JP2005042382A - Reinforced structure of grave - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforced structure of a grave capable of the facilitating the realization of construction work and, at the same time, increasing earthquake resistance of the whole grave by ensuring sufficient strength. <P>SOLUTION: The grave is so constituted that a basic section 4 and a fence stone section 5 mounted on the basic section 4 such as a plurality of sites in grave materials 4, 5 and 6 located at least on up and down are connected with reinforced poles 2 and 3 having the end face sections 2a, 3a and 3b on one end or both ends folded in an L-shape and in the direction of folded line and, at the same time, the basic section 4 and a large pedestal 6 placed upward of the basic section 4 are connected with the reinforced pole 3 and that a reinforced bar 8 penetrated across up and down is kept inside between the large pedestal 6 and a grave stone section 7 mounted on the large pedestal 6. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a tomb reinforcing structure that improves the earthquake resistance of the entire tomb.

  In general, since the grave has a structure in which a plurality of grave materials (stone materials) are stacked, there is a problem that the grave is easily collapsed by an earthquake or the like.

For this reason, graves to which an earthquake resistant structure has been added have been proposed in, for example, Japanese Patent Application Laid-Open Nos. 9-60347, 9-137638, and 11-350795. Each of these graves forms a through-hole or insertion hole penetrating each other along the vertical direction in a plurality of stone materials stacked, specifically, the lower base, the upper base, and the stone monument. By accommodating the rod members straddling the mutual stones in the holes, the earthquake resistance is enhanced.
Japanese Patent Laid-Open No. 9-60347 JP-A-9-137638 JP-A-11-350795

  However, conventional seismic structures for graves have the following problems to be solved.

  First, since most of the earthquake-resistant structures were intended for the stacked bases, upper bases, and stone monuments, these collapses against earthquakes can be avoided, but this is insufficient from the viewpoint of ensuring the earthquake resistance of the entire tomb. .

  Secondly, it is necessary to form a through hole and an insertion hole having a predetermined depth inside the stone material.

  The present invention solves the problems that exist in such background art, and in particular, it is possible to improve the seismic resistance of the entire tomb by realizing ease of construction and ensuring sufficient strength. The purpose is to provide a tomb reinforcement structure.

  The reinforcing structure 1 of the tomb S according to the present invention is positioned at least vertically by reinforcing columns 2... 3 which are bent in an L shape and provided with end face portions 2a, 3a and 3b at one or both ends in the fold line direction. It is characterized by combining a plurality of parts in the grave materials 4, 5, 6.

  Thereby, according to the reinforcement structure 1 which concerns on this invention, there exist the following remarkable effects.

  (1) Since separate reinforcing pillars 2... 3 are used, a large-scale processing work on grave materials (stones) 4, 5, 6.

  (2) Since the separate reinforcement pillars 2 ..., 3 ... combine multiple parts in the grave materials 4, 5, 6 ... positioned above and below, sufficient strength can be secured and the earthquake resistance of the entire grave Can be increased.

  According to the reinforcing structure 1 according to the present invention, the base portion 4 and the fence stone portion 5 placed on the base portion 4 are coupled by the reinforcing pillars 2. Thereby, especially the positional shift and collapse of the fence stone part 5 can be effectively prevented. Further, the base portion 4 and the base 6 disposed above the base portion 4 are coupled by the reinforcing columns 3. Thereby, especially the position shift and collapse of the platform 6 can be effectively prevented. Further, a reinforcing bar 8 penetrating vertically and straddling is accommodated in the interior between the platform 6 and the tombstone portion 7 placed on the platform 6. Thereby, especially the positional shift and collapse of the tombstone portion 7 arranged above the platform 6 can be effectively prevented.

  Next, preferred embodiments according to the present invention will be given and described in detail with reference to the drawings.

  First, the reinforcing columns 2 and 3 used in the reinforcing structure 1 according to the present embodiment will be described with reference to FIG.

  In the reinforcing structure 1 according to the present embodiment, two types of reinforcing columns 2 and 3 are used. The reinforcing column 2 is formed by bending a metal plate P such as steel or stainless steel into an L shape and providing a lower end surface portion 2a at one end (lower end) in the fold line direction. Thereby, the reinforcement pillar 2 becomes an integral member which combined the rectangular 1st vertical surface part 2p, the rectangular 2nd vertical surface part 2q, and the triangular lower end surface part 2a. The adjacent butted portions of the surface portions 2p, 2q, 2a are joined by welding or the like. The first vertical surface portion 2p is provided with two bolt insertion holes 21 and 21, the second vertical surface portion 2q is provided with two bolt insertion holes 22 and 22, and the lower end surface portion 2a is inserted with a bolt. Holes 23 are provided.

