JP3340712B2 - Retaining wall frame using continuous honeycomb-shaped honeycomb structure and construction method using this retaining wall frame - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall (hereinafter referred to as retaining wall) frame using a continuous honeycomb-shaped honeycomb structure, and a construction method using the retaining wall frame. About.

[0002]

2. Description of the Related Art With respect to retaining walls, seawalls of rivers, earth retaining walls, riverbeds, etc., the purpose of which is to be friendly to nature and suitable for so-called natural environment suitable for the growth of living organisms and protection of ecosystems, and to be familiar with nature. There are construction methods such as retaining walls using wood. Prior art documents also have inventions relating to these.

Japanese Unexamined Patent Publication No. 7-119166 discloses a civil engineering construction method and a civil engineering construction frame, the contents of which are arranged such that a plurality of timber-shaped unit fence-shaped members are arranged facing each other, and are opposed to each other. The unit fence-shaped members are connected to each other by a tensioning member so as to be erected at a predetermined interval and formed in a frame shape, and the unit fence-shaped members facing each other can be folded in a direction in which the unit fences approach each other. It is relatively rotatably connected to the tensioning member, and fills the frame with a filler such as earth and sand to build earth retaining etc., and easily makes use of wood for retaining walls or rivers Construction of seawalls, etc.

Japanese Unexamined Patent Publication No. Hei 8-151636 discloses a construction frame for earth retaining, revetment, etc. and a method of constructing the same, in which a front timber and a rear timber are provided, and one side timber and another side timber are provided. It is a configuration in which the beams are sequentially arranged in a grid pattern at intervals, and because of the grid pattern, the load and earth pressure are excellent, and the natural environment can be protected.

[0005]

The above document has features such as effective use of wood, no risk of environmental destruction, and usefulness in maintaining a natural environment. However,,
Although some deformation is possible, it is difficult to change the height and length direction because it is not possible to diversify the installation because it can not be complicated shape according to the natural terrain, it is difficult to change the height and length, There is a problem that it is not possible to flexibly respond to various conditions such as earth pressure, construction type, construction purpose, construction time, etc. (hereinafter, referred to as area, etc.).

[0006] It should be noted that the structure is to adopt a bolt nut as a connecting tool, and that the use of an iron bolt nut may cause a problem of environmental destruction. There are problems such as being impossible.

[0007]

The invention of claim 1 is characterized in that the workability of a retaining wall or the like can be improved, and that simple work can be performed.

[0008] A frame for a retaining wall or the like utilizing a continuous honeycomb-shaped honeycomb structure used for a retaining wall or the like.
A frame for a retaining wall or the like using a continuous honeycomb-shaped honeycomb structure in which a plurality of compressed hexagonal timbers and a continuous honeycomb-shaped honeycomb structure are connected to each other using a continuous honeycomb-shaped honeycomb structure as a connecting material. .

The invention of claim 2 is characterized in that the height, length and size can be freely changed, the installation can be diversified, the workability can be improved, and simple work can be performed. There is.

The above frame is a frame for a retaining wall or the like utilizing a continuous honeycomb-shaped honeycomb structure whose height, length and size can be freely changed.

[0011]

[0012]

A third aspect of the present invention is to efficiently utilize a frame for a retaining wall or the like in accordance with various conditions such as the area of the retaining wall or the like, and to construct the retaining wall or the like optimally and easily. With the goal.

A frame for a retaining wall or the like using a continuous honeycomb-shaped honeycomb structure in which a plurality of compressed hexagonal woods and a continuous honeycomb-shaped honeycomb structure are connected to each other using the continuous honeycomb-shaped honeycomb structure as a connecting material. body and a construction method utilizing a continuous honeycomb-shaped honeycomb structural body retaining wall or the like for frame body utilizing used for retaining walls and the like, the retaining walls and the like for frame body retaining walls, revetments surface, earth retaining
This is a construction method using a retaining wall frame for fixing the retaining wall frame.

According to a fourth aspect of the present invention, a frame for a retaining wall or the like is efficiently used in accordance with various conditions such as an area of the retaining wall or the like, and an optimum and simple construction of the retaining wall or the like. With the goal.

