JP3191114U - Grave - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a tomb having a structure having high earthquake resistance in a tomb having spaces on the left and right sides of the ossuary. SOLUTION: An outer fence and a stone monument are provided on a foundation, the outer fence includes an ossuary A2, the stone monument is installed on the upper part of the ossuary, and there are space parts A1 on the left and right sides of the ossuary, and the upper surface of the space part. Is covered and closed, and one end of the reinforcing bar 50 or the iron chain is fixed so as to be orthogonal to one surface of the left and right front and rear inner wall surfaces 31 and 33 forming a space, and the other end faces this one surface. It is fixed so as to be orthogonal to the surfaces 32 and 34. Further, even if one end of the reinforcing bar or the iron chain is fixed so as to be orthogonal to one surface of the left, right, front and rear inner wall surfaces 32 and 41 forming the ossuary, and the other end is fixed so as to be orthogonal to the surface facing the one surface. good. [Selection diagram] Fig. 5

Description

  The present invention relates to a grave having an outer fence and a stone monument, and relates to a grave having an ossuary hall below the monument and having space portions on the left and right of the ossuary hall.

  In general, the tomb is often provided with an outer fence that clarifies the boundary between the grave area and the reinforcement of the foundation. The outer fence is a stone frame that surrounds the entire tomb and consists of multiple parts, including an ossuary (osteorium) where the remains are stored. A stone monument is installed in the upper part of the ossuary, and the monument is composed of the lawn, the middle, the upper, and the meteorite (the tombstone) in order from the bottom. The turf stand blocks and protects the upper surface of the ossuary, and also serves as a stand for flower stands.

  The lawn pedestal has a certain area to support heavy tombstones, etc., but is often installed in the center away from the outer fences (hereinafter, the left and right outer fences) which are the left and right walls. This is because in addition to the stone monument, the grave also has a grave magazine and a lantern in front of the grave that engrave the name of the ritual, the date of death, and the year of happiness. Therefore, a space is formed between the left and right side walls of the ossuary under the lawn and the left and right outer fences. The left and right space portions are covered with two paving stones, the upper surface is closed, and are space portions that cannot be seen from the outside. In some cases, concrete is placed in the space, or soil or stones are laid.

  In addition to the space of the ossuary, the seismic strength of the entire tomb is reduced due to the formation of spaces on the left and right. For example, when an earthquake that sways from side to side with respect to the ossuary occurs, the stone monument with height and weight is shaken, and vibration is applied to the side wall of the ossuary that supports the turret where the monument is placed. At this time, since there are spaces on the left and right sides of the ossuary, the side walls of the ossuary are easy to collapse, and there is a risk that the entire grave collapses. Therefore, a technique for increasing the seismic strength of the grave is required.

  Patent Document 1 discloses a lower structure of a tomb in which reinforcing stones are laminated and fixed in the left and right space portions of the ossuary. As a result, the thickness of the outer fence and side walls is increased, the structural strength is strengthened, and the seismic strength of the grave can be increased.

Utility Model Registration No. 3160272

  The grave disclosed in Patent Document 1 has a seismic strength against a certain degree of earthquake because the reinforcing stones are laminated and fixed in the left and right space portions of the ossuary. However, for example, when there is a large rolling vibration with a seismic intensity of 6 or more, the force due to the weight of the reinforcing stones in the left and right spaces of the ossuary works in the lateral direction, and the force is applied to the left and right side walls of the ossuary. It is possible that the side wall of the ossuary that supports the monument will be vibrated, causing the entire tomb to collapse.

  In view of the above problems, an object of the present invention is to provide a grave having a structure with high earthquake resistance in a grave having space portions on the left and right sides of an ossuary.

1 of the present invention comprises an outer fence and a stone monument on a foundation, the outer fence includes an ossuary, the stone monument is installed on the upper part of the ossuary, and has space portions on the left and right of the ossuary, A tomb of a structure in which the upper surface of the space is covered and closed;
A tomb characterized in that one end of a reinforcing bar or iron chain is fixed so as to be orthogonal to one surface of the inner wall on the left and right and left and right sides forming the space portion, and the other end is fixed so as to be orthogonal to a surface facing the one surface. It is.

