Strip type Reinforcement Mesh for Construction and Soil Structure Using the same

专利摘要:
PURPOSE: A strip type reinforcement mesh for construction is provided to enlarge anchoring strength in a banking part at a construction work for a soil structure. CONSTITUTION: The strip type reinforcement mesh for construction contains: a joint(10) whose front is folded to be connected to the backside of a surface member and provided with a connecting hole(11); a length unit(20) unified with the joint(10) and formed in the shape of a long strip and provided with ribs which are formed horizontally at regular intervals; and an anchor unit(30) formed on the end of the length unit(20) and anchored to a banking part and provided with an anchor hole(32) which is formed vertically.
公开号:KR20040055886A
申请号:KR1020020082331
申请日:2002-12-23
公开日:2004-06-30
发明作者:홍찬윤
申请人:홍지기술산업주식회사；홍찬윤；(주)하이텍이앤씨；
IPC主号:

专利说明:

Strip type reinforcement mesh for construction and soil structure using the same}
[14] The present invention relates to a construction strip-type reinforcing mesh used when constructing a retaining wall or the like in construction, and a soil structure using the same.
[15] In general, reinforcing mesh for construction used in retaining walls or similar earth structures, anchors in the fill portion to support the surface material of the structure. A general form of reinforcing mesh for construction is a bar-shaped longitudinal member and a cross member which are orthogonal to each other and welded, and also includes a reinforcing mesh having a thin and long strip shape.
[16] As shown in FIG. 1, the conventional construction strip-shaped reinforcing mesh 1 is formed with ribs 1a formed by bending upward at regular intervals. Accordingly, when the conventional construction strip-shaped reinforcing mesh 1 is constructed in a soil structure, as shown in FIG. 2, the reinforcing mesh 1 is embedded in the fill portion 3 to support the surface material 2, and is filled by the rib 1a. It is anchored to the part 3.
[17] In the conventional construction strip-shaped reinforcing mesh 1, ribs 1a are formed at regular intervals, but the ribs 1a are small so that the anchor force is weak. Because of this, the reinforcing mesh is forced to extend long to secure sufficient anchoring force in the fill. In case of extending the length of the reinforcing mesh, there is a problem in that construction and economic efficiency are greatly reduced since the cutting and filling work of the rear part can be greatly expanded.
[18] An object of the present invention is to provide a strip-shaped reinforcing mesh for construction and earth structures using the same that can increase the anchoring force of the reinforcing mesh embedded in the structure to be retained wall or similar structure.
[1] 1 is a perspective view showing a reinforcing mesh of a conventional construction strip type,
[2] Figure 2 is a cross-sectional view of the construction of the earth structure using a conventional reinforcing strip-shaped reinforcing mesh;
[3] Figure 3 is a perspective view of the reinforced mesh of the construction strip type according to the invention,
[4] Figure 4 is a perspective view showing another embodiment of the strip-type reinforcement mesh for construction according to the present invention,
[5] Figure 5 is a perspective view showing another embodiment of the reinforcing mesh of the construction strip type according to the present invention,
[6] 6, 7 and 8 is a cross-sectional view of the construction of the earth structure using a reinforced mesh of the construction strip type according to the present invention.
[7] <Explanation of symbols for the main parts of the drawings>
[8] 4,4a, 4b: strip-shaped reinforcement mesh of the present invention,
[9] 10: connector, 11: connector,
[10] 20: length part, 30: anchor part,
[11] 31: angled member, 32: anchor ball,
[12] 40: surface material, 41: connection support,
[13] 42: fastening bolt, 50: reinforcing material.
[19] Reinforcing mesh of the construction strip-shaped reinforcing mesh of the present invention for achieving the above technical problem, the front end portion is bent so as to be connected to the back surface of the surface material and the connecting portion forming a connection hole in the bent portion, and from the connecting portion It is characterized in that it comprises a length portion formed integrally and at the same time formed into a thin and long strip, and an anchor portion formed at the end of the length portion and anchored in the fill.
[20] Here, the length portion is characterized by having ribs formed at arbitrary intervals in the transverse direction.
[21] In addition, the anchor portion is characterized in that to attach the angle member to the end of the length portion.
[22] In addition, the anchor portion is bent at the end of the length portion of the open channel shape, while the bent portion is characterized in that it forms an anchor hole in the vertical direction.
[23] The earth structure using the strip-type reinforcing mesh of the present invention for achieving the above technical problem, the surface material forming the surface of the earth structure and forming a support for connecting to the back, and the paper for connecting the surface material The connection portion formed at the distal end thereof is connected to the earth by a fastening bolt, and the anchor portion formed at the end thereof includes a strip-shaped reinforcement mesh embedded in the fill portion and anchored.
[24] Here, it is preferable to support the reinforcing material in the direction perpendicular to the anchor portion.
[25] Hereinafter, the present invention will be described in more detail with reference to exemplary embodiments shown in the accompanying drawings.
[26] Figure 3 is a perspective view showing a reinforcing mesh of construction strip type according to the present invention, Figure 4 is a perspective view showing another embodiment of a reinforcing mesh of construction strip type according to the present invention, Figure 5 is a present invention According to another embodiment of the strip-shaped reinforcing mesh according to the construction.
[27] As shown in FIG. 3, the strip-shaped reinforcing mesh 4 of the present invention includes a connecting portion 10 having a tip portion bent and forming a connection hole 11 at the bent portion;
[28] A length part 20 formed integrally with the connection part 10 and formed in a thin and long strip shape,
[29] It is characterized in that it comprises an anchor portion 30 which is formed at the end of the length portion 20 and can be anchored in the fill.
[30] Here, the connection part 10 is bent so that it may be connected to the back surface of the surface material 40, and forms the connection hole 11 in an up-down direction (refer FIG. 6).
[31] The length part 20 may have a rib formed by bending at an arbitrary interval in the lateral direction as in the prior art.
[32] As shown in FIG. 3, the anchor portion 30 is formed by attaching an angle member 31 to the end of the length portion 20. At this time, the method of attaching the angle member 31 can be attached by welding, rivets, bolt nuts, or the like. On the other hand, the angle member 31 is attached to the upper end surface of the length portion 20, but may be attached to the lower surface, and may be attached to the length portion 20 at any interval.
[33] In addition, as another embodiment of the strip-shaped reinforcing mesh (4a) for construction according to the present invention, as shown in Figure 4, one end of the length portion 20 of the anchor portion 30 is open While bending in the channel shape of the bent portion to form the anchor hole 32 in the vertical direction. In the space of the anchor portion 30 formed in a channel shape, a reinforcement 50 made of wood, concrete, or the like may be installed and fastened with a bolt nut (see FIG. 7). On the other hand, the anchor portion 30 is bent upward of the end portion of the length to form a channel shape, but may be bent downward to form a channel shape. Moreover, you may attach a channel member, an angle member, etc. to the length part 20 at arbitrary intervals.
[34] On the other hand, Figure 5 shows a reinforcing mesh (4b) of the strip for construction of another embodiment according to the present invention, the length portion 20 is formed by bending the anchor portion 30 at any interval at two They overlap each other. And it is fastened with a bolt nut so that it may not spread to the left and right sides of an anchor part. At this time, the anchor portion 30 supports the reinforcing material 50 to increase the anchor force (see Fig. 8). Meanwhile, in the present embodiment shown in FIGS. 5 and 8, two of the reinforcing meshes 4b having the same structure are overlapped with each other, but, alternatively, only the anchor portions 30 in which the reinforcing materials 50 are installed overlap each other. You can also do
[35] Referring to the earth structure constructed by using the reinforcing mesh of the present construction strip type configured as described above are as follows.
[36] As shown in Fig. 6 to Fig. 8, the earth structure includes a surface member 40 which forms the surface of the earth structure and forms a supporting support 41 on the rear surface thereof,
[37] The connecting portion 10 formed at the distal end thereof is connected to the connecting support 41 of the surface member 40 by the fastening bolt 42, while the anchor portion 30 formed at the end thereof is embedded in the fill portion and anchored. Strip-shaped reinforcing meshes (4) (4a) and (4b).
[38] Here, it is preferable to support the reinforcing material 50 to the anchor portion 30 to be fixed through the bolt nut. At this time, the reinforcing material 50 is installed in the direction orthogonal to the length portion 20, it is preferable to extend to the neighboring reinforcing mesh (4) (4a) 4b integrally installed.
[39] The construction strip-shaped reinforcing mesh of the present invention forms an anchor portion such as an angle type or a channel type at an end portion of the length portion or at an arbitrary interval, thereby greatly increasing the anchoring force in the fill portion during construction of the earth structure.

