JP2008280738A - Retaining wall reinforcing structure and method of constructing the same - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a retaining wall reinforcing structure which is constructed while reducing excavation and backfilling work, and excellent in reduction in construction period and construction costs, and to provide a method of constructing the retaining wall reinforcing structure. <P>SOLUTION: The retaining wall reinforcing structure is constructed of: a vertical wall reinforcing portion 10 which is formed along a lower portion of a vertical wall 51 of a cantilevered beam type retaining wall such as an inverted T-type retaining wall 50, located above the ground surface; a ground surface foundation portion 11 which is unitarily formed with the vertical wall reinforcing portion 10, and located near the ground surface over a toe slab 52A of the inverted T-type retaining wall 50; and a horizontal force bearing portion 12 which is unitarily formed with the ground surface foundation portion 11, and located in the ground in front of the toe slab 52A of the inverted T-type retaining wall 50. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention relates to a retaining wall reinforcing structure and a construction method thereof, and more particularly to a structure for seismic reinforcement of a retaining wall used for a retaining wall or an outer peripheral wall of a storage tank and a construction method thereof.

Retaining walls are generally used as retaining walls to prevent soil collapse against soil pressure and water pressure. Used for stopping. In addition to the earth retaining wall, it is also used for the outer peripheral wall of a storage tank such as a sedimentation tank that precipitates and separates suspended matter in sewage and separates it into a precipitate and a supernatant.
Here, the inverted T-type retaining wall 50 used for the outer peripheral wall of a storage tank such as a sedimentation tank is externally exposed by water pressure (side pressure) from stored sewage (storage) W as shown in FIG. Retaining wall tipping moment in the direction is applied. Therefore, as shown in FIG. 5, the joint (A portion) between the bottom plate 52 and the heel wall 51, the lower inner side (B portion) of the heel wall 51, and the joint between the heel plate 52 </ b> B and the pile 53 ( Cracks and breakage are likely to occur in the C part) and the middle part of the pile (D part).
In the conventional example of seismic reinforcement that prevents the retaining wall from falling during an earthquake, in order to bear the horizontal force applied to the inverted T-shaped retaining wall 50, as shown in FIG. 6, the front side of the bottom plate 52 (toe plate 52A) A pile (or steel sheet pile) 60 is driven forward along the inverted T-type retaining wall 50, and the front surface of the toe plate 52A is widened (bottom plate widened). ) 60 and the inverted T-type retaining wall 50 are integrated, and the pile (or steel sheet pile) 60 bears a part of the horizontal force and the falling moment in the event of an earthquake. At this time, if necessary, if the proof strength of the eaves wall is insufficient, a buttress (or increased thickness of the wall) 62 is formed to ensure the proof strength.

However, conventional retaining wall reinforcement requires excavation and backfilling of the ground G in order to widen the bottom slab. Therefore, earth retaining / supporting / water change for excavation, temporary placement / management of excavated soil, There is a problem that a construction period and a construction cost are required due to the occurrence of complicated work such as compaction of backfill soil. In addition, when there are buildings or workpieces around the outer periphery of the retaining wall, it has been difficult to reinforce the retaining wall without affecting these structures.
Therefore, a main object of the present invention is to provide a retaining wall reinforcing structure and a method for constructing the same which reduce excavation and backfilling operations and are excellent in terms of construction period and cost.

The present invention that has solved the above problems is as follows.
<Invention of Claim 1>
A reed wall reinforcement formed along the lower part of the reed wall above the surface near the surface of the cantilever retaining wall, and integrated with this reed wall reinforcer, formed near the surface above the retaining wall bottom plate toe A horizontal force support portion integrated with the ground surface base portion and formed in the ground in front of the retaining wall bottom plate toe portion,
It is the retaining wall reinforcement structure characterized by this.
The cantilever type retaining wall to be reinforced according to the present invention includes an inverted T-type retaining wall, an L-shaped retaining wall, and an inverted L-shaped retaining wall.

<Invention of Claim 2>
The invention according to claim 2 is the retaining wall reinforcing structure according to claim 1, wherein the horizontal force support is a steel sheet pile, a pile, or an underground continuous wall.

<Invention of Claim 3>
3. The retaining wall reinforcing structure according to claim 1 or 2, wherein the ground surface foundation portion is a portion obtained by excavating the ground surface or a reinforcing floor or a reinforcing beam formed on the ground surface.

<Invention of Claim 4>
The invention according to claim 4 is the retaining wall reinforcing structure according to any one of claims 1 to 3, wherein the cantilever retaining wall is used as an earth retaining wall or an outer peripheral wall of a storage tank. is there.

