JP3140391B2 - Wall body - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

TECHNICAL FIELD The present invention relates to a wall.

[0002]

2. Description of the Related Art Construction methods for walls, for example, seawalls (including seabeds), include a natural structure as a wall construction unit on seawalls, etc., in order to grow plants early and form fish nests. There are those that lay a large number of stone holding units. In each of the natural stone holding units, a plurality of natural stones are bonded on a flexible sheet body via an adhesive, and if this natural stone holding unit is used, the natural stone can be returned to the natural early stage. In addition to being able to transport natural stones to revetment slopes etc., natural stones fall down from revetment slopes after transportation even if the revetment slopes are steep. That can be prevented. This makes it possible to improve the workability of the revetment and the like, and to maintain the revetment after the construction for a long period of time.

The inventor of the present invention uses a concrete block in place of the natural stone bonded to the above-mentioned flexible sheet in order to improve the transportability based on cost reduction and weight reduction. Are thinking.

[0004]

However, as described above, when a concrete block is used in place of natural stone, the adhesive between the surface of the concrete block and the surface of the flexible sheet body. Therefore, the holding force between the flexible sheet body and the concrete block must be low due to the brittle nature of the surface of the concrete block. This tendency is further promoted when the flexible sheet is brittle.

In addition, since the flexible sheet body and each concrete block must be adhered to each other by using an adhesive, a sticky adhesive must be handled in the bonding operation (manufacturing). Alternatively, after arranging a plurality of concrete blocks on a flexible sheet body in consideration of balance, etc., each concrete block is once lifted, and an adhesive is applied to each of the concrete blocks. It must be inserted between the sheet and the sheet body, and the workability at the time of manufacturing is not easy.

The present invention has been made in view of the above circumstances, and an object of the present invention is to increase the holding force between a concrete block and a flexible sheet when a concrete block is used. It is another object of the present invention to provide a wall using a wall constructing unit capable of improving the workability in manufacturing.

[0007]

In order to achieve the above object, according to the present invention, a plurality of concrete blocks are provided on a slope with a gap between concrete blocks adjacent to one side of a mesh piece. A concrete block holding unit as a wall building unit held while forming is
The plurality of concrete blocks are laid so as to be adjacent to each other while facing upward, and the plurality of concrete block holding units are provided in each of the concrete block holding units for every several groups. A partition space is formed by the plurality of concrete blocks, a filling material is filled in each of the partition spaces, and a cover soil is laid on the plurality of concrete block holding units. It has a configuration of a wall that does.

[0008]

According to the first aspect of the present invention, a plurality of concrete blocks are held on the slope on one side of the mesh piece while forming a gap between adjacent concrete blocks. A plurality of concrete block holding units are laid so that the plurality of concrete blocks are adjacent to each other with the plurality of concrete blocks facing upward, and a plurality of concrete block holding units are provided for every several groups. A partition space is formed by a plurality of concrete blocks in each concrete block holding unit, each of the partition spaces is filled with a filling material, and cover soil is laid on the plurality of concrete block holding units. By filling each compartment with filling material, basic functions such as revetment can be secured, while Concrete - concrete in heat block holding unit - on the basis of being able to reduce the number of heat block, it becomes possible to easily manufacture.
In addition, since the plurality of concrete block holding units are covered by the covering soil, the appearance can be improved and return to the natural environment can be promoted. In addition, the covering of the cover soil makes it possible to fill the waste with concrete as a filling material.

[0009]

Embodiments of the present invention will be described below with reference to the drawings. 1 to 13 show a first embodiment. 1 and 2, reference numeral 1 denotes a seawall as a wall, and in this embodiment, the seawall 1 is a seawall slope 2 as a lower area 2a, an upper area 2b, and a horizontal upper surface. And an intermediate region 2c which continuously connects the lower region 2a and the upper region 2b. The intermediate region 2c is set assuming the low water level L1 of the river 3 or the like, and the lower region 2a is to be positioned lower than the low water level L1. On the other hand, the upper side area 2b is located above the low water level L1, and the upper part thereof is located further above the high water level L2 of the river 3 or the like.

[0010] As shown in FIG.
In the intermediate area 2c and the upper area 2b, a large number of concrete block holding units 4 as units for building a wall are laid. Middle area 2c of revetment slope 2
And in the upper side area 2b, it is for constructing a substantial revetment. Each of the concrete block holding units 4 is, as shown in FIGS.
In addition, a plurality of concrete blocks 6 are disposed on the front side (one side) of the wire netting 5, and each concrete block 6 is provided.
The block 6 is hardened so as to wrap the vicinity of the concrete block 6 of the wire net 5 therein.

