WO2020130565A1 - Pilier pour mur de soutènement au sol - Google Patents

Pilier pour mur de soutènement au sol Download PDF

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Publication number
WO2020130565A1
WO2020130565A1 PCT/KR2019/017866 KR2019017866W WO2020130565A1 WO 2020130565 A1 WO2020130565 A1 WO 2020130565A1 KR 2019017866 W KR2019017866 W KR 2019017866W WO 2020130565 A1 WO2020130565 A1 WO 2020130565A1
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WO
WIPO (PCT)
Prior art keywords
pile
support
band
distance
retaining wall
Prior art date
Application number
PCT/KR2019/017866
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English (en)
Korean (ko)
Inventor
임세춘
Original Assignee
임세춘
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 임세춘 filed Critical 임세춘
Publication of WO2020130565A1 publication Critical patent/WO2020130565A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

Definitions

  • the present invention relates to a filler for a retaining wall, and more particularly, to a filler for a retaining wall that can support a pile against a strip, corresponding to various distances between the strip and a pile.
  • the construction method of the CIP (Cast In Place) mud wall among the construction methods of the mud wall to prevent the collapse of the back surface of the excavation in the underground excavation work is applicable to almost all the grounds regardless of the ground conditions. Is applied to many sites in the downtown area because it can be constructed close to the boundary of the site because it can construct a wall with the outer retaining wall of the underground structure.
  • a perforation hole is formed on the boundary of the excavation ground using a device such as an earth auger to form a perforation hole, and then a reinforced concrete structure is formed in the perforation hole to construct the underground. It is formed by forming a CIP pile and continuously constructing the pile in a columnar manner to form a retaining wall.
  • the reverse perforation method of the underground structure is constructed by constructing an earthen wall on the outer periphery of the underground structure to be constructed, drilling the location of the main pillar of the underground structure, constructing a column foundation and a steel column, and then excavating the ground for each basement layer, Installation, deck plate installation, slab reinforcement and slab concrete are repeated to proceed from the upper layer to the lower layer.
  • a support member for transmitting earth pressure between the CIP mud wall and the steel beam or the reinforced concrete slab is required until the outer wall of the reinforced concrete is joined by the shun, which is transverse to the steel beam 20 as shown in FIG. 1.
  • a spacer 51 is installed between the strip 50 installed and the thumb file 11, which is a CIP file in which H-beams are buried, and in situ file 10 and strip 50 (CIP files in which H-beams are not embedded) ), sandwiching material 52, such as a section of a steel sheet.
  • the in-situ pile 10 is formed by punching the ground and pouring concrete in place, as described above, and the verticality of the in-situ pile 10 is not accurate and the outer surface is also uneven.
  • the gap between the pile 10 and the belt length 50 is not entirely uniform.
  • the spacing between each of the in-situ files 10 with respect to the strip length 50 is different, and the fitting material 52 inserted therein must also be cut individually to fit each spacing, and thus the fitted material 52
  • the installation work of the fitting material 52 is accompanied by a lot of hassle and air delay because the fitting material 52 needs to be welded and fixed to the band 50 in a state held by hand or a mechanism so as not to fall down. It acts as a factor of this, and the hassle of this work can also lead to secondary construction.
  • the present invention has been devised to solve the above-described conventional problems, and the object of the present invention is as follows.
  • the present invention is to provide a filler for a retaining wall that can drastically reduce the construction period by supporting the pile against the strip in response to various distances between the strip and the pile.
  • the present invention is to provide a filler for a retaining wall that can be applied to both the thumb file and the in-situ file.
  • the present invention is installed in an H-shaped steel or an I-shaped steel band, and a space between a pair of flanges and a web of the band or a band-shaped support part fixed to the flange, a file supporting part in contact with the file and supporting the file , And the one end is coupled to the pile support and is installed to be movable in a direction perpendicular to the length of the strip with respect to the strip support, the distance from the strip support to the pile support according to the distance between the strip and the pile It provides a filler for a retaining wall that includes a distance control unit for adjusting the.
  • an embodiment of the present invention is installed in a H-shaped steel or I-shaped steel band, the band between the pair of flanges and the web of the band or is fixed to the flange and the band member supporting portion having a fastening hole through which a fastening member penetrates vertically ,
  • It provides a filler for a retaining wall that includes a distance control unit for adjusting the.
