JP2016132960A - Construction method of retaining wall structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To improve carrying efficiency, to reduce tranport cost, and to improve construction of a reinforced earth retaining wall, by integrally assembling a wall surface material and a bottom surface material in a construction site, by carrying in the wall surface material and the bottom surface material as respectively non-bulky plate-like members, to the construction site for constructing a retaining wall structure.SOLUTION: In a construction site for constructing a retaining wall structure, an L type unit 7 is assembled by installing a wall surface material 6 so as to stand up at a predetermined angle to a bottom surface material 3, by using the wall surface material 6 and the bottom surface material 3 being both a plate shape and having a mesh 18, and the L type unit 7 is installed on he bottom surface ground 10 for constructing the retaining wall structure 1, and a banking structure is formed by banking on the L type unit 7, to thereby construct the retaining wall structure such as a reinforced earth retaining wall and an inclined plane slope toe earth retaining work.SELECTED DRAWING: Figure 1

Description

  The present invention relates to a method for constructing a retaining wall structure.

  Conventionally, in the construction of a reinforced soil retaining wall, a plurality of embankment structures are sequentially constructed from below. In the construction of the embankment structure, an L-shaped wall material is installed toward the wall side of the reinforced soil retaining wall, and a laying net material is laid in connection with the wall material, and it is laid on the back side of the wall material. Embedding embankment on a net material is performed (see Patent Documents 1 and 2).

Japanese Patent Laid-Open No. 2004-250913 JP 2010-112133 A

  The L-shaped wall material used in the embankment structure of the conventional reinforced soil retaining wall is folded into a sheet of expanded metal at the factory, and the L-shaped processed material is transported to the site and carried in. This has become common knowledge for those skilled in the art.

  However, the L-shaped wall material is bulky, and handling is troublesome not only when the work is carried and carried out, but also when the embankment structure of the reinforcing soil retaining wall is constructed. In particular, large-sized L-shaped wall materials are difficult to carry and carry out, and work to construct the embankment structure of the reinforced soil retaining wall, and there is a limit to the size of the L-shaped wall materials. there were.

  Also, since the L-shaped wall material is L-shaped, unlike a simple plate material, a dead space is generated in the transport means (means such as truck transport), the transport efficiency is poor, and the transport cost is high. There was a problem.

  The present invention aims to solve the above-described conventional problems, and has a compact structure that does not bulk the wall surface material, so that it can be used not only for transporting and unloading work but also for constructing a banking structure for reinforcing earth retaining walls. In addition, the problem is to realize a retaining wall structure that can improve handling, reduce dead space in transport means (such as truck transport), improve transport efficiency, and reduce transport costs. To do.

  In order to solve the above problems, the present invention uses a wall surface material and a bottom surface material both having a plate shape and a mesh at a construction site where a retaining wall structure is to be constructed, The L-shaped unit is assembled so as to stand up at an angle, the L-shaped unit is installed on the bottom ground for constructing the retaining wall structure, and embankment is carried out on the L-shaped unit. A retaining wall structure construction method for constructing a retaining wall structure by forming a structure. When assembling an L-shaped unit at a construction site, a lower end portion of a wall surface material protrudes from a mesh of a bottom surface material. The coil is wound through the mesh of the bottom surface material around the lower end portion of the wall surface material so that the lower end portion of the protruded wall surface material enters the spiral coil, and the connecting rod is wall-mounted in the coil Across the width of the material The bottom end of the wall material is attached to the bottom material, the upper end is folded back, and the tip is bent forward, and the hook is folded back to the lower end. Hang the slanted tie material on the wall surface material, hook the hook for hooking on the bottom surface material, lay between the wall surface material and the bottom surface material, and fix the wall surface material to the bottom surface material at a predetermined angle A method for constructing a retaining wall structure is provided.

  It is preferable to use expanded metal as the wall material and the bottom material.

  It is preferable that the fixing hook of the diagonal tie material is hooked on the mesh of the wall surface material, and the portion whose front end is bent forward is brought into contact with the back surface of the wall surface material.

  It is preferable to attach a suction prevention mat to the wall material.