A frame for a retaining wall or the like using a continuous honeycomb-shaped honeycomb structure in which a large number of compressed hexagonal timbers and a continuous honeycomb-shaped honeycomb structure are connected to each other using a continuous honeycomb-shaped honeycomb structure as a connecting material. body and a construction method utilizing a continuous honeycomb-shaped honeycomb structural body retaining wall or the like for frame body utilizing used for retaining walls and the like, the retaining walls and the like for frame body retaining walls, revetments surface, earth retaining
The retaining wall frame is fixed, and a filler such as soil, sand, earth and sand, ceramic charcoal or the like is provided in a gap between the retaining wall frame and the like. It is a construction method to do.

A fifth aspect of the present invention is to efficiently utilize a frame for a retaining wall or the like in accordance with various conditions such as the area of the retaining wall or the like, and to construct the retaining wall or the like optimally and easily. With the goal.

This is a construction method using a frame for a retaining wall or the like used for a retaining wall or the like by connecting a large number of compressed hexagonal timbers to the frame for a retaining wall or the like. Walls, seawalls, earth retaining
This is a construction method using a retaining wall frame for fixing the retaining wall frame.

[0019]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a view showing the entirety of a river utilizing the present invention. A frame formed by combining a continuous honeycomb-shaped honeycomb structure and a compressed hexagonal timber is connected to a bottoming work. It can be used as a retaining wall of a river, for use as a riverbed.

Compressed hexagonal wood having a hexagonal cross section processed into a hexagonal shape is inserted into hexagonal holes of a continuous honeycomb-shaped honeycomb structure to form a frame. The number of inserted hexagonal compressed wood, length, etc. may be appropriately selected depending on the construction form, construction purpose, construction time, and the like. Since the continuous honeycomb-shaped honeycomb structure serves as a connecting member, the length, height, size, and the like of the frame can be freely changed depending on how the compressed hexagonal wood is inserted. The compressed hexagonal wood rarely corrodes, but can be freely replaced if it is corroded or damaged.

FIGS. 3 and 4 show diagrams showing the use as a substructure, in which a continuous honeycomb structure and a compressed hexagonal wood are combined on a base crushed stone (river bed) to fix a connected frame. ,
Stack stones, earth and sand, logs, etc. on the frame. This has the effect of preventing scouring of the riverbed and attenuating the flow velocity of the river. Further, in a rapid river, the compression hexagonal wood is made longer, and in a gentle river, the compression hexagonal wood is made shorter, which is more effective. Particularly in rapid rivers, it is possible to increase the strength by using it together with bottoming concrete. In addition, the unevenness of the continuous honeycomb-shaped honeycomb structure and the inserted compressed hexagonal wood prevent the stones and gravel from flowing out of the riverbed, secure the habitat of aquatic animals such as fish, and also help protect the environment. .

FIGS. 5 and 6 show the use as a leaning-type retaining wall, in which a continuous honeycomb-shaped honeycomb structure and compressed hexagonal wood are combined on backfilled crushed stone (a river slope) and connected. The frame is fixed, and earth and sand, bagged ceramic charcoal and the like are put in the frame. Depending on the case, it is also possible to increase the strength by putting in concrete. In addition, by adding bagged ceramic charcoal, it is possible to purify river water, improve water quality, etc.
It also helps protect the environment. In addition, between the unevenness of the continuous honeycomb-shaped honeycomb structure and the inserted compressed hexagonal wood,
It can be used as a planting pot.

FIGS. 7 to 12 show the use as a stair-type retaining wall, and a combination of a honeycomb-shaped honeycomb structure continuous with a compressed hexagonal timber on a basic crushed stone (a river slope or a riverbed). After fixing the frame, the soil, logs, ceramic charcoal, etc. are stacked on the frame. In the case of FIGS. 11 and 12, earth and sand, logs, ceramic charcoal and the like are put in the frame. The gradient can be freely adjusted and the shape of the step can be freely set according to the combination of the continuous honeycomb structure and the length of the inserted compressed hexagonal wood. Compressed hexagonal wood is inserted into the hexagonal holes at the outer periphery of the continuous honeycomb-shaped honeycomb structure and used for connection with each other, and stones and earth and sand are sandwiched between the continuous honeycomb-shaped honeycomb structure and the compressed hexagonal wood. It is possible to increase the strength by filling, and planting is also possible.