  2 of the present invention is the grave according to 1 of the present invention, wherein one end of a reinforcing bar or iron chain is fixed so as to be orthogonal to one surface of the inner wall of the left and right and front and rear sides forming the ossuary, and the other end faces the one surface. It is a tomb that is fixed so as to be orthogonal to the surface to be performed.

  According to the tomb 1 of the present invention, one end of the reinforcing bar is fixed so as to be orthogonal to one surface of the inner wall surface forming the left and right space portions of the ossuary, and the other end is orthogonal to the surface facing the one surface. Since it is fixed, although it has a space portion, the reinforcing bars connect those surfaces and firmly support them, so that the seismic strength can be increased. Moreover, when placing concrete in a space part, a reinforcing bar has an effect like an underground beam. Moreover, if an iron chain is used instead of a reinforcing bar, it is possible to easily adjust an iron chain having a length that matches the size of the left and right space portions of the ossuary. By fixing one end of the iron chain to one surface of the inner wall surface of the space and fixing the other end to the surface facing that one surface, tension acts between the opposing surfaces so that the distance between these surfaces does not widen It can be fixed and the seismic strength can be increased.

  According to the second tomb of the present invention, one end of the reinforcing bar is fixed so as to be orthogonal to one surface of the inner wall surface forming the space portion of the ossuary, and the other end is fixed so as to be orthogonal to the surface facing the one surface. Therefore, although it has a space portion, the reinforcing bars connect these surfaces and firmly support them, so that the seismic strength can be increased. Moreover, when an iron chain is used instead of a reinforcing bar, an iron chain having a length corresponding to the size of the space of the ossuary can be easily adjusted. By fixing one end of the iron chain to one surface of the inner wall surface of the space and fixing the other end to the surface facing that one surface, tension acts between each surface so that the space between these surfaces does not widen It can be fixed and the seismic strength can be increased.

1 is a perspective view of a grave according to the present invention. It is a top view of the grave shown in FIG. It is a perspective view which shows the lower structure of the conventional grave. It is a top view of the lower structure of a grave shown in FIG. It is a perspective view which shows the lower structure of the grave which is the 1st Example of this invention. It is a top view of the lower structure of the grave shown in FIG. It is explanatory drawing which shows the iron chain fixed to the inner wall surface. It is a top view which shows the lower structure of the grave which is the 2nd Example of this invention. It is a top view which shows the lower structure of the grave which is the 3rd Example of this invention.

  DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention (hereinafter referred to as examples) will be described below with reference to the drawings. In the following drawings, common parts are denoted by the same reference numerals, and duplicate descriptions for the same reference numerals are omitted.

  The structure of the tomb according to the present invention will be described with reference to FIGS. FIG. 1 is a perspective view of a grave according to the present invention provided with an outer fence, and FIG. 2 is a plan view of the grave shown in FIG. The grave 1 shown in FIG. 1 is a type of grave in which an outer fence is provided on a foundation 30 in the ground. The foundation 30 is not visible from the outside because it is constructed in the ground, but it is important for the seismic structure of the grave 1 and is built in a rectangular shape and is composed of underground beams and concrete, etc. Has been.

  The outer fence is a stone structure that surrounds the entire grave and consists of multiple parts. Specifically, it is composed of a front outer fence (floor) 22, left and right outer fences 3, and a rear outer fence 23, and a lower part is provided with an ossuary for storing remains. In addition, the main pillar 4 is disposed on the left and right front surfaces of the front outer fence 22. A worship stone 20 is arranged at the open / close part of the upper part of the ossuary and serves as a lid for the ossuary. The stone monument 10 is composed of a lawn table 14, a middle table 13, an upper table 12, and a meteorite (gravestone) 11 stacked in order from the bottom. The lawn table 14 protects the upper surface of the ossuary by closing it and also serves as a stand for the flower stand 8 and the like.

  In addition to the stone monument 10, the outer fence has a grave magazine 6, a lantern 5 on the main pillar 4, a tower lantern 9, other monuments 2, and a lawn stand 14. A paving stone 21 to be laid is arranged. The tower stand 9 can be disposed on the rear outer fence 23. The structure of the grave according to the present invention is not limited to this, and a grave such as Jizoson or a five-storied pagoda, a stone, etc. may be arranged.

