JP2012026217A - Gravel spreading structure and gravel spreading method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide new gravel spreading structure and gravel spreading method capable of preventing landscape and drainage from being damaged and separation and reuse upon removal from becoming difficult, also facilitating securing of load resistant strength and manufacturing, facilitating traveling of a wheelchair and a stroller, etc., preventing deviation of gravels, and keeping a smooth spread surface.SOLUTION: By adopting a base material mat having a three-dimensional net-like structure by elastic wires of a synthetic resin, a spread state of being filled with gravels is kept without the need of a binder or the like. Thus, the new gravel spreading structure and gravel spreading method capable of facilitating traveling of a wheelchair or the like and walking, preventing deviation of gravels, efficiently keeping a smooth spread surface and allowing reuse of gravels by separation when removed further are realized.

Description

  The present invention relates to a gravel laying structure and a gravel laying method found in shrines and temples, gardens, parking lots, etc., and in particular, it can facilitate traveling of wheelchairs, strollers, etc. without damaging the scenery. The present invention relates to a novel gravel laying structure and a gravel laying method that facilitates vehicle running and walking by people, and that can prevent gravel deviation and keep a smooth laying surface efficiently.

  Conventionally, a gravel laying structure (also called gravel pavement) in which gravel is laid as a surface layer of the ground is known. Such gravel laying structure is easier and cheaper to construct than asphalt pavement and concrete pavement, is capable of prompt drainage, is excellent in landscape, and can be expected to prevent weeds. It has. Therefore, in addition to sidewalks and parking lots, it is widely used in shrines and temples and gardens.

  By the way, the conventional gravel laying structure was either simply laid gravel on the ground or rolled with a roller after laying.

  However, with such a conventional gravel laying structure, when a wheel with a thin wheel such as a wheelchair, a stroller, or a bicycle travels, the wheel is sunk into the gravel and the traveling resistance becomes very large, and the direction control becomes difficult. There was a problem. In addition, there is a risk that gravel easily jumps when the automobile is running, and there is also a problem that when the car or a person repeatedly passes, the gravel moves to a biased position and the surface is easily uneven.

  In addition, in JP-A-61-172901 (Patent Document 1) and the like, it is also proposed to fix gravel using a binder to form a surface layer of a paved road, but not only the construction is troublesome, In addition to damage to the landscape, which is a feature of gravel pavement, and poor drainage, it is difficult to separate the binder and gravel at the time of removal, which makes it difficult to reuse. hard.

  Japanese Patent Laid-Open No. 2001-90005 (Patent Document 2) discloses that a mat-like molded body made of a synthetic resin integrally formed with a plurality of interconnected partition walls is laid on the ground and surrounded by each partition wall. A gravel laying structure has been proposed in which gravel is filled in the gap. However, such a mat-shaped molded body has a structure in which a large number of pressure receiving bodies having a hollow inverted cup shape are juxtaposed and these pressure receiving bodies are connected to each other, and in the gap between adjacent pressure receiving bodies. The gravel is only introduced, and it is difficult to fill the pressure receiving body with gravel for construction reasons. Therefore, the load of the pressure receiving body is received by the partition of the pressure receiving body itself, and there is a problem that it is difficult to ensure the load-bearing strength, combined with the hollow pressure receiving body. That is, the mat must be strong enough to withstand the pressure difference between the inside of the hollow pressure receiving body surrounded by the partition and the outside of the pressure receiving body filled with gravel. Combined with the difficulty of integrally molding the body with a mold, there were practical problems.

JP 61-172901 A JP 2001-90005 A

  The present invention has been made in the background as described above, and the problem to be solved is that, as in the invention described in Patent Document 1, the landscape and drainage are impaired or separation and reuse at the time of removal is performed. In addition, the load bearing strength can be ensured and manufactured easily compared to the invention described in Patent Document 2, and traveling of wheelchairs, strollers, etc. is facilitated and gravel is biased. It is an object of the present invention to provide a new gravel laying structure and a gravel laying method capable of preventing the occurrence of a problem and maintaining a smooth laying surface.

  The feature of the present invention made in order to solve such a problem is that a three-dimensional net-like structure is formed by three-dimensionally bending a synthetic resin elastic wire rod and fixing them together at a plurality of contact sites. A base mat having a structure is laid on the ground, and gravel is laid on the base mat, and the gravel enters the inside of the three-dimensional network structure of the base mat and is captured in a filled state. It has a gravel laying structure.