FIGS. 13 to 14 show the use as a gravity-type retaining wall. A continuous honeycomb-shaped honeycomb structure has a bottom surface and is inserted into a hexagonal hole at an outer peripheral portion of the continuous honeycomb-shaped honeycomb structure. The compressed hexagonal lumber is combined as a wall and the columnar interior of the frame is filled with stones and earth and sand. Therefore, the retaining wall can be easily installed and can be moved, so that the installation can be diversified. Depending on how to combine continuous honeycomb-shaped honeycomb structures and the length of compressed hexagonal wood,
The shape of the retaining wall can be changed freely. Also, it can be carried around, and the installation can be diversified.

[0025]

[0026]

An embodiment of the present invention will be described with reference to the drawings.

FIG. 1 is a diagram showing an entire river using the present invention. A frame 3 in which a continuous honeycomb-shaped honeycomb structure 1 and a compressed hexagonal timber 2 are combined and connected is used in various forms. The riverbed is used as a bottom mound 4, the river slope is used as a leaning retaining wall 5 and a staircase retaining wall 6, and it is also used as a gravity retaining wall 7. In addition, a retaining wall or the like combining only the compressed hexagonal wood 2 can be installed.

FIG. 2 is a view showing a frame 3 connected by combining a continuous honeycomb-shaped honeycomb structure 1 and a compressed hexagonal timber 2. The height, length, and size of the frame 3 depend on the combination of the frames 3. Can be changed freely, can be transformed into various shapes, and can be used according to natural terrain. In addition, the continuous honeycomb-shaped honeycomb structure 1 has 19 holes, but the number of holes is not limited.

FIGS. 3 and 4 are diagrams showing the bottoming work 4.
The compressed hexagonal timber 2 is inserted into six portions of the outer peripheral portion 111 of the continuous honeycomb-shaped honeycomb structure 1, and the compressed hexagonal timber 2 is inserted into the center of the continuous honeycomb-shaped honeycomb structure 1. A continuous honeycomb-shaped honeycomb structure 1 and a part of another continuous honeycomb-shaped honeycomb structure 1 are overlapped, and a compressed hexagonal timber 2 is inserted and penetrated. The frame 3 made as described above is
The compressed hexagonal timber 2 is arranged and fixed on the (riverbed) so as to be perpendicular to the riverbed, and the stone B, the earth and sand C, the log D, etc. are loaded thereon, and the stable bottoming work 4 can be performed. In addition, by putting concrete G, it is possible to install a stronger bottom covering 4. The arrow indicates the direction of flowing water.

Although not shown, the compressed hexagonal timber 2 is made longer in a rapid river, and the compressed hexagonal timber 2 is made shorter in a gentle river, thereby further preventing the scouring of the riverbed and reducing the flow velocity of the river. effective. In addition, it is also possible to strike a log pile or the like for more secure fixing.

FIGS. 5 and 6 are views showing the leaning type retaining wall 5, which shows the outer peripheral portion 111 of the continuous honeycomb-shaped honeycomb structure 1.
The compressed hexagonal timber 2 is inserted into the location, and the compressed hexagonal timber 2 is inserted into the center of the continuous honeycomb-shaped honeycomb structure 1. A continuous honeycomb-shaped honeycomb structure 1 and a part of another continuous honeycomb-shaped honeycomb structure 1 are overlapped, and a compressed hexagonal timber 2 is inserted and penetrated. The frame 3 made as described above, on the backfill crushed stone E (slope) of the river, so as to be substantially perpendicular to the slope,
A more secure and stable leaning-type retaining wall by fixing and putting in concrete G1, sand C, bagged ceramic charcoal F1, etc.
5 can. Since the length of the compressed hexagonal timber 2 can be changed according to the terrain, it is possible to cope with complicated natural terrain and diversify the installation.