  The reinforcing column 3 is formed by bending a metal plate P such as steel or stainless steel into an L shape and providing end face portions 3a and 3b at both ends (upper and lower ends) in the fold line direction. Thereby, the reinforcement pillar 3 becomes an integral member combining the rectangular first vertical surface portion 3p, the rectangular second vertical surface portion 3q, the triangular lower end surface portion 3a, and the triangular upper end surface portion 3b. The adjacent butted portions of the surface portions 3p, 3q, 3a, 3b are joined by welding or the like. The lower end surface portion 3a is provided with a bolt insertion hole 24, and the upper end surface portion 3b is provided with a bolt insertion hole 25.

  Next, a method for building a tomb S including the reinforcing structure 1 according to the present embodiment will be described with reference to FIGS.

  First, the base part 4 is enforced on the ground E. The base part 4 uses a formwork and is formed by reinforcing bars and mortar. At this time, the ossuary chamber 31 is provided substantially at the center of the base portion 4.

  And while installing the fence stone part (grave material) 5 on the upper surface of the foundation part (grave material) 4, and arranging the table (grave material) 6 above the foundation part 4, the fence stone part 5 and the table Reinforcing structures 1 for fixing 6 to the base part 4 are added.

  In this case, four each of the reinforcing columns 2 and 3 described above are used, and as shown in FIGS. 1 and 2, each reinforcing column 2 has four corners on the inner surface of the fence stone portion 5 that is rectangular in plan view. So that each of the reinforcing pillars 3 stands on the upper surface of the base portion 4 so as to support the vicinity of the four corners of the bottom surface of the base 6 that is rectangular in plan view. The anchor bolts 32 are embedded in the positions corresponding to the reinforcing pillars 2 in the base portion 4 at the time of the foundation operation, and the foundations are applied in positions corresponding to the reinforcing pillars 3 in the base portion 4. Sometimes, the anchor nuts 33 are buried. The anchor nuts 33 may be pierced and driven in after the foundation portion 4 is executed.

  And if the foundation part 4 is enforced and mortar solidifies, as shown in FIG. 3, the bolt insertion hole 23 ... of each reinforcement pillar 2 ... is set to each anchor bolt 32 ..., and each anchor bolt 32 ... from the top. Each of the reinforcing columns 2 is fixed to the upper surface of the base portion 4 by screwing the nuts 34. Similarly, the bolt insertion holes 24 of the reinforcing pillars 3 are set at the positions of the anchor nuts 33, and the bolts 35 are screwed into the anchor nuts 33 from above, whereby the reinforcing pillars 3 are ... Is fixed to the upper surface of the base portion 4.

  Next, as shown in FIG. 2, the rear fence stone 5 a in the fence stone section 5 is installed on the upper surface of the foundation section 4. In the fence stone 5a, holes are made in advance at positions corresponding to the bolt insertion holes 22 of the pair of left and right reinforcing columns 2 arranged on the rear side, and anchor nuts 36 shown in FIG. The bolts 37 are passed through the bolt insertion holes 22 and then screwed into the anchor nuts 36 to fix the reinforcing columns 2 and the fence stone 5a.

  Thereafter, a cylindrical wall stone 38 communicating with the ossuary chamber 31 is installed on the upper surface of the foundation portion 4, and the upper edge of the stone wall 38 and the upper surface of the fence stone 5 a are straddled between the stone stone 38 and the fence stone 5 a. The platform 6 is placed. In addition, the upper end of the stone 38 and the upper surface of the fence stone 5a are set to the same height. FIG. 2 shows the position of the platform 6 with phantom lines. Further, in the bottom surface of the base 6, holes are made in advance at positions corresponding to the bolt insertion holes 25 of the reinforcing columns 3, and anchor nuts 40 are driven. 3, the bolts 41 are passed through the bolt insertion holes 25 and then screwed into the anchor nuts 40 to fix the reinforcing columns 3 and the base 6. Since each reinforcing column 3 is interposed between the base portion 4 and the base 6 in this way, the length (height) of each reinforcing column 3 has the same height as the stone 38 (the fence stone 5a). Select.

  Therefore, the platform 6 is supported and fixed by the four reinforcing pillars 3 erected on the upper surface of the base portion 4. In this case, even if rolling occurs due to an earthquake or the like, the gantry 6 is prevented from being displaced or collapsed by each reinforcing column 3 itself, and the spacing between the gantry 6 and the base portion 4 by the reinforcing column 3. In addition, since a go stone 38 exists between the pedestal 6 and the base 4, displacement of the pedestal 6 and collapse of the pedestal 6 can be prevented by the go stone 38 and the reinforcing columns 3. In this way, the platform 6 is reinforced against rolling by both the reinforcing columns 3.

