JP2005139746A - Grave - Google Patents

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JP2005139746A
JP2005139746A JP2003377707A JP2003377707A JP2005139746A JP 2005139746 A JP2005139746 A JP 2005139746A JP 2003377707 A JP2003377707 A JP 2003377707A JP 2003377707 A JP2003377707 A JP 2003377707A JP 2005139746 A JP2005139746 A JP 2005139746A
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reinforcing
grave
reinforcing bar
stone
base
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Hirokazu Kobayashi
広和 小林
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YUPENDY CO Ltd
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YUPENDY CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To enhance an added value to a grave by eliminating conventional inconvenience of easily damaging a holy grave by enabling a reinforcing bar to also serve as the function of enhancing aseismatic performance and Buddhist altar fittings. <P>SOLUTION: When constituting the grave S for storing the reinforcing bar 1 vertically penetratingly straddling the inside between a large base 6 arranged above a foundation part 4 and a gravestone part 7 placed on this large base 6, the reinforcing bar 1 is made to also serve as the Buddhist altar fittings by displaying a character W and/or a figure F of optionally attaching a meaning to the reinforcing bar 1. The character W and/or the figure F are carved in the predetermined depth on a surface of the reinforcing bar 1, and a soul related to religion is given by using the character W and/or the figure F related to the religion. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、基礎部の上方に配した大台とこの大台の上に載置した墓石部間の内部に収容する補強棒を備えた墓に関する。   The present invention relates to a grave provided with a reinforcing bar that is housed in a space between a pedestal placed above a foundation and a tombstone placed on the pedestal.

一般に、墓は複数の墓材(石材)を積上げた構造を有するため、地震等により倒壊しやすい問題がある。   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.

このため、従来より耐震構造を付加した墓も、例えば、特開平9−60347号公報,特開平9−137638号公報及び特開平11−350795号公報等で提案されている。これらの墓は、いずれも積上げた複数の石材、具体的には、下台,上台及び石碑の内部に、上下方向に沿って相互に貫通する貫通孔又は挿入孔を形成し、この貫通孔又は挿入孔に、相互の石材に跨がる棒部材を収容することにより耐震性を高めたものである。
特開平9−60347号公報 特開平9−137638号公報 特開平11−350795号公報
For this reason, graves to which an earthquake resistant structure has been added have been proposed in, for example, Japanese Patent Laid-Open Nos. 9-60347, 9-137638, and 11-350795. Each of these graves forms a through hole or insertion hole that penetrates each other along the vertical direction inside a plurality of stones that are stacked, specifically, the lower base, the upper base, and the stone monument. By accommodating the rod members straddling each other's stones in the holes, the earthquake resistance is enhanced.
Japanese Patent Laid-Open No. 9-60347 JP-A-9-137638 JP-A-11-350795

しかし、上述した従来の墓は、神聖な石碑の中心に挿入孔を形成し、この挿入孔に耐震性のみを目的とした無機的な補強部品(棒部材)を挿入して構成していたため、いわば神聖な墓を傷つけることになり、墓の構造としては好ましいものではなかった。   However, the above-mentioned conventional tomb was formed by forming an insertion hole in the center of the sacred stone monument and inserting an inorganic reinforcing component (bar member) only for earthquake resistance into this insertion hole. In other words, it would hurt the sacred tomb and was not desirable as a tomb structure.

本発明は、このような背景技術に存在する課題を解決した墓の提供を目的とするものである。   The object of the present invention is to provide a grave that solves such problems in the background art.

本発明は、上述した課題を解決するため、基礎部4の上方に配した大台6とこの大台6の上に載置した墓石部7間の内部に、上下に貫通して跨がる補強棒1を収容した墓Sを構成するに際して、補強棒1に、任意に意味付した文字W及び/又は図形Fを表示することにより、補強棒1を仏具に兼用させたことを特徴とする。   In order to solve the above-described problems, the present invention penetrates and straddles vertically between the base 6 disposed above the base part 4 and the tombstone part 7 placed on the base 6. When the grave S containing the reinforcing bar 1 is constructed, the reinforcing bar 1 is also used as a Buddhist tool by displaying arbitrarily designated letters W and / or figures F on the reinforcing bar 1. .