FIGS. 7 to 10 show the stepped retaining wall 6, in which the compressed hexagonal timber 2 is inserted into the entire outer peripheral portion 111 of the continuous honeycomb-shaped honeycomb structure 1. FIG. A continuous honeycomb-shaped honeycomb structure 1 and a part of another continuous honeycomb-shaped honeycomb structure 1 are overlapped, and a compressed hexagonal timber 2 is inserted and penetrated. By overlapping and penetrating a part, the frame bodies 3 can be connected to each other and fixed. The frame 3 formed as described above is fixed on a slope of a river or a riverbed (referred to as a basic crushed stone A in the drawing).
Step, 2nd, 3rd, 4th, 5th, etc. steps, and a honeycomb structure with a continuous honeycomb structure containing stone B, earth and sand C, log D, ceramic charcoal F, etc. By filling and flattening the holes of step (1), a stronger and more stable stepped retaining wall 6 can be obtained. The stairs-type retaining wall 6 can freely change the gradient, the shape and the length of the step, etc., depending on how to combine the continuous honeycomb-shaped honeycomb structures 1 and the length of the compressed hexagonal timber 2.

FIGS. 11 and 12 show a stepped retaining wall 61 in which compressed hexagonal timber 2 is inserted into the outer peripheral portion 111 of a continuous honeycomb-shaped honeycomb structure 1. A continuous honeycomb-shaped honeycomb structure 1 and a part of another continuous honeycomb-shaped honeycomb structure 1 are overlapped, and a compressed hexagonal timber 2 is inserted and penetrated. Fold the frame 3 made as described above sideways and place it on the slope or riverbed of the river.
By stacking and fixing the steps and the second step and putting earth and sand C (not shown), a stronger and more stable stair-type retaining wall 61 can be formed. The stairs-type retaining wall 61 can freely change the gradient, the shape and length of the step, etc., depending on how to combine the continuous honeycomb-shaped honeycomb structures 1 and the length of the compressed hexagonal timber 2.

FIGS. 13 and 14 are views showing the gravity type retaining wall 7, in which the compressed hexagonal timber 2 is inserted into the outer peripheral portion 111 of the continuous honeycomb-shaped honeycomb structure 1. FIG. A continuous honeycomb-shaped honeycomb structure 1 and a part of another continuous honeycomb-shaped honeycomb structure 1 are overlapped, and a compressed hexagonal timber 2 is inserted and penetrated. By overlapping and penetrating a part, the frame bodies 3 can be connected to each other and fixed. With the continuous honeycomb-shaped honeycomb structure 1 as the lower bottom, a part of the continuous honeycomb-shaped honeycomb structure 1 between the lower bottoms is overlapped, and the compressed hexagonal timber 2 is used as the continuous honeycomb-shaped honeycomb structure at the lower bottom. Compressed hexagonal wood inserted vertically into 1 vertically and inserted 2
A part of the honeycomb structure 1 having a continuous honeycomb shape at the upper bottom is overlapped and inserted above. The frame 3 thus formed is fixed on the slope or riverbed of a river, and a stone B, earth and sand C and the like are put therein, whereby a stronger and more stable gravitational retaining wall 7 can be obtained. The gravity type retaining wall 7 can freely change the gradient, the shape of the step, the length, etc., depending on how to combine the continuous honeycomb-shaped honeycomb structures 1 and the length of the compressed hexagonal timber 2. Etc. are also possible.

[0035]

Reference numeral 11 denotes a stepped retaining wall made of compressed hexagonal timber using only the compressed hexagonal timber 2, which is provided with a pivot and is fixed to various sizes, lengths, and heights by stopping members. It can be changed, it can correspond to natural terrain, and the installation can be diversified. It is also possible to stack the compressed hexagonal timber 2 in a cross-girder manner, as in a cross-girder retaining wall 12 of compressed hexagonal timber.
Further, by combining the compressed hexagonal timber 2, it is also possible to install the cart rail 13 and the bushing 15. Further, the compressed hexagonal wood 2 can be cut like a paving stone 14 by cutting it into a certain length. In addition, compressed hexagonal wood 2 made by cutting thinned wood and wood into hexagonal shapes
May also be used.