More specifically, the wire mesh 5 is formed in a rectangular shape (in this embodiment, a square shape with a side of about 2 m), and a frame line 7 (in FIG. A frame 8a is provided by crossing a plurality of wires 8 inside the frame 8a.
Are formed. In the present embodiment, each wire 8 has a circular cross section as shown in FIG. 7, and the lower half of each wire 8 and the like has a width (in FIG. , The length in the left-right direction) (the corresponding portions are indicated by arrows in FIG. 7). Of course, instead of such a wire mesh 5, a synthetic resin net or wire is stretched horizontally within the frame 7 to form a mesh 8a or a mesh, a woven fabric, a nonwoven fabric, or other cloth material or vinyl. A material obtained by laminating the net-like pieces on a sheet may be used.

As shown in FIG. 3, each of the concrete blocks 6 has a shape in which the upper surface 6a is narrower than the lower surface 6b, and the shape is as shown in FIGS.
For example, LD1 = 600 mm, LD2 = 350 mm, L
U1 = 500 mm, LU2 = 250 mm, LH1 = 30
0 mm and LH2 = about 20 mm. The lower portion (hardened portion) 9 of each concrete block 6 reaches the back surface (the other surface side) of the wire mesh 5 through the mesh 8a of the wire mesh 5, and wraps each wire 8 of the wire mesh 5. As a result, each concrete block 6 is
To be held firmly.

In this case, the circular cross section of the wire 8 of the wire mesh 5 also contributes to making the concrete block 6 hard to come off from the wire mesh 5. In other words, the circular shape of the wire rod 8 in the wire mesh 5 is such that its width (length in the left-right direction in FIG. 7) gradually increases in the lower half as it goes upward, so that the outer peripheral surface of the part The concrete block 6 has a physical locking relationship with a wide locking surface. In particular, as shown by the imaginary line in FIG. 7, even when the wrapping of the wire 8 of the wire mesh 5 by the concrete block 6 is not complete,
The locking relationship between the two 8 and 9 ensures that the concrete block 6 is held by the wire mesh 5. Of course, as long as such a function is exerted, it goes without saying that the cross section of the wire 8 may be other than circular.

Each of the concrete blocks 6 contains a reinforcing bar 10 as a reinforcing material as shown in FIGS. The reinforcing bar 10 is curved so as to bulge upward from the wire mesh 5, and a lower portion thereof is held by the wire mesh 5, and an upper portion thereof is deeply penetrated into the concrete block 6. Thereby, the holding relationship of the concrete block 6 with respect to the wire netting 5 is further strengthened.

The concrete block holding unit 4 is specifically manufactured as shown in FIGS. That is, first, the wire mesh 5 is placed on the horizontal work surface 11 a of the work table 11. This is because the wire net 5 is placed in a horizontal state and work is performed under that state.

In this case, the work surface 11a is preferably a release surface having good releasability, and a release sheet may be laid on the work table 11 in order to secure the releasability. Wire mesh 5
Is based on the fact that the diameter of the frame line 7 is larger than the diameter of the inner wire 8, and in the present embodiment, the wire 8 is knitted, so that the area of the wire 8 is slightly separated from the work surface 11 a. It is supposed to be. The wire mesh 5 holds the reinforcing bars 10 at positions corresponding to the respective concrete blocks 6 to be formed.
It protrudes upward from the wire mesh 5.

Next, a mold 13 for each concrete block 6 is placed on the wire netting 5 with one of the reinforcing bars 10 applied thereto, and shown in FIGS. As such, uncured concrete 12 is placed. Formwork 1
3 is used to form the concrete block 6 having the above-mentioned shape.
This is for applying an appropriate weight to the lower part of the door 12. As for the mold 13, in consideration of the mold 13 being removed,
The inner space of the mold 13 is the same as the shape of the concrete block 6. Of course, the mold 13
May be used in which the above-described molds 13 are integrated.