このような構成を有する本発明に係る墓Sによれば、補強棒1に、任意に意味付した文字W及び/又は図形Fを表示して仏具を兼用させたため、補強棒1は、耐震性を高める機能に加えて、仏具として用いることができる。したがって、神聖な墓Sを単に傷つけてしまう従来の不具合を解消できるとともに、墓Sに対する付加価値を高めることができるという顕著な効果を奏する。   According to the tomb S according to the present invention having such a configuration, the reinforcing bar 1 is displayed with an arbitrarily meaningful letter W and / or figure F and also used as a Buddhist tool. It can be used as a Buddhist tool in addition to the function of enhancing Accordingly, it is possible to solve the conventional problem of simply damaging the sacred grave S, and to increase the added value to the grave S.

ところで、墓石部7の中心に思いを込めた仏具を埋め込むことは、ある種意味のあることであり、本来、補強棒1に関連付けることなく、別途用意した仏具を埋め込むことができるが、本発明は、補強棒1に、このような仏具を兼用させたものである。   By the way, embedding a Buddhist instrument with thought in the center of the tombstone part 7 has a certain meaning. Originally, it is possible to embed a separately prepared Buddhist instrument without associating it with the reinforcing rod 1. Is a combination of such a Buddhist tool and the reinforcing rod 1.

本発明に係る墓Sによれば、最良の形態により、文字W及び/又は図形Fは、補強棒1の表面に所定の深さで彫刻する。また、宗教に係わる文字W及び/又は図形Fを使用し、宗教に係わる魂入れを行った補強棒1を用いる。これにより、補強棒1は、単なる無機的な補強部品に留まることなく、実質的な仏具となる。   According to the tomb S according to the present invention, according to the best mode, the letter W and / or the figure F are sculpted on the surface of the reinforcing bar 1 with a predetermined depth. Moreover, the reinforcement rod 1 which used the character W and / or figure F related to religion and put the soul related to religion is used. Thereby, the reinforcing rod 1 becomes a substantial Buddhist instrument without being limited to a simple inorganic reinforcing component.

一方、基礎部4とこの基礎部4に載置した柵石部5を結合する補強柱2…及び/又は基礎部4と大台6を結合する補強柱3…を備える。このような別途の補強柱2…,3…を用いることにより、上下に位置する墓材4,5,6…同士における複数の部位を結合するため、十分な強度を確保できるとともに、墓S全体の耐震性を高めることができ、特に、柵石部5の位置ズレや倒壊、或いは大台6から上に配した墓石部7の位置ズレや倒壊を有効に防止できる。また、別途の補強柱2…,3…により、墓材(石材)4,5,6…に対する大掛かりな加工作業が不要となり、施工の容易化を実現することができる。   On the other hand, the reinforcement pillar 2 ... which couple | bonds the base part 4 and the fence stone part 5 mounted in this foundation part 4, and / or the reinforcement pillar 3 ... which couple | bonds the foundation part 4 and the base 6 are provided. By using such separate reinforcing pillars 2, 3, etc., a plurality of parts in the grave materials 4, 5, 6, which are positioned above and below are combined, so that sufficient strength can be secured and the entire grave S In particular, it is possible to effectively prevent the displacement and collapse of the fence stone portion 5 or the displacement and collapse of the tombstone portion 7 arranged above the platform 6. Further, the separate reinforcing columns 2, 3,... Eliminate the need for large-scale processing operations on the grave materials (stones) 4, 5, 6, and can facilitate the construction.

次に、本発明に係る好適な実施例を挙げ、図面に基づき詳細に説明する。   Next, preferred embodiments according to the present invention will be given and described in detail with reference to the drawings.