That is, a continuous honeycomb-shaped honeycomb structure 1
By combining with the compressed hexagonal wood 2, it can be used for various purposes, and the material of the continuous honeycomb-shaped honeycomb structure 1 is a wet plastic or a mixture of waste plastic and wood plastic. By using concrete or the like, environmentally friendly construction is possible.

[0038]

According to the first aspect of the present invention, there is provided a frame for a retaining wall or the like using a continuous honeycomb-shaped honeycomb structure used for a retaining wall or the like. The frame is a continuous honeycomb-shaped honeycomb. A structure in which a number of compressed hexagonal timbers and a continuous honeycomb-shaped honeycomb structure are connected to each other using the structure as a connecting material. Therefore, the installation can be diversified, the workability can be improved, the simple construction can be performed, it is possible to effectively cope with various conditions such as the area of the retaining wall, etc., the frame for the retaining wall etc. It is characterized in that it can expand the field of use, and that it can maintain a natural environment and provide a good environment for living things.

According to a second aspect of the present invention, there is provided a frame having a height,
The length and size can be freely changed. Therefore,
Installation can be diversified, workability can be improved, simple construction can be performed, effective measures can be taken in response to various conditions such as the area of retaining walls, etc. It has features such as being able to expand the field, maintaining a natural environment and providing a good environment for living things.

[0040]

According to a third aspect of the present invention, there is provided a continuous honeycomb-shaped honeycomb structure in which a plurality of compressed hexagonal timbers and a continuous honeycomb-shaped honeycomb structure are connected to each other using a continuous honeycomb-shaped honeycomb structure as a connecting material. This is a construction method using a retaining wall frame using a continuous honeycomb-shaped honeycomb structure used for the retaining wall or the like for the retaining wall or the like. It is installed on a wall, revetment surface, earth retaining, and fixed to a frame for retaining wall. Accordingly, it is necessary to efficiently utilize the frame for the retaining wall, etc. in accordance with various conditions such as the area of the retaining wall, etc., to construct the retaining wall, etc. easily and optimally, It has features such as expansion of application fields, maintenance of natural environment, and provision of good environment for living things.

According to a fourth aspect of the present invention, there is provided a continuous honeycomb structure in which a plurality of compressed hexagonal woods and a continuous honeycomb structure are connected to each other using the continuous honeycomb structure as a connecting material. This is a construction method using a retaining wall frame using a continuous honeycomb-shaped honeycomb structure used for the retaining wall or the like for the retaining wall or the like. Installed on walls, revetments, earth retaining, fixing frames for retaining walls, etc.
In this configuration, a filler such as soil, sand, earth and sand, ceramic charcoal, or the like is provided in a gap between the retaining wall and other frame bodies. Accordingly, it is necessary to efficiently utilize the frame for the retaining wall, etc. in accordance with various conditions such as the area of the retaining wall, etc., to construct the retaining wall, etc. easily and optimally, It has features such as expansion of application fields, maintenance of natural environment, and provision of good environment for living things.

The invention according to claim 5 is a construction method using a retaining wall frame used for a retaining wall or the like, wherein the retaining wall frame is formed by connecting a large number of compressed hexagonal timbers. In this configuration, the frame for equities is installed on retaining walls, seawalls, and earth retaining walls, and the frames for retaining walls and the like are fixed. Accordingly, it is necessary to efficiently utilize the frame for the retaining wall, etc. in accordance with various conditions such as the area of the retaining wall, etc., to construct the retaining wall, etc. easily and optimally, It has features such as expansion of application fields, maintenance of natural environment, and provision of good environment for living things.

[Brief description of the drawings]

FIG. 1 is a perspective view showing an entire river using the present invention.

FIG. 2 is a perspective view illustrating a frame of the present invention.