  It is preferable that the embankment structure formed by embedding on the L-shaped unit is formed so as to be stacked in a plurality of stages to construct a reinforced soil retaining wall as a retaining wall structure.

  It is preferable that the embankment structure formed by embankment on the L-shaped unit is formed so as to be stacked one by one, and the slope method bottom earth retaining work is constructed as a retaining wall structure.

According to the present invention, the following effects are produced.
(1) Up to now, one expanded metal plate was folded at the factory and processed into an L-shape, which was carried into the work site. However, the material is a simple, lightweight and compact plate material. As a result, construction work such as transportation and unloading work and reinforced soil retaining walls can be greatly improved, and manufacturing costs, transportation costs, construction costs, and the like can be reduced.

  It is possible to manufacture large-sized L-shaped wall materials by bringing them into the field as they are and assembling them at the work site. The construction work of the reinforced soil retaining wall has also become easier.

  By using a plate material instead of the existing L-shaped wall material, it is possible to apply various L-shaped wall materials by combining the wall material and the bottom material of different dimensions, It has become possible to construct various shapes of retaining walls suitable for various terrain.

It is a figure explaining Example 1 of the construction method of the retaining wall structure which concerns on this invention, (a) is a side view which shows the L-shaped unit assembled with the construction method of an Example, (b) is ( It is an enlarged view of the principal part B of a), (c) is an enlarged view of the principal part C of (a). (A), (b) is a figure which shows the process in the construction method of the said Example 1, respectively. (A), (b) is a figure which shows the process in the construction method of the said Example 1, respectively. It is a figure which shows the reinforced earth retaining wall constructed | assembled as a retaining wall structure by the said Example 1, (a) is sectional drawing which shows the lowest step of the embankment structure in a reinforced earth retaining wall, (b) was completed. It is sectional drawing which shows a reinforced earth retaining wall. It is a figure explaining Example 2 of the construction method of the retaining wall structure which concerns on this invention, (a) is sectional drawing which shows the slope method bottom earth retaining constructed as a retaining wall structure, (b) is ( It is an enlarged view of the principal part B of a).

  EMBODIMENT OF THE INVENTION The form for implementing the construction method of the retaining wall structure which concerns on this invention is demonstrated below with reference to drawings based on an Example. In this specification, when the retaining wall structure is viewed from the front, the front side is the front, the back side (back side) is the rear, and the left and right are the left and right directions.

Example 1
The construction method of the retaining wall structure according to the present invention can be applied to the construction of a reinforced soil retaining wall constructed by stacking a plurality of embankment structures, and for example, falling rocks and earth and sand falling from a slope It can also be applied to the construction of slope method retaining earth retaining works to protect.

  In Example 1, an example in which the retaining wall structure construction method according to the present invention is applied to the construction of a reinforced soil retaining wall will be described with reference to FIGS. Therefore, the retaining wall structure here is a reinforced soil retaining wall.

  In the construction method of the retaining wall structure 1 according to the first embodiment, a wall surface material 6 is erected at the front end portion of the bottom surface material 3 at the work site in order to construct the embankment structure 2 constituting the retaining wall structure 1. Then, an L-shaped unit 7 composed of the bottom surface material 3 and the wall surface material 6 as shown in FIG.

  And the L-shaped unit 7 is installed on the bottom ground 10 (refer FIG. 1 (a), FIG. 4 (a)) or the lower embankment structure 2 (refer FIG. 4 (b)), and the wall surface material 6 and The embankment structure 2 is constructed by embedding the embankment 16 between the cut surfaces 12 and on the bottom material 3.

  In short, in the construction method of the retaining wall structure 1 of Example 1, the L-shaped wall material 6 used in the construction of the embankment structure 2 of the conventional retaining wall structure 1 is not used. A wall surface material 6 made of a plate material is erected on the bottom surface material 3 and an L-shaped unit 7 is assembled. As the bottom surface material 3 and the wall surface material 6, plate-shaped steel expanded metal (or metal net material) is used.

  The L-shaped unit 7 assembled at the construction site is installed on the bottom ground 10 when constructing the bottom embankment structure 2 of the retaining wall structure 1, and the embankment structure of the second or more stages When constructing the body 2, it is installed on the lower embankment structure 2.