  According to the present invention, gravel enters the inside of the three-dimensional network structure of the base mat and is laid in a filled state, so that the load of a car or a person is supported by the gravel and transmitted to the ground. It becomes. Therefore, the base mat itself is not required to have high strength, and a simple and inexpensive base mat structure can be realized.

  In addition, in the base mat having a three-dimensional network structure made of the synthetic resin elastic wire, the gap between the elastic wires serving as an opening to the outside of the cavity surrounded by the elastic wire can be expanded by elastic deformation of the elastic wire. . Therefore, it is easy to insert gravel into the base mat through the gaps between the elastic wires, and the construction can be easily performed.

  Furthermore, gravel is not fixed to the base mat, and it is not necessary for the gravel to be fixed with a binder, etc., so that excellent drainage through the gap is demonstrated and the gravel laying structure is removed. Sometimes the base mat and gravel can be separated and reused separately.

  It is also possible to lay gravel on the base mat so that the base mat is not visible, and even if the base mat is visible, it is composed of thin elastic wire. The good scenery is not greatly damaged.

  By the way, in the gravel laying structure of this invention, a more suitable aspect exists. For example, the base mat is arranged in parallel with a plurality of loop bodies in which monofilaments are deposited in the form of random loops in the length direction, and the plurality of loop bodies are fixed to each other at a contact point between adjacent ones. Due to the caulking structure, in the base mat, cylindrical cavities continuous in the length direction of the loop bodies are formed, and the cylindrical cavities are opened on the surface side of the base mat. The present invention is provided with a skeletal reinforcing portion that extends in the length direction of the loop body by being fastened to each other and the loop bodies being fixed to each other between the adjacent cylindrical cavities. Is preferable.

  By constructing the base mat with such a structure in which the loop bodies of a plurality of monofilaments are mutually fixed, a base mat suitable for the present invention can be easily manufactured without requiring a large molding die. I can do it. Also, the gravel can be efficiently and firmly held by the cylindrical cavity of the loop body, and gravel easily enters the cylindrical cavity based on the elastic deformation of the part where the loop body is not fixed. Since it can be filled, the construction becomes easy. Furthermore, it is possible to give a large strength by the skeleton reinforcing portion formed by the mutually fixed portions of the loop body.

  In the present invention, for example, a reinforcing layer having a two-dimensional network structure is provided and fixed so as to spread over the bottom surface of the base mat that is superimposed on the ground. Aspects can be suitably employed.

  By forming such a reinforcing layer, an opening for allowing gravel to enter the inside is formed on the surface side of the base mat with a sufficient size and amount, while the base on the bottom side of the base mat is formed. The strength of the mat can be improved. The reinforcing layer is, for example, one or more monofilaments are curved, bent, or meandered on the bottom surface of the base mat so as to be superposed in a net shape as a whole and fixed to the base mat. Can be advantageously formed.

  Further, in the present invention, for example, a mode in which the base mat is fixed to the ground by a fixing pin material that is driven into the ground at a plurality of locations thereof is suitably employed. obtain. The fixing pin material may be a separate member from the base mat, or may be provided integrally with the bottom surface of the base mat.

  Further, in order to solve the problems as described above, the present invention includes (a) a leveling step for leveling the ground to be laid with gravel, and (b) three-dimensionally bending a synthetic resin elastic wire and A mat preparation step of preparing a base mat having a three-dimensional network structure integrated by being fixed to each other at a contact portion of the step, and (c) the base mat prepared in the mat preparation step A mat laying step in which it is placed on the ground that has been leveled, (d) a gravel laying step in which gravel is laid from the base mat set in the mat laying step, and (e) a gravel laying step. The gravel laying method includes a rolling step of rolling the laid gravel so that the gravel enters the inside of the three-dimensional network structure of the base mat and is captured in a filled state.

  According to the method of the present invention, the gravel laying structure according to the present invention that can exhibit the technical effects as described above can be advantageously constructed and realized. In addition, prior to the gravel laying step, the construction may further include a mat fixing step for fixing the base mat installed in the mat laying step to the ground with a fixing pin material. By positioning the base mat in advance on the ground, it is possible to prevent the base mat from being displaced during the subsequent gravel laying process and the rolling process, and to easily perform the construction. It is possible to prevent the base mat from being displaced and lifted, and to improve the stability of the gravel laying structure over a long period of time.

  As described above, according to the present invention, by adopting a base mat having a three-dimensional network structure made of a synthetic resin elastic wire, it is possible to maintain a laid state filled with gravel without requiring a binder or the like. I can do it. This makes it easy to run and walk on wheelchairs, etc., to prevent uneven gravel and to keep a smooth laying surface efficiently, and to reuse gravel by separating it at the time of removal. Thus, a new gravel laying structure and gravel laying method can be realized.