FIG. 3 is a plan view illustrating an example of a usage example of the present invention.

FIG. 4 is a sectional view taken along line BB of FIG. 3;

FIG. 5 is a front view illustrating an example of another usage example of the present invention.

FIG. 6 is a sectional view taken along line AA of FIG. 5;

FIG. 7 is a plan view illustrating an example of another usage example of the present invention.

FIG. 8A is a sectional view taken along the line BB of FIG. 7; (B) is C in FIG.
It is -C sectional drawing.

FIG. 9 is a plan view illustrating an example of another usage example of the present invention.

FIG. 10A is a sectional view taken along the line BB of FIG. 9; (B) Fig. 9
5 is a sectional view taken along line CC of FIG.

FIG. 11 is a front view illustrating an example of another use example of the present invention.

FIG. 12 is a sectional view taken along the line BB of FIG. 11;

FIG. 13 is a plan view illustrating an example of another usage example of the present invention.

FIG. 14 is a sectional view taken along line AA of FIG.

[Explanation of symbols]

 1 Continuous honeycomb-shaped honeycomb structure 111 Outer circumference 112 Inner circumference 2 Compressed hexagonal wood 3 Frame 4 Bottom upholstery 5 Leaning retaining wall 6 Stair retaining wall 61 Stair retaining wall 7 Gravity retaining wall 11 Compressed hexagon Stair-type retaining wall of wood 12 Compressed hexagonal wooden girder retaining wall 13 Car rail 14 Paving stones 15 Enseki A Foundation crushed stone B Stone C Earth and sand D Log E Backfill crushed stone F Ceramic charcoal F1 Bagged ceramic charcoal G Concrete G1 Concrete concrete

────────────────────────────────────────────────── ─── Continuation of the front page (72) Kazushi Goto 502, Shinno, Anan-machi, Shimoina-gun, Nagano Prefecture Goto Construction Co., Ltd. (56) References JP-A-8-144254 (JP, A) JP-A-10- 131195 (JP, A) (58) Field surveyed (Int. Cl. ⁷ , DB name) E02B 3/12 E02B 3/14 E02D 17/20 103 E02D 29/02 308

Claims (5)

(57) [Claims] 1. A continuous honeycomb retaining wall frame using a honeycomb structure for use in retaining walls, the frame body as connecting material a continuous honeycomb of the honeycomb structure, the number Wall frame using a continuous honeycomb-shaped honeycomb structure that connects a series of compressed hexagonal wood and a continuous honeycomb-shaped honeycomb structure
Body . 2. The retaining wall frame according to claim 1, wherein the height, the length, and the size of the frame are freely changeable. As wherein connecting material a continuous honeycomb of the honeycomb structure using a honeycomb of the honeycomb structure continuous linked the honeycomb of the honeycomb structure continuous with a large number of compression hexagonal wood Yokabeko the use frame member, a construction method utilizing a continuous honeycomb retaining wall frame body using a honeycomb structure for use in retaining walls, the retaining wall frame body retaining walls, revetments surface, braced To
Installed, construction method utilizing a retaining wall frame body structure to secure the retaining wall frame body. 4. A retaining wall using a continuous honeycomb-shaped honeycomb structure in which a plurality of compressed hexagonal woods and a continuous honeycomb-shaped honeycomb structure are connected to each other using a continuous honeycomb-shaped honeycomb structure as a connecting material . the frame, a continuous construction method using a retaining wall frame body using honeycomb of the honeycomb structure used in the retaining wall, the retaining wall frame body retaining wall, revetment surface, the earth retaining Setting
And location, to secure the 該擁wall frame body, soil clearance of the retaining wall frame, sand, sediment, retaining wall structure providing a filler such as ceramic charcoal
Construction method using a frame . 5. A retaining wall connecting a number of compressed hexagonal lumbers.
This is a construction method using a retaining wall frame used for a retaining wall , wherein the retaining wall frame is installed on a retaining wall, a seawall, and a retaining wall.
A construction method using a retaining wall frame configured to be placed and fixing the retaining wall frame .