As a result, not only the concrete block 6 having the above-mentioned shape is formed in the mold frame 13, but also the uncured concrete 12 is separated from the wire mesh 5 based on its own weight.
Through the mesh 8a to the back side (the other side), and wraps around the wire mesh 5 in the area below the concrete block 6. In this case, as described above, the wire mesh 5
Since the wire 8 region is slightly separated from the work surface 11a and a space is slightly opened below the wire 8 region, the uncured concrete 12 enters the space,
The concrete 12 completely encloses the wire netting 5 part. In addition, the outer surface of the uncured concrete 12 that has entered the back side of the wire mesh 5 is formed as a flat surface by the work surface 11a.

Finally, the concrete in each mold 13
When the mold 12 is cured, each mold 13 is removed. A concrete block holding unit 4 which is held as a concrete block 6 in a fixed shape by a wire mesh 5 and is a product.
Is completed. Of course, in this case, the concrete portion 9 surrounding the wire mesh 5 is also hardened, and the hardened portion 9 firmly holds the concrete block 6 with respect to the wire mesh 5.

As another mode for placing the concrete 12 in the mold 13, as shown in FIG. 11, a frame 14 is placed on the worktable 11, and the wire mesh 5 is placed on the frame 14. Good. As a result, the lower space 15 in the area of the wire 8 of the wire mesh 5 is made larger, and the concrete 12 entering the lower space 15 can completely wrap the wire mesh 5 portion.

The explanation will be returned to the revetment 1. At the time of laying, a large number of such concrete block holding units 4 are connected to adjacent concrete block 6 units via a connecting member 16 as shown in FIG. For example, as shown in FIGS. 12 and 13, a connector for connecting and disconnecting both ends of a U-shaped fitting 17 with a screw pin 18 is used as the connecting tool 16, and FIG.
As shown in the figure, in order to prevent corrosion etc.,
Or a loop 19 is used.

On the plurality of concrete block holding units 4, as shown in FIG. The cover 20 is used to return to the natural environment at an early stage to secure an area for a walk or the like, and to hide the concrete block holding unit 4 to improve the appearance. In this case, the cover soil 20 is located above the low water level L1 of the river 3 or the like.
Is usually hard to be washed away by running water.

As shown in FIG. 1, on the revetment slope 2
In the lower side area 2a, a large number of natural stone holding units 21 are laid as wall building units. This is to always prevent the soil from being removed by the flowing water at the low water level L1 where the flowing water exists, and to ensure a naturally harmonious appearance. Each of the natural stone holding units 21 is provided with a plurality of natural stones 2 on the surface of the wire mesh 5 with an adhesive.
The natural stone holding units 21 adjacent to each other are connected via a connecting member 16 as in the case of the concrete block holding unit 4. Such a large number of natural stone holding units 21 form an inclined surface that is continuous with the surface of the covering soil 20, so that a walk or the like can be easily performed between the surface area of the covering soil 20 and the natural stone holding unit 21. ing.

In FIG. 1, reference numeral 23 denotes a suction prevention seal.
The suction-prevention sheet 23 is laid on the revetment slope 2 before the concrete block holding unit 4 and the natural stone holding unit 21 are laid to prevent the suction of soil and the like. This suction prevention sheet 23
Is relatively thin, and for convenience, the line of the revetment slope 2 is also used.

FIGS. 15 to 18 show a second embodiment, and FIGS.
FIG. 22 shows a third embodiment. In each of the embodiments, the same components as those in the first embodiment are denoted by the same reference numerals, and description thereof will be omitted.

In the second embodiment, as shown in FIGS. 15 to 18, a net-like piece has a laminated structure of a wire netting 5 and a net-like body 24 made of a synthetic resin. Is held. The wrapping of the concrete block 6 into the wire netting 5 and the mesh body 24 by the concrete block 6 is increased to make the holding of the concrete block 6 stronger, and the bending of the concrete block holding unit 4 during transportation is used as a reinforcing body. The reason for this is that the wire mesh 5 is used for the suppression, and furthermore, the use of the net-like body 24 made of a synthetic resin prevents corrosion and the like after the laying, thereby providing a semi-permanent structure. In this case, the synthetic resin used for the mesh body 24 is selected from the viewpoint of preventing corrosion and the like, and the mesh 25 a is formed by the wire 25 inside the mesh body 24. Of course, a laminated structure in which the net-like body 24 is disposed below the wire net 5 may be used.

As shown in FIGS. 15 and 16, a nonwoven fabric 26 as a frictional force increasing means is attached to the upper surface of each of the concrete blocks 6. The nonwoven fabric 26 has a function of preventing the covering soil 20 from sliding down on the upper surface of each concrete block 6, whereby the holding of the covering soil 20 can be further enhanced. As another embodiment, irregularities may be formed on the upper surface of the concrete block 6.