  • the distance adjusting portion may be formed with a sliding preventing surface in contact with the bottom surface of the distance adjusting portion to prevent the distance adjusting portion from being pushed as a friction force.
  • the unevenness corresponding to each other in the shape of a tooth is formed on the bottom surface of the distance adjustment unit and the anti-slip surface, so that even when a large force is applied to the distance adjustment unit, movement of the distance adjustment unit can be prevented.
  • another embodiment of the present invention is installed in the H-shaped steel or I-shaped steel band, the space between the pair of flanges and the web of the band or fixed to the flange and the nut is accommodated so that the rotation of the nut is possible but the nut
  • the movement is a belt support portion in which a nut receiving groove for restraining is formed, a pile support portion in contact with the pile to support the pile, and the pile support portion is coupled to one end and is engaged with the nut to rotate the nut with respect to the belt support portion.
  • a filler for a retaining wall which is installed to be movable in a direction perpendicular to the length of the belt length and includes a distance adjusting unit for adjusting a distance from the band length support to the pile support according to the distance between the belt length and the pile.
  • a pair of protruding surfaces protruding higher than the flange is formed on the strap supporting portion, and a space between the protruding surfaces becomes the nut receiving groove, and the pair of protruding surfaces communicate with the nut in a direction toward the pile.
  • a screw hole is formed so that the distance adjusting part can penetrate the pair of protruding surfaces and the nut.
  • another embodiment of the present invention is installed in a H-shaped steel or I-shaped steel strip, the space between the pair of flanges and the web of the strip or fixed to the flange, and one side is formed with a screw hole in the direction toward the pile
  • a filler for a retaining wall which is installed and includes a screw-shaped distance adjustment unit that adjusts a distance from the band support to the pile support according to the distance between the belt and the pile.
  • the pile support is rotatably installed around the rotation axis in the vertical direction to the distance adjusting part, and thus it is possible to cope with the skew of the pile.
  • the pile support portion is formed with a surface that is in contact with the file in a flat surface
  • a surface in contact with the file is formed with a curved surface corresponding to the curvature of the file in place.
  • a welding portion fixed by the pile and welding may be further provided between the pile support and the pile.
  • the strap support portion extends from at least one vertical plane and the vertical plane disposed parallel to any one of the flanges in a space formed between the pair of flanges and the web, and supports the strip support portion to the other flange. It may include a support surface.
  • a fixing hole in which a screw-type fixing member is screwed is formed in a direction perpendicular to the flange, and as the rotating member rotates, the fixing member protrudes between the vertical surface and the space between the flanges, thereby causing the belt length.
  • the support can be fixed to the band.
  • the vertical surface and the support surface are arranged in parallel, and the flange may be inserted in a space between the vertical surface and the support surface.
  • a flange surface having an outwardly projecting shape may be formed so that the belt-like support portion can be placed on the ends of the pair of flanges.
  • a construction period is provided by supporting a file against a belt in response to various distances between the belt and a file by a movable distance adjusting unit according to the distance between the belt and the file. Can be greatly reduced.
  • the pile support portion is formed in a flat or curved surface and can be applied to both the thumb pile and the in-situ pile.
  • FIG. 1 is a view showing a structure of a ground wall showing a state in which a conventional fitting material is installed;
  • FIG. 2 is a view showing the structure of the retaining wall to which the filler for the retaining wall of the present invention is applied;
  • FIG. 3 is an exploded perspective view and a combined perspective view of a filler for a retaining wall according to an embodiment of the present invention
  • FIG. 4 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 3 is applied;
  • FIG. 5 is an exploded perspective view and a combined perspective view showing another example of a filler for a retaining wall according to an embodiment of the present invention
  • FIG. 6 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 5 is applied;
  • FIG. 7 is an exploded perspective view and a combined perspective view of a filler for a retaining wall according to another embodiment of the present invention.
  • FIG. 8 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 7 is applied;
  • FIG. 9 is an exploded perspective view and a combined perspective view showing another example of a filler for a retaining wall according to another embodiment of the present invention.