まず、本実施例に係る墓Sに用いる補強棒1について、図1〜図3を参照して具体的に説明する。   First, the reinforcing bar 1 used for the grave S according to the present embodiment will be specifically described with reference to FIGS.

補強棒1は、図3に示すように、基礎部4の上方に配した大台6とこの大台6の上に載置した墓石部7間の内部に、上下に貫通して跨がる長さを有し、かつ断面が図2に示すように円形をなす一本の丸棒により形成する。なお、補強棒1の形成素材としては、ステンレス材が望ましい。   As shown in FIG. 3, the reinforcing rod 1 penetrates and straddles vertically between the base 6 disposed above the base portion 4 and the tombstone portion 7 placed on the base 6. As shown in FIG. 2, the cross section is formed by a single round bar having a length and a circular shape. In addition, as a forming material of the reinforcing rod 1, a stainless material is desirable.

そして、この補強棒1の周面には、図1に示すように、任意に意味付した文字W及び図形Fを表示する。実施例は、宗教に係わる文字W及び図形F、具体的には、文字Wとして「南無阿弥陀佛」を表示するとともに、図形Fとしてお寺の印を表示する。なお、図形Fの具体的な形態は図示を省略した。勿論、表示する文字W及び図形Fは、任意に意味付した文字W及び図形Fを適用することができ、例えば、所有者の好きな言葉や家紋等を表示することができる。この場合、文字W及び図形Fは、補強棒1の周面に、サンドブラストにより彫刻し、彫刻部C…を形成する。彫刻部C…の深さLは任意であるが、補強棒1の直径に対して1/4程度の深さLを選定することにより、彫刻としての意匠性を高めることができる。   And the character W and the figure F which were given meaning arbitrarily are displayed on the surrounding surface of this reinforcement stick | rod 1, as shown in FIG. In the embodiment, a letter W and a figure F related to religion are displayed. Specifically, “Namami Amida” is displayed as the letter W, and a temple mark is displayed as the figure F. The specific form of the figure F is not shown. Of course, the character W and the figure F which were given meaning arbitrarily can be applied to the character W and the figure F to be displayed. For example, a favorite word or family crest of the owner can be displayed. In this case, the letter W and the figure F are engraved on the peripheral surface of the reinforcing rod 1 by sandblasting to form engraving portions C. The depth L of the engraving portion C... Is arbitrary, but by selecting a depth L that is about 1/4 with respect to the diameter of the reinforcing rod 1, the design as engraving can be enhanced.

一方、文字W及び図形Fを表示した補強棒1に対して、お経をあげるなどにより、宗教に係わる魂入れを行う。これにより、補強棒1は、単なる無機的な補強部品に留まることなく実質的な仏具となる。したがって、補強棒1は耐震性を高める機能に加えて、仏具を兼用する。よって、神聖な墓Sを単に傷つけてしまうに留まる従来の不具合を解消できるとともに、墓Sに対する付加価値を高めることができる。   On the other hand, a soul is put into the religion by raising a sutra for the reinforcing bar 1 displaying the letter W and the figure F. Thereby, the reinforcing rod 1 becomes a substantial Buddhist instrument without being limited to a simple inorganic reinforcing component. Therefore, the reinforcing rod 1 also serves as a Buddhist tool in addition to the function of improving the earthquake resistance. Therefore, it is possible to eliminate the conventional problems that merely damage the sacred grave S, and to increase the added value to the grave S.

次に、本実施例に係る墓Sに用いる二種類の補強柱2,3について、図6を参照して説明する。   Next, two types of reinforcing pillars 2 and 3 used in the grave S according to the present embodiment will be described with reference to FIG.