Cross-sectional explanatory drawing of the gravel laying structure as one Embodiment of this invention. The perspective view which shows the base material mat used for the gravel laying structure shown in FIG. Sectional drawing of the base material mat shown by FIG. Explanatory drawing of the construction state which laid the base material mat shown by FIG. 3 in the ground. The reference photograph of the base material mat as one example of the present invention. The reference photograph of one Example of the gravel-laying structure using the base material mat shown in FIG. The reference photograph of another Example of the gravel laying structure using the base material mat shown in FIG.

  Embodiments of the present invention will be described below with reference to the drawings. First, FIG. 1 shows a cross section of an embodiment of a gravel laying structure according to the present invention. In the gravel laying structure of this embodiment, the base mat 10 shown in FIGS. 2 to 3 is laid side by side on the ground 12 as shown in FIG. The gravel 14 is laid by entering the inside of the structure.

  The base mat 10 has a three-dimensional network structure that is integrated by three-dimensionally bending a synthetic resin elastic wire 16 and fixing them together at a plurality of contact sites. And the clearance gap 18 as a continuous space is formed in the inside of the base material mat 10 by the elastic-shaped material 16 curvedly formed. The internal gap 18 is opened to the external space through an opening between the elastic wire members 16 located on the surface (upper surface in the drawing) 20 of the base mat 10.

  In addition, the three-dimensional curved shape of the molding material of the base mat 10 and the elastic wire 16 is not particularly limited, and is installed on the ground 12 and continues to capture the gravel 14 over a period of several years. It only needs to have durability and required strength. Specifically, for example, although the technical field of the invention is different from that of the present invention, the structure according to the drainage mat as described in Japanese Patent Laid-Open Nos. 54-22931 and 2002-275876 is available. Can be suitably employed.

  That is, since the specific molding material and manufacturing method of the base mat 10 are well-known techniques detailed in the above-mentioned publications, they will not be described in detail here. In the preparation step, a thermoplastic resin such as polypropylene as the synthetic resin elastic wire 16 is heated and softened by a screw or the like from a plurality of parallel nozzles to form a monofilament and a random (deformed) loop, and the loop length direction. Predetermined as a whole by extruding continuously (in the direction of the loop axis), cooling the plurality of loop-shaped monofilaments 22 in close proximity to each other, bringing adjacent parts into contact with each other and welding together. The base mat 10 extending in a band shape with a width dimension can be continuously formed. Such molding may be carried on a conveyor and sequentially sent as described in, for example, Japanese Patent Laid-Open No. 54-22931, or described in Japanese Patent Laid-Open No. 2002-275876. As shown in the figure, it may be continuously cooled in water or shaped by a roller.

  The size of the base mat 10 can be appropriately set according to the area of the site to be laid, the shape of the site to be laid, the particle size of the gravel to be adopted, and the like, and is not limited. For example, when considering the case where the particle size of gravel is about 2 to 30 mm, a monofilament having a wire diameter of about 0.5 to 3 mm is looped with an outer diameter of about 10 to 50 mm (if reduced, it will be randomly distorted) It is preferable to continuously form the material by curving it into a coarsely wound coil shape or a spiral shape deformed in step 1). The width of the base mat 10 depends on the number of nozzles provided in the molding apparatus, but is 10 to 200 cm in consideration of ease of handling during molding, conveyance, laying, and the like. It is desirable. The length of the base mat 10 can be set to 5 m or more by winding it in a roll shape. However, considering the ease of handling, the length of the base mat 10 is, for example, about 30 cm or 50 cm. obtain.

  The base mat 10 according to the present embodiment manufactured in this way has a plurality of loop-shaped monofilaments 22 welded and integrated in parallel and in adjacent portions, and the loop-shaped monofilaments 22 are integrated with each other. Is formed with a cylindrical cavity 24 continuous in the length direction. The above-described gap 18 is formed inside the base mat 10 by the assembly of the cylindrical cavities 24. Further, between adjacent cylindrical cavities 24 and 24, adjacent loop monofilaments 22 and 22 are welded to each other at a plurality of positions at predetermined intervals in the length direction of the base mat 10 (loop length direction). By being integrated, a skeleton reinforcing portion 26 extending in the loop length direction is formed. In short, the skeletal reinforcing portion 26 has rigidity and strength larger than those of the loop-shaped monofilament 22 alone, and is intended to improve the crush resistance in the thickness direction of the three-dimensional network structure.