  • FIG. 10 is a sectional view showing a state in which the filler for the retaining wall of FIG. 9 is applied;
  • FIG. 11 is an exploded perspective view and a combined perspective view showing another example of a filler for a retaining wall according to another embodiment of the present invention.
  • FIG. 12 is a sectional view showing a state in which the filler for the retaining wall of FIG. 9 is applied;
  • FIG. 13 is an exploded perspective view and a combined perspective view showing another example of a filler for a retaining wall according to another embodiment of the present invention.
  • FIG. 14 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 9 is applied;
  • FIG. 15 is an exploded perspective view and a combined perspective view of a filler for a retaining wall according to another embodiment of the present invention.
  • FIG. 16 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 15 is applied;
  • FIG. 17 is an exploded perspective view and a combined perspective view showing another example of a filler for a retaining wall according to another embodiment of the present invention.
  • FIG. 18 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 17 is applied.
  • FIG. 2 is a view showing the structure of the retaining wall to which the filler for the retaining wall of the present invention is applied.
  • the filler 100 for the retaining wall of the present invention is installed in the strip 50 and corresponds to the distance between the strip 50 and the piles 10 and 11, so that the pile 50 has a pile ( 10, 11), and includes a belt support 110, a pile support 130 and a distance adjustment unit 150.
  • the strip support 110 is installed in the strip 50, which is H-shaped or I-shaped steel, and is fixed to a space or flange 53 between the pair of flanges 53 and the web 55 of the strip 50.
  • the pile supporter 130 contacts the piles 10 and 11 to support the piles 10 and 11.
  • the distance adjusting unit 150 is coupled to the file support 130 at one end, and is installed to be movable in a direction perpendicular to the length direction of the band 50 relative to the band support 110, the file from the band 50 ( 10, 11) to adjust the distance from the belt support 110 to the pile support 130.
  • the pile support 130 is installed to be rotatable about a vertical rotation axis 131 that is perpendicular to the longitudinal direction of the belt length 50 and horizontal to the longitudinal direction of the piles 10 and 11 in the distance adjustment portion 150. It can also cope with the distortion of the files 10 and 11.
  • the file supporting part 130 when the file is a thumb file 11, a surface in contact with the file is formed in a plane, and when the file is in place, the surface in contact with the file corresponds to the curvature of the file 10 in place. It can be formed as a curved surface.
  • the surface where the file support 130 and the file 10, 11 are in contact is flat, that is, when the file is a thumb file 11, the file 10, between the file support 130 and the file 10, 11, 11) and a welding part 133 fixed by welding may be further provided.
  • the belt-like support 110 is provided from at least one vertical surface 111 and vertical surface 111 arranged in parallel with any one of the flanges 53 in a space formed between the pair of flanges 53 and the web 55. It may be extended to include a support surface 113 for supporting the belt-like support 110 to the other flange (53).
  • a fixing hole in which a screw-type fixing member 117 is screwed is formed in a direction perpendicular to the flange 53, and as the rotating member 117 rotates, the fixing member 117 is a vertical surface ( 111) by being projected between the space between the flange 53 and the belt length support 110 can be fixed to the band length (50).
  • a flange surface 123 having an outwardly protruding shape may be formed on both sides of the belt-shaped support portion 110 so that the belt-shaped support portion 110 is placed on the ends of the pair of flanges 53.
  • FIG. 3 is an exploded perspective view and a combined perspective view of a filler for a retaining wall according to an embodiment of the present invention
  • FIG. 4 is a cross-sectional view showing a state in which the filler for a retaining wall of FIG. 3 is applied
  • FIG. 5 is according to an embodiment of the present invention
  • FIG. 6 is a cross-sectional view showing a state in which the filler for a retaining wall of FIG. 5 is applied.
  • the filler 100 for a retaining wall includes a belt support 110, a pile support 130, and a distance adjusting unit 150.
  • the strip support 110 is installed in the strip 50, which is H-shaped or I-shaped steel, and is fixed to the space or flange 53 between the pair of flanges 53 and the web 55 of the strip 50, and the fastening member 153 has a fastening hole penetrating in the vertical direction.
  • the pile supporter 130 contacts the piles 10 and 11 to support the piles 10 and 11.