  In addition, since the structure and construction of the lowermost embankment structure 2 and the second and higher embankment structures 2 are the same, here, the lowermost embankment structure 2 is mainly sequentially according to the construction process. This will be described in detail.

(1) The bottom surface material 3 and the wall surface material 6 are each carried into a construction site. At the construction site, the wall surface material 6 is orthogonal to the front end portion of the bottom surface material 3, and the lower end portion of the wall surface material 6 is shown in FIGS. 1 (a), 1 (b) and 2 (a). 17 is inserted into the mesh 18 of the bottom member 3 so as to be engaged and protruded.

(2) As shown in FIGS. 1 (b) and 2 (b), the coil 21 spirally formed around the lower end portion 17 of the wall surface material 6 protruding downward from the mesh 18 of the bottom surface material 3. Are attached while rotating over the entire width direction of the wall surface material 6 through the mesh 18 of the bottom surface material 3. As a result, the lower end portion 17 of the wall surface material 6 enters the spiral coil 21, and the coil 21 is engaged with the wall surface material 6 and the mesh 18 of the bottom surface material 3.

(3) The connecting rod 22 is inserted into the coil 21 from one end so as to cover the entire width of the bottom member 3 as shown in FIGS. 1 (b) and 3 (a). Thereby, the connecting and fixing for fixing the lower end portion 17 of the wall surface material 6 to the bottom surface material 3 is completed. A reinforcing bar is used as the connecting rod 22.

(4) Although not shown, a suction prevention mat is attached to the rear surface of the wall surface material 6. This suction prevention mat is provided so that the embankment 16 does not leak forward from the wall surface material 6, and a non-woven fabric or a resin net is used. The suction prevention mat also functions as a vegetation mat.

(5) A plurality of (two in this embodiment) steel diagonals are spaced in the lateral width direction (lateral direction when the retaining wall structure is viewed from the front) between the wall surface material 6 and the bottom surface material 3. As shown in FIG. 1A, the tie material 25 is installed obliquely and fixed so that the wall surface material 6 has a predetermined standing angle (approximately 90 degrees in the first embodiment).

  The slant tie material 25 has a fixing hook 26 formed at its upper end and a hook 27 formed at its lower end.

  In the fixing hook 26, the upper end portion 28 of the slant tie member 25 is folded downward, and a bent portion 30 is formed at the tip of the folded upper end portion 28 in the direction in which the hook opening 29 is opened. The hook 27 for hooking is formed by folding the lower end portion 31 of the diagonal tie material 25 upward.

  As shown in FIGS. 1A and 3B, the two slant tie members 25 project their fixing hooks 26 forward from the mesh of the wall member 6, and the bent portions 30 are shown in FIGS. It hangs on the wall surface material 6 so as to contact the back surface of the material 6.

  Then, as shown in FIG. 1C, between the fixing hook 26 projecting forward from the mesh of the wall surface material 6 and the wall surface material 6, a steel rod-like erection material 35 is laterally (sideways). Insert from the direction. Thereby, the diagonal tie material 25 is firmly engaged with the wall surface material 6 and fixed.

  Furthermore, the hook 27 for hooking is hooked on the bottom surface material 3 so that the wall surface material 6 is assembled to the bottom surface material 3 at a predetermined standing angle. The L-shaped unit 7 is completed through the above steps.

(6) Although not shown, such an L-shaped unit 7 is installed on the bottom ground 10 (or the lower embankment structure 2) for constructing the retaining wall structure 1 at a plurality of intervals in the width direction. Adjacent L-shaped units 7 are coupled to each other by a binding band (not shown).

(7) Between these L-shaped units 7 and the cut surface 12, and by embedding the embankment 16 on the bottom ground 10 (or the lower embankment structure 2), FIG. The lowermost bank structure 2 (or the second or higher bank structure 2 (see FIG. 4B)) is constructed.

(8) As shown in FIG. 4B, a plurality of embankment structures 2 are constructed by constructing a plurality of embankment structures 2 as described above from the bottom to the top sequentially in the same process. The entire retaining wall structure 1 formed by stacking is completed.