補強柱2は、スチール或いはステンレス等の金属プレートPを、L形に折曲し、かつ折線方向の一端(下端)に下端面部2aを設けて構成する。これにより、補強柱2は、長方形の第一鉛直面部2p,長方形の第二鉛直面部2q及び三角形の下端面部2aを組合わせた一体の部材となる。なお、各面部2p,2q,2aの相隣る突合わせ部分は、溶接等により接合する。そして、第一鉛直面部2pには二つのボルト挿通孔21,21を設けるとともに、第二鉛直面部2qには、二つのボルト挿通孔22,22を設け、さらに、下端面部2aには、ボルト挿通孔23を設ける。   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.

また、補強柱3は、スチール或いはステンレス等の金属プレートPを、L形に折曲し、かつ折線方向の両端(上下端)に端面部3a,3bを設けて構成する。これにより、補強柱3は、長方形の第一鉛直面部3p,長方形の第二鉛直面部3q,三角形の下端面部3a及び三角形の上端面部3bを組合わせた一体の部材となる。なお、各面部3p,3q,3a,3bの相隣る突合わせ部分は、溶接等により接合する。そして、下端面部3aには、ボルト挿通孔24を設けるとともに、上端面部3bには、ボルト挿通孔25を設ける。   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.

次に、本実施例に係る墓Sの建墓方法について、図3〜図6を参照して説明する。   Next, a method for building the tomb S according to the present embodiment will be described with reference to FIGS.

まず、地面Eに、基礎部4を施行する。基礎部4は、型枠を使用し、鉄筋とモルタルにより造型する。この際、基礎部4のほぼ中央には、納骨室31を設ける。   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.

そして、基礎部(墓材)4の上面に、柵石部(墓材)5を設置するとともに、基礎部4の上方に、大台(墓材)6を配するため、柵石部5と大台6をそれぞれ基礎部4に対して固定する補強構造を付加する。この場合、前述した補強柱2と3を、それぞれ四つずつ使用し、図3及び図4に示すように、各補強柱2…は、平面視が矩形となる柵石部5の内側面における四隅にそれぞれ重なるように基礎部4の上面に起立させるとともに、各補強柱3…は、平面視が矩形となる大台6の底面における四隅付近を支持するように基礎部4の上面に起立させるため、基礎部4における各補強柱2…に対応する位置には、基礎施行時に、それぞれアンカボルト32…を埋設し、また、基礎部4における各補強柱3…に対応する位置には、基礎施行時に、それぞれアンカナット33…を埋設する。なお、アンカナット33…は、基礎部4の施行後に穴空けし、打ち込んでもよい。   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 for fixing 6 to the base portion 4 are added. In this case, four each of the reinforcing columns 2 and 3 described above are used, and as shown in FIGS. 3 and 4, each reinforcing column 2 has four corners on the inner surface of the fence stone portion 5 having a rectangular 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.

そして、基礎部4を施行し、モルタルが固化したなら、図5に示すように、各アンカボルト32…に各補強柱2…のボルト挿通孔23…をセットし、上から各アンカボルト32…にそれぞれナット34…を螺着することにより、各補強柱2…を基礎部4の上面に固定する。また、同様に、各アンカナット33…の位置に各補強柱3…のボルト挿通孔24…をセットし、上から各アンカナット33…にそれぞれボルト35…を螺着することにより、各補強柱3…を基礎部4の上面に固定する。   And if the foundation part 4 is enforced and mortar solidifies, as shown in FIG. 5, 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.

次いで、図4に示すように、柵石部5における後部の柵石5aを基礎部4の上面に設置する。柵石5aには、予め、後側に配した左右一対の各補強柱2…のボルト挿通孔22…に対応する位置に穴空けを行い、図5に示すアンカナット36…を打ち込む。そして、ボルト37…を、ボルト挿通孔22…に通した後、アンカナット36…に螺着することにより、各補強柱2…と柵石5aを固定する。   Next, as shown in FIG. 4, 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.