  • the distance adjusting part 150 has a plate shape, and the pile support part 130 is coupled to one end. Then, a distance adjusting hole 151 having a length in a direction perpendicular to the longitudinal direction of the belt-like support 110 is formed so that the fastening member 153 is fastened to penetrate the distance adjusting hole 151 and the fastening hole at the same time. Accordingly, when the fastening member 153 is loosened, the distance adjusting unit 150 is movable, and when the fastening member 153 is tightened, the movement of the distance adjusting unit 150 is limited. As a result, the distance from the belt support 110 to the pile support 130 is adjusted according to the distance between the belt 50 and the piles 10 and 11.
  • the belt support 110 is located in a space formed between the pair of flanges 53 and the web 55, and the pair of flanges Among the 53, the vertical surface 111 may be disposed adjacent to the flange 53 located on the pile (10, 11) side.
  • the height of the vertical surface 111 is formed to be equal to or higher than the height from the web 55 to the end of the flange 53, and the support surface 113 can be extended from the top of the vertical surface 111.
  • the support surface 113 is formed to be inclined downward, and the end of the support surface 113 may extend to an edge formed by the web 55 and the opposite flange 53.
  • the width from the vertical surface 111 to the end of the support surface 113, that is, the width of the belt support 110 is equal to the length of the web 55 so that the belt support 110 is positioned between the pair of flanges 53 Or narrower than this.
  • the band support 110 is not fixed to the band 50, so a means for fixing the band support 110 to the band 50 is required Do.
  • a fixing hole in which a screw-type fixing member 117 is screwed may be formed on the vertical surface 111.
  • the fixing hole may be formed directly on the vertical surface 111, or may be formed by an insert nut (not shown).
  • the fixing hole may be formed in a direction perpendicular to the flange 53. Accordingly, when the fixing member 117 is positioned and rotated in the fixing hole, the fixing member 117 may protrude into a space between the vertical surface 111 and the flange 53. Thus, as the fixing member 117 fills the space between the vertical surface 111 and the flange 53 to make the fixing member 117 protrude more, the strap supporting portion 110 can be firmly fixed to the strip 50. .
  • the support surface 113 may be further provided with a jungle prevention surface 115 disposed horizontally with the web 55 on top.
  • the anti-slip surface 115 is in contact with the bottom surface of the distance control unit 150 to prevent the distance control unit 150 from being pushed as a friction force, and the bottom of the distance control unit 150 and the anti-skid surface 115 have a sawtooth shape. Even if a large force is applied to the distance adjusting unit 150 by forming irregularities corresponding to each other, the movement of the distance adjusting unit 150 can be prevented.
  • the above-described is only one example, and may be configured in any way as long as it can prevent friction of the distance adjusting unit 150 by generating frictional forces with each other.
  • a rough surface may be formed on the bottom surface of the anti-slip surface 115 and the distance adjusting unit 150 to be configured to generate friction with each other.
  • the belt-shaped support portion 110 may be formed such that the support surface 113 becomes the slip prevention surface 115 soon.
  • the vertical surface 111 is disposed adjacent to any one of the flanges 53, and the support surface 113 may be a right-angled surface having an angle of 90 degrees rather than an inclined surface. That is, the support surface 113 having an angle of 90 degrees from the top of the vertical surface 111 is extended so that the band-shaped support part 110 may have a'c' shape. Accordingly, a surface that is perpendicular to the vertical surface 111 may be the sliding prevention surface 115.
  • elements that generate frictional forces such as toothed or rough surfaces, can be applied.
  • a fastening hole may be formed in the jungle prevention surface 115.
  • the fastening hole may also be formed directly on the anti-slip surface 115 like the fixed hole, or may be formed by an insert nut (not shown).
  • the fastening member 153 is fastened to penetrate the distance adjusting hole 151 and the fastening hole at the same time. Accordingly, when the fastening member 153 is loosened, the distance adjusting unit 150 is movable, and when the fastening member 153 is tightened, the movement of the distance adjusting unit 150 is limited. That is, after loosening the fastening member 153 and moving the distance adjusting unit 150 so that the pile support 130 installed in the distance adjusting unit 150 contacts the piles 10 and 11, locking the fastening member 153 Corresponding to the distance between the strip (50) and the pile (10, 11) can support the pile (10, 11).