  In a conventional construction method using an L-shaped wall material, in order to produce an L-shaped wall material, it is necessary to bend a flat wall material such as expanded metal into an L-shape, and a manufacturing process therefor, Manufacturing equipment, tools, etc. were required. However, according to the construction method of the retaining wall structure according to the present invention comprising the above steps, when the L-shaped unit 7 is assembled at the construction site, there is no need for a fixing tool such as a bolt, and a working tool (driver) for that purpose. Etc.) are unnecessary, simplifying the work and reducing the cost.

(Example 2)
In Example 2, an example in which the construction method of the retaining wall structure according to the present invention is applied to construction of a slope method bottom retaining structure that protects falling rocks and earth and sand falling from a slope will be described with reference to FIG. Therefore, the retaining wall structure 1 here is a slope method bottom earth retaining work. The same reference numerals are used for the same members as in the first embodiment.

  The retaining wall structure 41 of the second embodiment is constructed on the bottom ground 10 at the bottom of the slope 42 such as a slope as shown in FIG. Instead of the structure 2, it is composed of a single-level embankment structure 2.

  As shown in FIGS. 5A and 5B, the retaining wall structure 41 according to the second embodiment is attached to the retaining wall structure 41 while being inclined upward and rearward. Since the structure and the construction method are substantially the same as the structure and the construction method described in (1) to (7) in the description of the first embodiment, a detailed description is omitted here.

  However, as shown in FIG. 5A, the embankment 16 does not include the upper end of the wall surface material 6, but includes the middle wall surface 6, and falls behind the wall surface material 6. A space for storing earth and sand is left.

  As mentioned above, although the form for enforcing the retaining wall structure and construction method concerning the present invention was explained based on the example, the present invention is not limited to such an example, and is in a claim. It goes without saying that there are various embodiments within the technical scope described.

  Since the retaining wall structure and construction method according to the present invention are configured as described above, it can be applied to various retaining wall structures such as a reinforced soil retaining wall, slope slope retaining wall, and other retaining walls of construction sites. It is.

1 Retaining wall structure
2 Embankment structure
3 Bottom material
6 Wall materials
7 L-shaped unit
10 Bottom ground
12 Cut surface
16 Filling
17 Lower end of wall material
18 mesh
21 coils
22 Connecting rod
25 Oblique Thai
26 Locking hook
27 Hook for hook
28 Top end of slanted tie
29 Hook opening
30 Folding part
35 Upset material
41 Retaining wall structure 42 Slope 43 Rockfall

Claims (4)

At the construction site where the retaining wall structure is to be constructed, both a plate-shaped and mesh wall surface material and bottom surface material are used, and the wall surface material is attached so as to stand at a predetermined angle with respect to the bottom surface material. Retaining wall structure by assembling the unit, placing the L-shaped unit on the bottom ground for constructing the retaining wall structure, and embanking the L-shaped unit to form a banking structure A construction method of a retaining wall structure for constructing an object,
When assembling the L-shaped unit at the construction site, the wall surface material is inserted so that the lower end portion of the wall surface material protrudes from the mesh of the bottom surface material, and the lower end portion of the protruded wall surface material enters the spiral coil. Wrapping the coil through the bottom material mesh around the lower end of the wall, inserting a connecting rod across the width of the wall material into the coil, attaching the lower end of the wall material to the bottom material,
The upper end is folded back and the tip is bent forward, and the hook is hooked on the wall material, and the diagonal tie material is hooked with the hook hook folded back at the lower end. A method for constructing a retaining wall structure, wherein a hook for hooking is hooked on a bottom surface material, the wall surface material is installed between the bottom surface material, and the wall surface material is fixed at a predetermined angle with respect to the bottom surface material.   The construction method of the retaining wall structure according to claim 1, wherein expanded metal is used as the wall material and the bottom material.   The method for constructing a retaining wall structure according to claim 1 or 2, wherein a hook for fixing an oblique tie material is hooked on a mesh of a wall surface material, and a portion whose front end is bent forward is brought into contact with the back surface of the wall surface material. .   The embankment structure formed by embankment on an L-shaped unit is formed so as to be stacked in one or more stages, and a reinforcing soil retaining wall is constructed as a retaining wall structure. The construction method of the retaining wall structure in any one of 3.