  Furthermore, in the present embodiment, a reinforcing layer 28 that extends over the entire bottom surface is provided on the bottom surface (the lower surface in the drawing) of the base mat 10, thereby improving the bending strength and bending rigidity of the base mat 10. It has been. The reinforcing layer 28 may be porous so as to ensure water permeability and can be fixed to the loop monofilament 22 constituting the base mat 10. Preferably, for example, a porous plate-like body formed of a thermoplastic synthetic resin material is employed, and is integrally welded to a bottom surface of a three-dimensional network structure composed of loop-shaped monofilaments 22 at a plurality of contact sites. Fixed. In particular, in this embodiment, a plurality of monofilaments are formed so as to overlap each other in a curved shape on the bottom surface of the three-dimensional network structure, and each monofilament is moved while drawing a circle so that a circle overlapping in a trochoid shape is continuously formed. The reinforcing layer 28 is formed with a two-dimensional network structure as a whole by forming and integrally welding and fixing the adjacent monofilaments at the contact portions. In the present embodiment, the reinforcing layer is not provided on the surface (upper surface in the drawing) 20 of the base mat 10. However, if a sufficiently large opening can be secured in the reinforcing layer, the surface 20 of the base mat 10. In addition, a reinforcing layer may be provided in the same manner as the bottom surface.

  The base mat 10 having such a structure is laid side by side on the ground 12 as shown in FIG. As the leveling process, it is desirable to perform a known roadbed construction on the ground 12, for example, after digging the ground 12 at a depth of about 100 to 300 mm from the finished surface, leveling and leveling the ground 12 On the floor surface, crushed stone 30 of about C-40 is spread with a thickness of about 100 to 250 mm. If necessary, a level adjusting material made of fine crushed stone or the like may be laid down with a thickness of about 10 to 30 mm. Then, the mat laying surface is formed by performing appropriate rolling pressure and solidifying.

  Thereafter, a mat laying step is performed in which the base mat 10 is sequentially laid on the mat laying surface, and it is desirable that the base mat 10 is spread as much as possible. In addition, it is desirable to perform a mat fixing step of fixing the base mat 10 to the ground 12 in order to prevent the base mat 10 from moving or misaligned during and after laying. For this fixing, for example, it is effective to drive the fixing pin material 32 into a plurality of locations of the ground 12 and to lock the head of the fixing pin material 32 to the base mat 10. That is, the fixing pin member 32 is a peg-like one formed of a hard material such as metal or synthetic resin, and has a hook-like shape at the head of the pile driven into the ground through the gap 18 of the base mat 10. The locking portion is formed, and the locking portion is locked to, for example, the reinforcing layer 28 of the base mat 10. In addition, you may employ | adopt the connection structure which fixes mutually adjacent base material mats 10 and 10 mutually.

  Next, after the base material mat 10 is laid and fixed on the ground 12, gravel 14 is poured from above as a gravel laying step. The gravel 14 employed in the present invention may be anything that can be employed as a civil engineering material or construction material to realize a gravel laying structure found in shrines, temples, gardens, parking lots, and the like. Various types of gravel (including gravel equivalents) can be employed depending on the place where the structure is employed, the purpose, the application, and the like. Specific examples include natural gravel, artificial gravel, and gravel made from recycled aggregate, which have been used as gravel at construction sites. For example, gravel and crushed stone as well as brick scrap, resin gravel, and glass. Gravel, bark chips, and the like can be employed as gravel 14 in the present invention, thereby making it possible to respond widely to various preferences required for gravel laying structures.

  The particle size of the gravel 14 is also the size of the mesh skeleton of the three-dimensional network structure in the substrate mat 10 to be adopted and the required performance (when a wheelchair or bicycle is planned to run or only walking is scheduled. In this case, it may be set as appropriate depending on the required appearance and taste, etc.). In any case, the particle size may be a size that can enter the gap 18 in the three-dimensional network structure of the base mat 10. For example, in general precincts, gravel with a particle size of about 2 to 10 mm selected using a sieve can be suitably used, but gravel with a plurality of types of particle size selected using a sieve with a plurality of types of eye sizes. It is also possible to employ gravel or the like obtained by properly mixing and obtaining the desired particle size distribution.