  • the pile supporter 130 has a surface that supports the piles 10 and 11 in contact with the piles 10 and 11, and the pile supporter 130 may be rotatably installed in the distance adjusting unit 150.
  • the axis of rotation 131 between the pile support 130 and the distance adjusting unit 150 is parallel to the longitudinal direction of the piles 10 and 11. That is, it is perpendicular to the longitudinal direction of the belt length 50, and the pile support 130 can rotate in the horizontal direction.
  • the files 10 and 11 can be supported by rotating the file support 130 according to the installation angle of the files 10 and 11, so that the files 10 and 11 correspond to the files 10 and 11 installed at various angles. ).
  • the thumb pile (11) which is a CIP pile with H-beams embedded
  • the pile file (10) which is a CIP pile with H-beams, not embedded
  • the thumb pile 11 the surface of the part supported by the filler 100 is partially removed so that the surface of the pile pile 130 comes into contact with the pile support portion 130, and the place of the pile pile 10 has a surface of the pile pile 130 touching the curved surface.
  • the pile supporting portion 130 may be formed in a flat surface or a curved surface in contact with the piles 10 and 11. That is, when the pile is a thumb pile 11, the pile support 130 may be formed as a flat surface, and when the pile is a pile pile 10, the pile support 130 may be formed as a curved surface.
  • the pile 11 and the welding are provided between the pile support 130 and the file 11 by welding.
  • a fixed welding part 133 may be further provided.
  • the welding part 133 may be coupled to the pile support part 130.
  • the file support 130 When the file is in place 10, the file support 130 is formed in a curved surface so that it can cope with the file 10 installed at any angle, so that the file support 130 and the distance adjustment unit 150 are rotatably combined. Since there is no need, they can be fixed to each other.
  • the pillar 100 of this embodiment formed as described above may be installed on both the upper and lower sides of the web 55.
  • FIG. 7 is an exploded perspective view and a combined perspective view of a filler for a retaining wall according to another embodiment of the present invention
  • FIG. 8 is a cross-sectional view showing a state in which the filler for a retaining wall of FIG. 7 is applied
  • FIG. 9 is according to another embodiment of the present invention
  • FIG. 10 is a sectional view showing a state in which the filler for a retaining wall of FIG. 9 is applied
  • FIG. 11 is another of the filler for a retaining wall according to another embodiment of the present invention
  • FIG. 12 is a cross-sectional view showing a state in which the filler for a retaining wall of FIG. 9 is applied
  • FIG. 13 is an exploded perspective view showing another example of a filler for a retaining wall according to another embodiment of the present invention
  • 14 is a cross-sectional view showing a state in which the filler for the retaining wall of FIG. 9 is applied.
  • the filler 100 for a retaining wall includes a belt support 110, a pile support 130, and a distance adjusting unit 150.
  • the belt-shaped support portion 110 is installed in the H-shaped steel or I-shaped steel strip 50, and is fixed to a space or flange 53 between a pair of flanges 53 and the web 55 of the strip 50, and a moving nut (155) is accommodated, it is possible to rotate the moving nut 155, but the nut receiving groove 121 is formed to restrict the movement of the moving nut 155.
  • the pile supporter 130 contacts the piles 10 and 11 to support the piles 10 and 11.
  • the distance adjusting unit 150 is coupled to the file support 130 at one end, and is fastened with the moving nut 155 in the form of a screw, and according to the rotation of the moving nut 155, the belt length 50 of the belt length support unit 110. It is installed to be movable in a direction perpendicular to the longitudinal direction, and adjusts the distance from the band support 110 to the pile support 130 according to the distance between the bands 10 and 11.
  • the belt-like support 110 of this embodiment is located in a space formed between a pair of flanges 53 and a web 55, and a pair of flanges ( 53) of the vertical surfaces 111 may be disposed adjacent to the flange 53 located on the pile (10, 11) side.
  • the height of the vertical surface 111 is formed to be equal to or higher than the height from the web 55 to the end of the flange 53, and the support surface 113 can be extended from the top of the vertical surface 111.
  • the support surface 113 is formed to be inclined downward, and the end of the support surface 113 may extend to an edge formed by the web 55 and the opposite flange 53.
  • the width from the vertical surface 111 to the end of the support surface 113, that is, the width of the belt support 110 is equal to the length of the web 55 so that the belt support 110 is positioned between the pair of flanges 53 Or narrower than this.