  The lawn stand 14 has a certain area to support the heavy tombstone 11 and the like, but is placed apart from the left and right outer fences 3 in order to arrange the above-mentioned tombstone 6 and other stone monuments 2 in a well-balanced manner. There are many cases. Therefore, a space is formed between the left and right side walls of the ossuary below the lawn table 14 and the left and right outer fences 3. The left and right spaces are covered with two paving stones 21 and the upper surface is closed.

  Such a grave substructure will be described with reference to FIGS. 3 and 4. FIG. FIG. 3 is a perspective view showing a lower structure of a conventional grave, and FIG. 4 is a plan view showing a lower structure of the conventional grave. As shown in FIGS. 3 and 4, the ossuary A2 is a part covered with a lawn base 14 or a stone 20, and a rectangular parallelepiped space surrounded by walls 41, 32, 33, 32 on the left and right sides. It has become. In the ossuary A2, an ossuary shelf 42 in which an urn is placed is installed, and the bottom part of the ossuary A2 is often soil without being solidified with concrete.

  As described above, the space portion A1 is formed on the left and right sides of the ossuary A2. The two space portions A1 are also in the shape of a rectangular parallelepiped like the ossuary A2, and the left and right front and back are surrounded by walls 31, 32, 33, and 34. Thus, the conventional grave substructure has the space A1 formed on the left and right sides of the ossuary A2, and the seismic strength of the entire grave is reduced.

  Next, a first embodiment of the present invention will be described with reference to FIGS. FIG. 5 is a perspective view showing the lower structure of the tomb 1 according to the first embodiment of the present invention, and FIG. 6 is a plan view of the lower structure of the tomb 1 shown in FIG.

  As shown in FIGS. 5 and 6, the reinforcing bars 50 are fixed to the opposing surfaces of the left and right space portions A1 of the ossuary A2. In the present embodiment, the three reinforcing bars 50 are fixed to the inner wall surface 31 in the lateral (short) direction of each space A1 and the inner wall surface 32 facing it. The material of the reinforcing bar 50 is not limited to pure iron but may be alloy steel (for example, stainless steel). Further, the number of reinforcing bars 50 to be fixed is not limited to three, and the number is appropriately changed depending on the size of the space portion A1.

  The reinforcing bar 50 may be fixed to the inner wall surfaces 31 and 32 by using, for example, a reinforcing bar 50 subjected to taper screw processing. For this fixing, a nut-shaped fixing metal 52 is used. The nut-shaped fixing hardware 52 is fitted into holes formed in the inner wall surfaces 31 of the left and right outer fences 3 made of stone in advance and holes formed in the inner wall surfaces 32 facing each other, and is fixed with an adhesive. It can fix by screwing the reinforcing bar 50 which gave the taper screw process to the fixing metal object 52 of this. At this time, the reinforcing bar 50 is fixed so as to be orthogonal to the inner wall surfaces 31 and 32.

  Alternatively, without using the nut-shaped fixing hardware 52, one end of the reinforcing bar 50 is directly fitted into the hole drilled in the inner wall surfaces 31 and 32, and the other end of the reinforcing bar 50 is inserted into the hole drilled in the facing inner wall surface 32. It may be fitted and fixed with an adhesive. In this case, the length from the bottom of the hole drilled in the inner wall surface 31 to the bottom of the hole drilled in the inner wall surface 32 is made slightly longer than the length of the reinforcing bar 50. By doing so, both ends of the reinforcing bar 50 can be fitted into the holes of the inner wall surfaces 31 and 32. The method of fixing the reinforcing bar 50 to the inner wall surfaces 31 and 32 is not limited to the above method, and may be fixed by any method.