  Such a gravel 14 is thrown on the laid base material mat 10, and a rolling process is performed in which rolling is performed as necessary. As a result, the gravel 14 is spread and spread so as to enter the gap 18 of the three-dimensional network structure constituting the base mat 10, in other words, the cylindrical cavity 24 of each loop-shaped monofilament 22. And the construction of the target gravel laying structure is completed by performing leveling so that the gravel 14 is uniformly filled in the gaps 18 of the base mat 10. The gravel 14 may be formed with a layer thickness of about 2 to 10 mm on the base mat 10 so as to cover the base mat 10 as a whole, but the loop monofilament forming the base mat 10 By laying the gravel 14 to such an extent that the upper end portion 22 is exposed, the gravel 14 can be held more strongly by the base mat 10 and the movement of the gravel 14 can be restricted.

  Incidentally, construction examples according to the embodiment as described above are shown in FIGS. FIG. 5 is an example of a base mat 10 having a three-dimensional network structure formed of loop-shaped monofilaments 22, and a reinforcing layer 28 having a two-dimensional network structure is welded and integrated on the bottom surface. 6 and 7 show gravel laying structures 34 and 36 constructed using the base mat 10, respectively. The gravel laying structure shown in FIG. 6 employs gravel gravel having a particle size of about 2 to 5 mm as the gravel 14, while the gravel laying structure shown in FIG. The crushed stone gravel of about 10 mm is adopted.

  In any of the gravel laying structures 34 and 36 shown in FIGS. 6 and 7, the scenery that is an advantage of the gravel laying structure is well maintained. In these construction examples, the laying thickness of the gravel 14 is adjusted to clarify the presence of the base mat 10, but even if the gravel 14 is laid so much that the monofilament 22 of the base mat 10 is hidden. good.

  Further, these gravel laying structures are not filled with a binder or the like between the gravels, so that the construction is easy and a large gap between the gravels is secured, and excellent water permeability can be expressed. Moreover, it is easy to remove the gravel laying structure, and it is easy to separate the gravel from the base mat 10 and reuse it after the removal.

  And as a result of confirming the performance by actually running or walking the car in the construction examples shown in FIGS. 6 and 7, it is possible to reliably suppress the movement of gravel while ensuring sufficient strength. I knew it was possible. As a result, running and walking of the vehicle on the surface of the gravel laying structure is easy, the movement of gravel accompanying running and walking is suppressed, and the occurrence of dents on the surface is also prevented, and good landscape and performance are stable It can be confirmed that it can be maintained. Moreover, it was found that by restricting the movement of gravel, the generation of dust can be suppressed and it can greatly contribute to the improvement of the environment.

10: Substrate mat, 12: Ground, 14: Gravel, 16: Elastic wire, 20: Surface, 22: Loop monofilament, 24: Cylindrical cavity, 26: Skeletal reinforcement, 28: Reinforcement layer, 32: Fixed Pins, 34, 36: Gravel laying structure

Claims (6)

  A base mat having a three-dimensional network structure integrated by elastically molding a synthetic resin elastic wire rod and fixing it to each other at a plurality of contact sites is laid on the ground. The gravel laying structure is characterized in that gravel is laid on the base material and the gravel enters the inside of the three-dimensional network structure of the base mat and is captured in a filled state. The base mat is provided with a plurality of loop bodies in which monofilaments are deposited in a lengthwise direction in the form of random loops, and the plurality of loop bodies are fixed to each other at mutually contact sites. By being structured,
In the base mat, a cylindrical cavity continuous in the length direction of each loop body is formed, and the cylindrical cavity is opened on the surface side of the base mat,
The gravel laying structure according to claim 1, wherein a skeletal reinforcing portion extending in a length direction of the loop body is provided by adhering the loop bodies to each other between the adjacent cylindrical cavities.   3. The reinforcing layer having a two-dimensional network structure superimposed so as to spread on the bottom surface is provided and fixed to the bottom surface of the base mat that is superimposed on the ground. Gravel laying structure.   The gravel laying according to any one of claims 1 to 3, wherein the base mat is fixed to the ground at a plurality of locations by fixing pin members that are driven into the ground. Construction. A leveling process for leveling the ground to be laid with gravel;
A mat preparation step of preparing a base mat having a three-dimensional network structure integrated by three-dimensionally bending an elastic wire of a synthetic resin and fixing them to each other at a plurality of contact sites;
A mat laying step in which the base mat prepared in the mat preparation step is placed on the ground prepared in the leveling step;
A gravel laying step of laying gravel from above the base mat installed in the mat laying step;
A gravel process comprising: rolling the gravel laid in the gravel laying process to cause the gravel to enter the three-dimensional network structure of the base mat and capture it in a filled state. Laying method.   The gravel laying method according to claim 5, further comprising a mat fixing step of fixing the base mat installed in the mat laying step to the ground with a fixing pin material prior to the gravel laying step.