この後、基礎部4の上面に、納骨室31に連通する筒形の囲石38を設置し、この囲石38の上端と柵石5aの上面に、囲石38と柵石5aに跨がる大台6を載置する。なお、囲石38の上端と柵石5aの上面は、同じ高さに設定する。図4に大台6の位置を仮想線で示す。また、大台6の底面には、予め、各補強柱3…のボルト挿通孔25…に対応する位置に穴空けを行い、アンカナット40…を打ち込む。これにより、図5に示すように、ボルト41…を、ボルト挿通孔25…に通した後、アンカナット40…に螺着することにより、各補強柱3…と大台6を固定する。各補強柱3…は、このように基礎部4と大台6間に介在させるため、各補強柱3…の長さ(高さ)は、囲石38(柵石5a)と同じ高さを選定する。   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. 4 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. Thus, as shown in FIG. 5, 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.

よって、大台6は、基礎部4の上面に起立した四本の補強柱3…により支持固定される。この場合、地震等により横揺れが発生しても、大台6は、各補強柱3…自身により位置ズレや倒壊が防止されるとともに、補強柱3…により大台6と基礎部4の間隔が規制され、かつ大台6と基礎部4間に囲石38が存在するため、この囲石38と各補強柱3…によっても大台6の位置ズレや倒壊が防止される。このように、大台6は、各補強柱3…及び囲石38の双方によって横揺れに対する補強がなされる。   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.

次いで、柵石部5における左側部の柵石5bと右側部の柵石5cを、上述した後部の柵石5aと同様に、対応する各補強柱2…に固定する。この場合、各柵石5bと5cの後部は、後側に配した左右一対の各補強柱2…における他方のボルト挿通孔21,21…を用いて固定するとともに、各柵石5bと5cの前部は、前側に配した左右一対の各補強柱2…における一方のボルト挿通孔21,21…を用いて固定する。この後、柵石部5における前部の柵石5dを上述した後部の柵石5aと同様に、対応する各補強柱2…、即ち、前部に配した左右一対の各補強柱2…の他方のボルト挿通孔22,22…を用いて固定する。なお、各柵石5b,5c,5dには、各ボルト挿通孔21,22…に対応する位置に穴空けを行い、アンカナット36…を打ち込む。各補強柱2…は、このように基礎部4と柵石部5を固定するため、各補強柱2…の長さ(高さ)は、柵石部5の高さよりも短く(低く)なるように選定する。   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 part 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 reinforcement pillars 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, corresponding reinforcing 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 addition, each fence stone 5b, 5c, 5d is drilled at a position corresponding to each bolt insertion hole 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.

よって、柵石部5は、基礎部4の上面に起立した四本の補強柱2…により固定される。この場合、柵石部5の全体が補強柱2…により基礎部4の上面に固定されるとともに、四つの各柵石5a〜5dも各補強柱2…により連結され、地震等の横揺れに対する柵石部5の位置ズレや倒壊が防止される。このように、各補強柱2…は、基礎部4に対する柵石部5の固定(補強)と各柵石5a〜5d同士の連結(補強)の双方の機能を兼ねることになる。   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.

次いで、柵石部5と囲石38間の空間には、盛土を行い、この盛土の上に玉舎利を敷く。なお、玉舎利の上面は、柵石部5の上端付近に一致させる。また、囲石38の上端前部は、上方に開放されるため、蓋石42(図4参照)を載せて閉塞する。そして、大台6の上に墓石部7を載置する。実施例の墓石部7は、下から上に、下台43,上台44,石碑45を備えている。この場合、大台6の内部から石碑45の内部には、予め貫通孔46を形成しておき、この貫通孔46に、別途用意した補強棒1を収容する。これにより、図3に示す墓Sが得られる。   Next, 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, it mounts | closes with the cover stone 42 (refer FIG. 4). Then, the tombstone part 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 is formed in advance from the inside of the platform 6 to the inside of the monument 45, and the separately prepared reinforcing rod 1 is accommodated in the through hole 46. Thereby, the grave S shown in FIG. 3 is obtained.