(Function and effect)
A reed wall reinforcing part formed along the lower part of the reed wall above the surface of the cantilever type retaining wall such as an inverted T-type retaining wall, and the reed wall bottom plate toe part A ground surface base portion formed in the vicinity of the upper surface of the ground, and a horizontal force support portion integrated with the ground surface base portion and formed in the ground in front of the retaining wall bottom plate toe portion. Thus, when an earthquake occurs, a part of the horizontal force applied to the anchor wall of the retaining wall is received by the anchor wall reinforcing part and the ground foundation part, and the received horizontal force is leveled via the ground foundation part. Finally, it can be transmitted to the force support.
As horizontal force support parts, steel piles such as steel sheet piles, steel pipe piles, H-shaped steel piles, precast concrete piles such as RC piles, PHC piles, SC piles, cast-in-place concrete piles or underground ground walls, etc. May be selected as appropriate.
Since the ground foundation is a reinforced floor or beam that is formed in the shallow excavated part of the ground surface, there is no need to widen the front of the toe plate like the conventional retaining wall reinforcement (bottom plate widening). Since it is a dry work, excavation and backfilling operations are reduced, and temporary work required for excavation is minimal, which is advantageous in terms of construction period and cost.
In addition, the cantilever type retaining wall such as an inverted T-shaped retaining wall includes those used as a retaining wall or an outer peripheral wall of a storage tank.

<Invention of Claim 5>
Invention of Claim 5 is the construction method of the retaining wall reinforcement structure of any one of Claims 1 thru | or 4, Comprising:
A horizontal force support is formed in front of the retaining wall bottom plate toe portion along the cantilever retaining wall, and then a portion of the retaining wall from the anchor wall to the horizontal force support is dug shallowly, and then the ground surface Forming a base and a wall reinforcement,
It is the construction method of the retaining wall reinforcement structure characterized by this.

  According to the present invention, there are advantages such that excavation and backfilling operations can be reduced and the construction period and cost can be reduced.

Hereinafter, the retaining wall reinforcing structure according to the present invention will be described based on an inverted T-shaped retaining wall used for an outer peripheral wall of a sedimentation tank according to an embodiment.
<Configuration of retaining wall reinforcement structure>
As shown in FIG. 1, the retaining wall reinforcing structure 1 according to the present invention bears a part of the horizontal force applied to the inverted T-type retaining wall 50 in the event of an earthquake. Although formed in the front side (toe plate side 52A) and not shown in the present embodiment, the outer periphery of the inverted T-type retaining wall 50 forming the outer peripheral wall of a rectangular or cylindrical precipitation tank Are surrounded continuously.

  As shown in FIG. 1, the retaining wall reinforcing structure 1 according to the present invention includes a reed wall reinforcing portion 10 formed along a lower portion of a reed wall 51 above the vicinity of the ground surface of the inverted T-type retaining wall 50, and the reed wall reinforcing portion 10. A ground foundation 11 integrated with the wall reinforcement 10 and formed near the ground surface above the toe plate 52A of the inverted T-type retaining wall 50, and an inverted T-type retaining wall integrated with the ground foundation 11 A horizontal force support portion 12 formed in the ground in front of 50 toe plates 52A.

  The anchor wall reinforcing portion 10 functions as a reinforcement against breakage of the lower part of the anchor wall 51 (about half the height of the anchor wall 51) (for example, damage to the lower part of the anchor wall due to a reinforcing bar defect or an earthquake). In addition, it is an increased portion of the wall 51. When an earthquake occurs, the heel wall reinforcing portion 10 first receives a part of the horizontal force applied to the heel wall 51 of the inverted T-type retaining wall 50. Note that the height of the dredged wall reinforcing portion 10 is set appropriately from the vicinity of the ground surface in consideration of the internal water level and the required joint length with the dredged wall 50.

  The ground foundation portion 11 is a reinforcing floor or a reinforcing beam formed when excavated (shallow excavation) at a depth of about 50 cm from the ground surface, and the horizontal force received by the anchor wall reinforcing portion 10 when an earthquake occurs. This is to transmit the horizontal force received from the end portion of the ground surface base portion 11 to the horizontal force support portion 12 described later. Since there is no need to widen the front surface of the toe plate 52A like the conventional retaining wall reinforcement (widening of the bottom plate), it becomes almost dry work, and excavation and backfilling operations are reduced, and temporary installations associated with excavation are light. Therefore, it is advantageous in terms of construction period and construction cost. In this embodiment, the reinforcing floor 11a is used. However, when a reinforcing beam (not shown) is used instead of the reinforcing floor 11a, tree planting or the like can be performed between the beams. . Moreover, since the ground-surface foundation part 11 should just be formed near the ground surface, it is not necessarily excavated and may be formed on the existing ground surface.

  The horizontal force support 12 finally bears a part of the horizontal force applied to the eaves wall 51 of the inverted T-type retaining wall 50 when an earthquake occurs. The horizontal force support 12 is composed of a wall or a pile, and specifically, steel piles such as steel sheet piles, steel pipe piles, H-shaped steel piles, RC piles, PHC piles, SC piles, and the like. It is appropriately selected from ready-made concrete piles, cast-in-place concrete piles and underground continuous walls according to the ground conditions. In the case where the steel sheet pile 12a is used as in the present embodiment, the leakage of water from the bottom plate 52, the foundation bottom plate 54 and the bottom plate connection portion of the inverted T-type retaining wall 50 in the sedimentation tank to the underground surroundings. Reduction can be achieved.