  • the band support 110 is not fixed to the band 50, so a means for fixing the band support 110 to the band 50 is required Do.
  • a fixing hole in which a screw-type fixing member 117 is screwed may be formed on the vertical surface 111.
  • the fixing hole may be formed directly on the vertical surface 111, or may be formed by an insert nut (not shown).
  • the fixing hole may be formed in a direction perpendicular to the flange 53. Accordingly, when the fixing member 117 is positioned and rotated in the fixing hole, the fixing member 117 may protrude into a space between the vertical surface 111 and the flange 53. Thus, as the fixing member 117 fills the space between the vertical surface 111 and the flange 53 to make the fixing member 117 protrude more, the strap supporting portion 110 can be firmly fixed to the strip 50. .
  • both sides of the band support 110 the flange surface 123 in the form of projecting outwardly so as to put the band support 110 on the ends of the pair of flanges 53 ) May be formed.
  • the belt support 110 is spread over the flange 53, so that the height of the belt support 110 may be lower than the height of the flange 53.
  • a means for fixing the strap support 110 to the strap 50 may not be provided, or may be provided with fixing means as described above, although not shown in the drawing.
  • the belt-shaped support portion 110 may not be positioned between the pair of flanges 53, but may have a form coupled to the flanges 53.
  • the vertical surface 111 is disposed close to any one of the flanges 53 between the pair of flanges 53, the support surface 113 extends from the top of the vertical surface 111 but outside the flange 53
  • On the vertical surface 111 may be disposed parallel to.
  • the vertical surface 111 and the support surface 113 are parallel to each other, and the flange 53 is positioned in the space between the vertical surface 111 and the support surface 113. That is, the flange 53 may be inserted into the space between the vertical surface 111 and the support surface 113.
  • a fixing means configured as described above may be provided to fix the strap supporting portion 110 to the strip covering 50.
  • a pair of protruding surfaces 119 protruding higher than the flange 53 is formed on the belt-like support part 110, and the protruding surfaces 119 can face each other. And, the space between the protruding surfaces 119 becomes the nut receiving groove 121, and a pair of protruding surfaces 119 is formed with screw holes communicating with the moving nuts 155 in the direction toward the piles 10 and 11
  • the distance adjustment unit 150 may penetrate the pair of protruding surfaces 119 and the moving nut 155. That is, the pair of protruding surfaces 119 serve to support the moving nuts 155 on both sides of the moving nuts 155.
  • the distance adjusting unit 150 moves in a direction closer to or away from the files 10 and 11, and rotates the moving nut 155 to be installed in the distance adjusting unit 150.
  • the distance adjusting unit 150 is moved so that the pile supporter 130 contacts the piles 10 and 11, the piles 10 and 11 are supported in correspondence with the distance between the belt length 50 and the piles 10 and 11. Can.
  • the pile supporter 130 has a surface that supports the piles 10 and 11 in contact with the piles 10 and 11, and the pile supporter 130 may be rotatably installed in the distance adjusting unit 150.
  • the axis of rotation 131 between the pile support 130 and the distance adjusting unit 150 is parallel to the longitudinal direction of the piles 10 and 11. That is, it is perpendicular to the longitudinal direction of the belt length 50, and the pile support 130 can rotate in the horizontal direction.
  • the files 10 and 11 can be supported by rotating the file support 130 according to the installation angle of the files 10 and 11, so that the files 10 and 11 correspond to the files 10 and 11 installed at various angles.
  • the pile support 130 and the distance adjustment unit 150 may be rotatably coupled in the form of a hinge.
  • the pile supporting portion 130 may be formed in a flat surface or a curved surface in contact with the piles 10 and 11. That is, when the pile is a thumb pile 11, the pile support 130 may be formed as a flat surface, and when the pile is a pile pile 10, the pile support 130 may be formed as a curved surface.
  • the welding portion fixed between the pile 11 and the pile between the pile support 130 and the pile 11 is welded.
  • 133 may be further provided.
  • the welding part 133 may be coupled to the pile support part 130.
  • the file support 130 is formed in a curved surface and can support the file 10 installed at any angle, so the file support 130 and Since the distance adjusting unit 150 need not be rotatably coupled, they can be fixed to each other.