权利要求:
Claims (6)
[1" claim-type="Currently amended] In reinforcing mesh of construction strip type,
A connecting portion 10 having a front end portion bent to form a connection hole 11 at the bent portion so as to be connected to the back surface of the surface material,
A length part 20 formed integrally with the connection part 10 and formed in a thin and long strip shape,
Reinforcing mesh of construction strip type, characterized in that it comprises an anchor portion 30 which is formed at the end of the length portion 20 and can be anchored in the fill.
[2" claim-type="Currently amended] The method of claim 1,
Reinforcing mesh of construction strip type, characterized in that the length portion 20 has a rib formed at any interval in the transverse direction.
[3" claim-type="Currently amended] The method according to claim 1 or 2,
The anchor portion 30, the construction strip-shaped reinforcement mesh, characterized in that to attach the angle member 31 to the end of the length portion (20).
[4" claim-type="Currently amended] The method according to claim 1 or 2,
The anchor portion 30, the end portion of the length portion 20 to form an open channel shape while one side, the construction characterized in that to form an anchor hole 32 in the vertical direction in the bent portion Strip-shaped reinforcement mesh.
[5" claim-type="Currently amended] A surface member 40 forming a surface of the earth structure and forming a support 41 for connecting to the rear surface thereof;
The connecting portion 10 formed at the distal end of the fastening bolt 42 is connected to the connecting support 41 of the surface member 40, while the anchor portion 30 formed at the end thereof is embedded in the fill portion and anchored. Earth structure using a strip-shaped reinforcement mesh, characterized in that it comprises a strip-shaped reinforcement mesh (4).
[6" claim-type="Currently amended] The method of claim 5,
Soil structure using a strip-shaped reinforcement mesh, characterized in that the support for the reinforcement 50 in a direction perpendicular to the anchor portion (30).

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同族专利:

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公开号 | 公开日

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KR100519734B1|2005-10-11|

引用文献:

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公开号 | 申请日 | 公开日 | 申请人 | 专利标题

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法律状态:
2002-12-23|Application filed by 홍지기술산업주식회사, 홍찬윤, (주)하이텍이앤씨

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2002-12-23|Priority to KR10-2002-0082331A

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2004-06-30|Publication of KR20040055886A

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2005-10-11|Application granted

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2005-10-11|Publication of KR100519734B1

优先权:

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申请号 | 申请日 | 专利标题

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KR10-2002-0082331A|KR100519734B1|2002-12-23|2002-12-23|Strip type Reinforcement Mesh for Construction and Soil Structure Using the same|