In the concrete block holding unit 4 according to the third embodiment shown in FIGS. 19 to 22, a plurality of concrete blocks 6 are combined to form a substantially cross-shaped arrangement (see FIG. 19), or a plurality of concrete blocks are arranged. 20 are combined into a substantially H-shaped arrangement (FIG. 20).
reference). When a plurality of such concrete block holding units 4 are laid on the revetment slope 2, as shown in FIG. 22, the plurality of concrete block holding units 4 are provided.
A plurality of partition spaces 27 are to be formed by the concrete block 6 in FIG.

As shown in FIG. 22, each section space 27 is to be filled with a stuffing stone 28 or the like. As the stuffing stone 28, natural stone or the like at a construction site may be used. Instead of the stuffing stone 28, a concrete waste material or the like may be used.

Then, on the stuffing stone 28 filled in each of the divided spaces 27, as shown in FIG.
0 is piled up, whereby a continuous slope of the revetment 1 is to be formed.

[Brief description of the drawings]

FIG. 1 is an explanatory view showing a revetment according to a first embodiment.

FIG. 2 is a plan view illustrating a state in which the concrete block holding unit according to the first embodiment is laid on a seawall slope.

FIG. 3 is a perspective view showing a concrete block holding unit according to the first embodiment.

FIG. 4 is a front view showing the concrete block holding unit according to the first embodiment.

FIG. 5 is a side view of FIG. 4;

FIG. 6 is a bottom view of FIG. 4;

FIG. 7 is an explanatory diagram showing a relationship between a wire rod of a wire mesh and a concrete block.

FIG. 8 is a view for explaining a manufacturing process of the concrete block holding unit according to the first embodiment.

FIG. 9 is a view showing a continuation of FIG. 8;

FIG. 10 is a view showing a continuation of FIG. 9;

FIG. 11 is a view for explaining the manufacture of another embodiment of the concrete block holding unit according to the first embodiment.

FIG. 12 is a view showing a state in which the concrete block holding units are connected to each other using a connecting tool.

FIG. 13 is a perspective view showing a connecting tool used in FIG. 12;

FIG. 14 is a view showing a state in which the concrete block holding units are connected to each other using another connecting tool.

FIG. 15 is a plan view showing a concrete block holding unit according to a second embodiment.

FIG. 16 is a front view of FIG.

FIG. 17 is a plan view showing a synthetic resin net used in the concrete block holding unit according to the second embodiment.

FIG. 18 is a plan view showing a wire mesh used for the concrete block holding unit according to the second embodiment.

FIG. 19 is a plan view showing a concrete block holding unit according to a third embodiment.

FIG. 20 is a plan view showing another concrete block holding unit according to the third embodiment.

FIG. 21 is an explanatory view showing a revetment according to a third embodiment.

FIG. 22 is a plan view illustrating a state in which the concrete block holding unit according to the third embodiment is laid on a seawall.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Seawall 2 Seawall 4 Concrete block holding unit 5 Wire mesh 6 Concrete block 8 Wire rod 9 Lower part of concrete block 10 Reinforcement 12 Concrete 14 Frame body 20 Soil 22 Natural stone 24 Netlike body 25 Wire rod 26 Nonwoven fabric 27 Section Space 28 stuffing material

──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-61-113911 (JP, A) JP-A-57-81510 (JP, A) JP-A-7-4541 (JP, U) JP-A-63 121632 (JP, U) Japanese Utility Model 7-44533 (JP, U) Registered utility model 3030783 (JP, U) (58) Fields investigated (Int. Cl. ⁷ , DB name) E02B 3/12 E02B 3/14 E02D 17/20

Claims (1)

(57) [Claims] 1. A method according to claim 1 , wherein a plurality of concretes are provided on one side of the net-like piece.
The gap between the concrete block and the adjacent concrete block
As a wall construction unit that is held while forming a gap
The concrete block holding unit includes a plurality of concrete blocks.
With the reed blocks facing each other facing upward
A plurality of concrete block holding units,
For each of several groups, each concrete block holding unit
By the plurality of concrete blocks in the knit
A partition space is formed, and each of the partition spaces is filled with a filling material , and soil is covered on the plurality of concrete block holding units.
Wall, characterized in that, is piled.