  • FIG. 15 is an exploded perspective view and a combined perspective view of a filler for a retaining wall according to another embodiment of the present invention
  • FIG. 16 is a cross-sectional view showing a state in which the filler for a retaining wall of FIG. 15 is applied
  • FIG. 17 is another embodiment of the present invention
  • the filler 100 for a retaining wall includes a belt supporting part 110, a pile supporting part 130, and a distance adjusting part 150.
  • the belt length support portion 110 is installed in the H-shaped steel or I-shaped steel band 50, and is fixed to the space or flange 53 between the pair of flanges 53 and the web 55 of the band 50, and on one side Screw holes are formed in the direction toward the piles 10 and 11.
  • the pile supporter 130 contacts the piles 10 and 11 to support the piles 10 and 11.
  • the distance adjusting unit 150 is coupled to the pile support 130 at one end, and is fastened to the screw hole and is installed to be movable in a direction perpendicular to the length direction of the band 50 relative to the band support 110 according to rotation. , In the form of a screw to adjust the distance from the belt supporter 110 to the pile supporter 130 according to the distance between the belt 50 and the piles 10 and 11.
  • the belt support 110 of this embodiment is located in a space formed between the pair of flanges 53 and the web 55, and the pair of flanges ( 53) of the vertical surfaces 111 may be disposed adjacent to the flange 53 located on the pile (10, 11) side.
  • the height of the vertical surface 111 is formed to be equal to or higher than the height from the web 55 to the end of the flange 53, and the support surface 113 can be extended from the top of the vertical surface 111.
  • the support surface 113 is formed to be inclined downward, and the end of the support surface 113 may extend to an edge formed by the web 55 and the opposite flange 53.
  • the width from the vertical surface 111 to the end of the support surface 113, that is, the width of the belt support 110 is equal to the length of the web 55 so that the belt support 110 is positioned between the pair of flanges 53 Or narrower than this.
  • the band support 110 is not fixed to the band 50, so a means for fixing the band support 110 to the band 50 is required Do.
  • a fixing hole in which a screw-type fixing member 117 is screwed may be formed on the vertical surface 111.
  • the fixing hole may be formed directly on the vertical surface 111, or may be formed by an insert nut (not shown).
  • the fixing hole may be formed in a direction perpendicular to the flange 53. Accordingly, when the fixing member 117 is positioned and rotated in the fixing hole, the fixing member 117 may protrude into a space between the vertical surface 111 and the flange 53. Thus, as the fixing member 117 fills the space between the vertical surface 111 and the flange 53 to make the fixing member 117 protrude more, the strap supporting portion 110 can be firmly fixed to the strip 50. .
  • the belt support 110 may not be positioned between the flanges 53 of one phase, but may have a form coupled to the flanges 53.
  • the vertical surface 111 is disposed close to any one of the flanges 53 between the pair of flanges 53, the support surface 113 extends from the top of the vertical surface 111 but outside the flange 53
  • On the vertical surface 111 may be disposed parallel to.
  • the vertical surface 111 and the support surface 113 are parallel to each other, and the flange 53 is positioned in the space between the vertical surface 111 and the support surface 113. That is, the flange 53 may be inserted into the space between the vertical surface 111 and the support surface 113.
  • a fixing means configured as described above may be provided to fix the belt length support portion 110 to the band length 50.
  • a screw hole is formed in the band-like support part 110 of the present embodiment for screwing the distance adjusting part 150, and the screw hole may be formed on the protruding surface 119 protruding higher than the flange 53.
  • the screw hole may be formed directly on the protruding surface 119, or may be formed by inserting an insert nut (not shown) on the protruding surface 119.
  • the distance control unit 150 may be rotated until it comes into contact with the piles 10 and 11.
  • the pile supporter 130 has a surface that supports the piles 10 and 11 in contact with the piles 10 and 11, and the pile supporter 130 may be rotatably installed in the distance adjusting unit 150.
  • the axis of rotation 131 between the pile support 130 and the distance adjusting unit 150 is parallel to the longitudinal direction of the piles 10 and 11. That is, it is perpendicular to the longitudinal direction of the belt length 50, and the pile support 130 can rotate in the horizontal direction. Accordingly, the files 10 and 11 can be rotated to support the files 10 and 11 according to the installation angles of the files 10 and 11, so that the files 10 and 11 correspond to the files 10 and 11 installed at various angles. ).
