is injected into the anchor hole, (S300) of installing a ground anchor for fixing the leading end of the ground anchor to the inside of the ground;
A support plate 160 including a post-steel wire fixing post 162 is supported on the front surface of the outer flange reinforcement plate 140 and the steel wire of the ground anchor installed in the ground through the anchor box 120 And a fixing step (S400) of fixing the steel wire to the rear end of the steel wire after fixing the rear end of the steel wire 180 to the rear end of the steel wire fixing ring 162 , And
In the steel wire tensioning and fixing step (S400), the outer flange reinforcing plate 140 is fixed to the outer flange reinforcing plate 140 by the pivot plate stopper 150 provided in the lateral direction so as to protrude forward at the front set height of the outer flange reinforcing plate 140 Thereby preventing downward sliding displacement of the pressure plate 160 on the front surface of the outer flange reinforcement plate 140 that may occur when the steel wire 180 is tensioned by supporting the bottom surface of the pressure plate 160 installed on the front surface, (S410) is carried out. A method for installing anchorless anchors using an anchor box installation structure of an H-shaped section steel file for non-wedge earthwork. The fixing cone stopper (170) projecting laterally in a lower portion of a fastening plate fitting hole (162) of a rear end of a steel line of a platen (160) in a tensioning and fixing step (S400) (S420) of supporting the rear end of the steel wire after the steel wire is provided to support the rear end of the steel wire (180) to be welded. Method for installing anchorless anchors using structure.

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