<Construction method of retaining wall reinforcement structure>
Below, one Embodiment of the construction method of the retaining wall reinforcement structure 1 which continuously surrounds the inverted T type retaining wall 50 which forms the outer peripheral wall of a sedimentation tank is described based on FIG. 1 thru | or FIG.
A steel sheet pile 12a as a horizontal force support 12 is provided in front of the outer peripheral side (toe plate 52A) of the bottom plate 52 of the inverted T-type retaining wall 50 along the inverted T-type retaining wall 50 forming the outer peripheral wall of the settling tank. Place them sequentially. Thereafter, although not shown, a portion of the inverted T-type retaining wall 50 from the ridge wall 51 to the steel sheet pile 12a is excavated at a depth of about 50 cm from the ground surface. Then, in order to integrate reinforcing bars for forming the reinforcing floor 11a as the ground foundation 11 in the excavated portion and to integrate the reinforcing floor 11a and the steel sheet pile 12a, FIG. 2 and FIG. As shown, a plurality of stud rebars (or threaded rebars) 13 or rebar welded steel plates 14 shown in FIG. 3 (2) are attached to the web surface of the head of the steel sheet pile 12a at a predetermined interval.
Further, in order to form the heel wall reinforcing portion 10 that serves as a reinforcement against the breakage of the lower portion of the heel wall 50, a plurality of post-construction anchor reinforcing bars 15 are attached to the heel wall 51 at a predetermined interval as shown in FIG.

  A formwork (not shown) is attached before and after the above-mentioned reinforcing bar arrangement and post-installation anchor reinforcement. Thereafter, the retaining wall reinforcing structure 1 is formed by placing concrete. In addition, the part of the reinforcing floor 11a may be placed in the concrete prior to the anchor wall reinforcing portion 10, or the reinforcing floor 11a and the anchor wall reinforcing portion 10 may be simultaneously disposed.

  In this embodiment, the steel sheet piles 12a are sequentially placed as the horizontal force support 12, but instead of steel piles, steel piles such as H-shaped steel piles, RC piles, PHC piles, SC piles, etc. It is good also as a ready-made concrete pile, a cast-in-place concrete pile, and an underground continuous wall, and it is good also as a reinforced beam instead of a reinforcement floor as the surface foundation part 11. FIG. The retaining wall reinforcing structure of the present invention can be applied to the L-shaped retaining wall and the inverted L-shaped retaining wall instead of the inverted T-shaped retaining wall. Since it will be understood immediately, illustration is omitted.

It is a longitudinal cross-sectional view for demonstrating the outline | summary of the retaining wall reinforcement structure which concerns on this invention. It is a top view of the junction part (D part) of a horizontal force support body and a ground surface base part. It is the longitudinal cross-sectional view. It is a longitudinal cross-sectional view of a junction part (E part) with a reed wall reinforcement part and an inverted T type retaining wall. It is a longitudinal cross-sectional view for demonstrating the outline | summary of the inverted T type retaining wall used for the outer peripheral wall of a sedimentation tank (storage tank). It is a longitudinal cross-sectional view for demonstrating the outline | summary of the conventional retaining wall reinforcement structure.

Explanation of symbols

  DESCRIPTION OF SYMBOLS 1 ... Retaining wall reinforcement structure, 10 ... Reed wall reinforcement part, 11 ... Ground surface foundation part, 11a ... Reinforcement floor, 12 ... Horizontal force support part, 12a ... Steel sheet pile, 50 ... Reverse T type retaining wall, 51 ... Retaining wall Reed wall, 52 ... retaining wall bottom plate, 52A ... toe plate, 52B ... heel plate, 53 ... PC pile, 54 ... storage tank bottom plate.

Claims (5)

A reed wall reinforcement formed along the lower part of the reed wall above the surface near the surface of the cantilever retaining wall, and integrated with this reed wall reinforcer, formed near the surface above the retaining wall bottom plate toe A horizontal force support portion integrated with the ground surface base portion and formed in the ground in front of the retaining wall bottom plate toe portion,
Retaining wall reinforcement structure characterized by that.   The retaining wall reinforcing structure according to claim 1, wherein the horizontal force support is a steel sheet pile, a pile, or an underground continuous wall.   The retaining wall reinforcing structure according to claim 1, wherein the ground surface foundation portion is a portion where the ground surface is dug shallowly or a reinforcing floor or a reinforcing beam formed on the ground surface.   The retaining wall reinforcing structure according to any one of claims 1 to 3, wherein the cantilever retaining wall is used as a retaining wall or an outer peripheral wall of a storage tank. A construction method for a retaining wall reinforcing structure according to any one of claims 1 to 4,
A horizontal force support is formed in front of the retaining wall bottom plate toe portion along the cantilever retaining wall, and then a portion of the retaining wall from the anchor wall to the horizontal force support is dug shallowly, and then the ground surface Forming a base and a wall reinforcement,
A method for constructing a retaining wall reinforcing structure.

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