  • the pile support 130 and the distance adjustment unit 150 may be rotatably coupled in the form of a hinge.
  • the pile supporting portion 130 may be formed in a flat surface or a curved surface in contact with the piles 10 and 11. That is, when the pile is a thumb pile 11, the pile support 130 may be formed as a flat surface, and when the pile is a pile pile 10, the pile support 130 may be formed as a curved surface.
  • the welding portion fixed between the pile 11 and the pile between the pile support 130 and the pile 11 is welded.
  • 133 may be further provided.
  • the welding part 133 may be coupled to the pile support part 130.
  • the file support 130 is formed in a curved surface and can cope with the file 10 installed at any angle, so that the file support 130 and the distance can be adjusted. Since the parts 150 need not be rotatably coupled, they can be fixed to each other.

Abstract

L'invention concerne un pilier pour un mur de soutènement au sol. Un pilier pour un mur de soutènement au sol selon un mode de réalisation de la présente invention comprend : une partie de support de raidisseur installée sur un raidisseur, qui est une poutre d'acier en H ou une poutre d'acier en I, et fixée dans l'espace entre une paire de brides et une bande du raidisseur ou sur les brides ; une partie de support de pieu pour supporter un pieu tout en venant en contact avec celui-ci ; et une partie de réglage de distance à laquelle la partie de support de pieu est accouplée à une extrémité de la partie de réglage de distance et qui est installée de façon mobile par rapport à la partie de support de raidisseur dans une direction perpendiculaire à la direction longitudinale du raidisseur de façon à régler la distance de la partie de support de raidisseur à la partie de support de pieu en fonction de la distance entre le raidisseur et le pieu.
PCT/KR2019/017866 2018-12-18 2019-12-17 Pilier pour mur de soutènement au sol WO2020130565A1 (fr)

Applications Claiming Priority (2)

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KR1020180164207A KR102055891B1 (ko) 2018-12-18 2018-12-18 흙막이 벽체용 필러
KR10-2018-0164207 2018-12-18

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WO2020130565A1 true WO2020130565A1 (fr) 2020-06-25

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Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
KR102637531B1 (ko) * 2023-02-28 2024-02-16 김재승 홈메우기 모듈 및 이를 이용한 흙막이 시공 방법

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0583042U (ja) * 1992-04-15 1993-11-09 株式会社フジタ 山留壁と腹起しとの間のパッキン
JPH08218376A (ja) * 1995-02-20 1996-08-27 Tadao Nishida 山留壁の支持装置
KR100910987B1 (ko) * 2007-01-24 2009-08-05 (주)써포텍 띠장용 홈메우기 장치
KR20160074148A (ko) * 2014-12-18 2016-06-28 주식회사 진림건설 흙막이 지보공의 어스앵커 단독 띠장 강재 구조물 및 그 시공방법
KR20180127127A (ko) * 2017-05-19 2018-11-28 고천석 흙막이 벽의 띠장 지지용 구조체

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100982827B1 (ko) 2007-12-17 2010-09-16 이창남 바닥슬래브에 가설 흙막이 벽의 토압을 지지시키면서지하실 합벽을 후시공하는 공법
KR101673492B1 (ko) 2015-09-30 2016-11-08 주식회사 한빛구조엔지니어링 영구보 지지구조물을 이용한 역타 공법

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0583042U (ja) * 1992-04-15 1993-11-09 株式会社フジタ 山留壁と腹起しとの間のパッキン
JPH08218376A (ja) * 1995-02-20 1996-08-27 Tadao Nishida 山留壁の支持装置
KR100910987B1 (ko) * 2007-01-24 2009-08-05 (주)써포텍 띠장용 홈메우기 장치
KR20160074148A (ko) * 2014-12-18 2016-06-28 주식회사 진림건설 흙막이 지보공의 어스앵커 단독 띠장 강재 구조물 및 그 시공방법
KR20180127127A (ko) * 2017-05-19 2018-11-28 고천석 흙막이 벽의 띠장 지지용 구조체

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