  Moreover, the iron chain 60 can also be used instead of the reinforcing bar 50 (not shown). FIG. 7 is an explanatory view showing an iron chain having one end fixed to the inner wall surface 31 (only the fixed portion is shown). As shown in FIG. 7, for example, an iron chain 60 with a turnbuckle 61 that can be adjusted in length and tension is used. Further, similarly to the reinforcing bar 50, the material of the iron chain 60 is not limited to pure iron, and may be alloy steel or the like. The iron chain 60 can be fixed, for example, by screwing a bolt (eye bolt) 62 having a ring-shaped head into the inner wall surface 31 and fixing it with an adhesive, and passing the iron chain 60 to the ring-shaped portion. At this time, the iron chain 60 is fixed so as to be orthogonal to the inner wall surface 31. Similarly, the other end of the iron chain 60 is fixed so as to be orthogonal to the inner wall surface 32. The fixing of the iron chain 60 to the inner wall surfaces 31 and 32 is not limited to this method, and any method may be used.

  By fixing the reinforcing bars 50 to the space A1 on the left and right sides of the ossuary in this way, the reinforcing bars 50 connect the surfaces facing the left and right of the space A1 and firmly support them, thereby increasing the seismic strength. The seismic strength can be increased especially against earthquakes that sway from side to side. Furthermore, when concrete is placed in the space A1, the reinforcing bar 50 has an effect like an underground beam. In addition, by fixing the iron chain 60 in the space A1, it is possible to fix the tension between the opposing surfaces so that the distance between the surfaces does not widen, especially against an earthquake that sways from side to side. Seismic strength can be increased. In order to further increase the seismic strength, as shown in FIGS. 5 and 6, L-shaped corner fittings 51 may be bolted and fixed to the four corners and side walls of the space A <b> 1 in combination with the reinforcing bars 50.

  Next, a second embodiment of the present invention will be described with reference to FIG. FIG. 8 is a plan view showing a lower structure of the grave 1 according to the second embodiment of the present invention.

  As shown in FIG. 8, two reinforcing bars 50 are fixed to the inner wall surface 33 in the longitudinal direction of each of the left and right space portions A <b> 1 of the ossuary A <b> 2 and the inner wall surface 34 facing it. Similar to the first embodiment, the material of the reinforcing bar 50 is not limited to pure iron, and may be alloy steel or the like. Further, the number of reinforcing bars 50 to be fixed is not limited to two and may be any number.

  Similar to the first embodiment, the reinforcing bar 50 can be fixed so as to be orthogonal to the inner wall surfaces 33 and 34 by using the reinforcing bar 50 and the nut-like fixing hardware 52 that have been subjected to the taper screw processing. The method of fixing the reinforcing bar 50 to the inner wall surfaces 33 and 34 is not limited to this method, and may be fixed by any method. Moreover, the iron chain 60 (FIG. 7) can also be used instead of the reinforcing bar 50 (not shown). Since the fixing method and the like are the same as those in the first embodiment, description thereof is omitted.

  By fixing the reinforcing bar 50 in the space part A1 in this way, the reinforcing bars 50 can connect the surfaces facing the front and rear of the space part A1 and firmly support them, thereby increasing the earthquake resistance. In particular, the seismic strength can be increased against earthquakes that swing back and forth. Furthermore, when concrete is placed in the space A1, the reinforcing bar 50 has an effect like an underground beam. In addition, by fixing the iron chain 60 in the space A1, tension can be exerted between the opposing surfaces so that the distance between the surfaces does not widen, especially for earthquakes that swing back and forth. Seismic strength can be increased. Similarly to the first embodiment, in combination with the reinforcing bar 50, the L-shaped corner fitting 51 may be bolted and fixed to the four corners or the side wall of the space A1.

  In general, earthquakes do not sway in a specific direction, but often sway in all directions, left and right, front and back, so rebar 50 is moved in both the longitudinal direction (FIG. 8) and the short direction (FIG. 6) of space A1. The seismic strength can be further increased by fixing them to the opposing surfaces.

  A third embodiment of the present invention will be described with reference to FIG. FIG. 9 is a plan view showing a lower structure of the tomb 1 according to the third embodiment of the present invention.