  Next, the left side fence stone 5b and the right side fence stone 5c in the fence stone portion 5 are fixed to the corresponding reinforcing pillars 2... In the same manner as the rear fence stone 5a described above. In this case, the rear portion of each of the fence stones 5b and 5c is fixed by using the other bolt insertion holes 21, 21... In the pair of left and right reinforcing columns 2. The front part is fixed by using one bolt insertion hole 21, 21... In each of the pair of left and right reinforcing columns 2. Thereafter, the front fence stone 5d in the fence stone section 5 is the same as the rear fence stone 5a described above, the corresponding reinforcement pillars 2 ..., that is, the other of the pair of left and right reinforcement pillars 2 ... arranged in the front part. Are fixed using the bolt insertion holes 22, 22. In each of the fence stones 5b, 5c, 5d, holes are drilled at positions corresponding to the bolt insertion holes 21, 22,. Since each reinforcement pillar 2 ... fixes the base part 4 and the fence stone part 5 in this way, the length (height) of each reinforcement pillar 2 ... is shorter (lower) than the height of the fence stone part 5. Select.

  Therefore, the fence stone part 5 is fixed by the four reinforcing pillars 2 erected on the upper surface of the foundation part 4. In this case, the entire fence stone part 5 is fixed to the upper surface of the base part 4 by the reinforcing pillars 2... And the four fence stones 5 a to 5 d are also connected by the reinforcement pillars 2. Misalignment and collapse of the stone part 5 are prevented. Thus, each reinforcement pillar 2 ... serves as both functions of fixation (reinforcement) of the fence stone part 5 with respect to the base part 4, and connection (reinforcement) of each fence stone 5a-5d.

  The main part of the reinforcement structure 1 which concerns on a present Example is comprised by the above. After this, construction will be performed according to the usual grave method.

  First, embankment is performed in the space between the fence stone portion 5 and the go stone 38, and a tamari is laid on the embankment. In addition, the upper surface of Tamari is matched with the vicinity of the upper end of the fence stone portion 5. Moreover, since the upper end front part of the go stone 38 is open | released upwards, the cover stone 42 (refer FIG. 2) is mounted and obstruct | occluded. On the other hand, a tombstone portion 7 is placed on the table 6. The tombstone portion 7 of the embodiment includes a lower base 43, an upper base 44, and a monument 45 from the bottom to the top. In this case, a through hole 46 extending from the inside of the base 6 to the inside of the monument 45 is formed. To the tombstone part 7. Therefore, it is possible to effectively prevent the tombstone portion 7 disposed above the platform 6 from collapsing. A known conventional method can be used for reinforcement by the reinforcing rod 8.

  Thereby, the grave S shown in FIG. 1 is obtained. According to the reinforcing structure 1 of the tomb S according to the present invention, since the separately prepared reinforcing pillars 2, 3, etc. are used, a large-scale processing operation for the base portion 4, the fence stone portion 5, and the pedestal 6 becomes unnecessary. The construction can be facilitated. In addition, the reinforcement pillars 2, 3, etc. prepared separately combine the base portion 4 and the fence stone portion 5 positioned above and below, as well as a plurality of portions in the base portion 4 and the base 6, thereby ensuring sufficient strength. In addition, the overall earthquake resistance of the grave S can be increased.

  Although the embodiments have been described in detail above, the present invention is not limited to such embodiments, and the details, configurations, shapes, materials, quantities, numerical values and the like do not depart from the spirit of the present invention. It can be changed, added, or deleted arbitrarily.

  For example, the base part 4 and the fence stone part 5 placed on the base part 4 are connected by the reinforcing pillars 2..., And the base part 4 and the base 6 disposed above the base part 4 are connected by the reinforcing pillars 3. Although it was possible to effectively prevent the collapse of the fence stone portion 5 and the platform 6 by combining, it does not exclude the case where other arbitrary grave materials are combined in the same manner.

A cross-sectional front view of a grave with a reinforcement structure according to a preferred embodiment of the present invention, Cross-sectional plan view of the grave with the same reinforcement structure, Sectional drawing which expands and shows a part of the reinforcing structure, A perspective view of a reinforcing column used in the reinforcing structure,

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Reinforcement structure 2 ... Reinforcement pillar 2a End surface part 3 ... Reinforcement pillar 3a End surface part 3b End surface part 4 Grave material (base part)
5 Grave material (fence stone part)
6 Grave material (Odai)
7 Tombstone 8 Reinforcing Bar S Tomb

Claims (4)

A reinforced structure for a grave characterized by being joined to at least a plurality of parts in the grave materials positioned at the top and bottom by a reinforcing column which is bent in an L shape and provided with end face portions at one or both ends in the fold line direction. . The reinforced structure for a grave according to claim 1, wherein a base portion and a fence stone portion placed on the base portion are joined by the reinforcing pillar. The reinforced structure for a grave according to claim 1, wherein a base portion and a pedestal disposed above the base portion are joined by the reinforcing pillar. The reinforced structure for a grave according to claim 3, wherein a reinforcing bar penetrating vertically and straddling is accommodated in the interior between said platform and the tombstone portion placed on the platform.

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