  As shown in FIG. 9, the two reinforcing bars 50 are fixed to the inner wall surface 32 in the short direction of the space portion of the ossuary A2 and the inner wall surface 32 facing the inner wall surface 32. In order to put an urn into the space part of the ossuary A2, the reinforcing bar 50 is fixed to a place that does not interfere with the insertion and removal of the urn. In the example shown in FIG. 9, one reinforcing bar 50 is fixed under the ossuary shelf 42 on which the urn is placed, and the other is fixed to the lower part near the front wall 41 of the ossuary A2. The number of reinforcing bars 50 to be fixed is not limited to two, and any number may be used as long as it does not hinder the insertion and removal of the urn. As in the first and second embodiments, the material of the reinforcing bar 50 is not limited to pure iron, and may be alloy steel.

  Since the method for fixing the reinforcing bar 50 and the iron chain 60 (not shown) is the same as that in the first embodiment, the description thereof is omitted. In addition to fixing the reinforcing bar 50 (or the iron chain 60) in the space A1, the seismic strength can be further increased by fixing the reinforcing bar 50 (or the iron chain 60) also in the space of the ossuary A2. Further, in the same manner as in the first and second embodiments, in combination with the reinforcing bar 50, the L-shaped corner fitting 51 is bolted and fixed to the four corners and the side wall of the space part of the ossuary A2. Can be increased.

  In FIG. 9, the reinforcing bar 50 is fixed in the short direction of the space portion of the ossuary A2. However, the reinforcing bar 50 may be fixed in the longitudinal direction, and further, the reinforcing bar 50 is provided in both the short direction and the longitudinal direction. It may be fixed. By inserting the reinforcing bars 50 in both directions of the space part of the ossuary A2 and fixing them to the opposing surfaces, it is possible to ensure earthquake resistance even against earthquakes that sway in all directions left and right.

  As described above in the first to third embodiments, the reinforcing bars 50 are fixed to the left and right space portions A1 and the space portions of the ossuary A2 so that the reinforcing bars 50 connect the facing surfaces of the space portions, Seismic strength can be increased by supporting it firmly. In addition, by fixing the iron chain 60 in the space part of the space part A1 or the ossuary A2, a tension acts between the opposing surfaces, and the space between these surfaces can be fixed so that the seismic strength is increased. Can be increased.

  In addition, the grave of the Example mentioned above is an example, The structure can be suitably changed in the range which does not deviate from the meaning of an invention. For example, it is possible to place concrete in the space A1 having the reinforcing bars 50 and the iron chains 60, or to spread soil and stones. Further, in the case of a large grave where there is a space before and after the ossuary A2, it is also possible to fix the reinforcing bars 50 and the iron chains 60 in the space.

DESCRIPTION OF SYMBOLS 1 ... Tomb, 2 ... Other stone monuments, 3 ... Left and right outer fences, 4 ... Main pillar, 5 ... Lantern, 6 ... Grave magazine, 7 ... Incense burner, 8 ... Flower stand, 9 ... Tower tower, 10 ... Stone monument, 11 ... Meteorite (gravestone), 12 ... Udaidai, 13 ... Nakadai, 14 ... Shibadai, 20 ... Shishiishi, 21 ... Paving stone, 22 ... Front outside fence, 23 ... Rear outside fence, 30 ... Foundation, 31, 32, 33 , 34, 41 ... inner wall surface, 42 ... ossuary shelf, 50 ... rebar, 51 ... L-shaped corner fitting, 52 ... fixing hardware, 60 ... iron chain, 61 ... turnbuckle, 62 ... ring-shaped bolt, A1 ... space 、 A2 ... Ossuary.

Claims (2)

An outer fence and a stone monument are provided on a foundation, the outer fence includes an ossuary, the stone monument is installed at an upper part of the ossuary, has a space part on the left and right of the ossuary, and an upper surface of the space part is A tomb of structure that is covered and blocked,
One end of a reinforcing bar or iron chain is fixed so as to be orthogonal to one surface of the left and right inner wall surfaces forming the space portion, and the other end is fixed so as to be orthogonal to a surface facing the one surface. Tomb.   In the grave according to claim 1, one end of a reinforcing bar or iron chain is fixed so as to be orthogonal to one surface of the inner wall on the left and right and front and rear sides forming the ossuary, and the other end is orthogonal to a surface facing the one surface. A tomb characterized by being fixed.