このように、本実施例に係る墓Sによれば、補強棒1により、大台6から墓石部7まで補強でき、もって、大台6から上に配した墓石部7の倒壊を有効に防止できるとともに、これに加え、補強棒1に、任意に意味付した文字W及び/又は図形Fを表示することにより、仏具を兼用させたため、補強棒1は、耐震性を高める単なる無機的な補強部品に留まることなく、実質的な仏具として用いることができる。したがって、神聖な墓を単に傷つけてしまう従来の不具合を解消できるとともに、墓Sに対する付加価値を高めることができる。   Thus, according to the tomb S according to the present embodiment, the reinforcing rod 1 can be used to reinforce the gravestone 6 to the gravestone section 7, thereby effectively preventing the gravestone section 7 disposed above the pedestal 6 from collapsing. In addition to this, the reinforcing bar 1 can be used as a Buddhist tool by displaying an arbitrarily meaningful letter W and / or figure F on the reinforcing bar 1, so that the reinforcing bar 1 is merely an inorganic reinforcement that improves seismic resistance. It can be used as a substantial Buddhist ware without staying in the parts. Therefore, it is possible to eliminate the conventional defect that simply hurts the sacred grave and increase the added value to the grave S.

しかも、別途用意した補強柱2…,3…により、上下に位置する基礎部4と柵石部5同士、さらには基礎部4と大台6同士における複数の部位を結合したため、十分な強度を確保できるとともに、墓Sの全体の耐震性を高めることができる。また、別途用意した補強柱2…,3…を用いるため、基礎部4,柵石部5,大台6に対する大掛かりな加工作業が不要となり、施工の容易化を実現することができる。   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, and further combine a plurality of portions in the base portion 4 and the base 6 to ensure sufficient strength. In addition, the overall earthquake resistance of the tomb S can be increased. Moreover, since the separately prepared reinforcing pillars 2, 3,... Are used, a large-scale processing operation for the base portion 4, the fence stone portion 5, and the pedestal 6 becomes unnecessary, and the construction can be facilitated.

以上、実施例について詳細に説明したが、本発明は、このような実施例に限定されるものではなく、細部の構成,形状,素材,数量等において、本発明の要旨を逸脱しない範囲で、任意に変更,追加,削除することができる。   As described above, the embodiments have been described in detail. However, the present invention is not limited to such embodiments, and the detailed configuration, shape, material, quantity, and the like are within the scope not departing from the gist of the present invention. It can be changed, added, or deleted arbitrarily.

本発明の好適な実施例に係る墓に用いる補強棒の一部を示す正面図、The front view which shows a part of reinforcement rod used for the grave which concerns on the preferred Example of this invention, 図1中X−X線断面図、XX sectional view in FIG. 同墓の断面正面図、Cross-sectional front view of the grave, 同補強構造を付加した墓の断面平面図、Cross-sectional plan view of the grave with the same reinforcement structure, 同補強構造の一部を拡大して示す断面図、Sectional drawing which expands and shows a part of the reinforcing structure, 同補強構造に用いる補強柱の斜視図、A perspective view of a reinforcing column used in the reinforcing structure,

符号の説明Explanation of symbols

1 補強棒
2… 補強柱
3… 補強柱
4 基礎部
5 柵石部
6 大台
7 墓石部
S 墓
W 任意に意味付した文字
F 任意に意味付した図形
DESCRIPTION OF SYMBOLS 1 Reinforcement stick 2 ... Reinforcement pillar 3 ... Reinforcement pillar 4 Foundation part 5 Fence stone part 6 Odai 7 Tombstone part S Tomb W Arbitrarily meaning letter F

Claims (4)

基礎部の上方に配した大台とこの大台の上に載置した墓石部間の内部に、上下に貫通して跨がる補強棒を収容した墓において、前記補強棒に、任意に意味付した文字及び/又は図形を表示することにより、前記補強棒を仏具に兼用させたことを特徴とする墓。   In the tomb containing a reinforcing bar penetrating up and down between the pedestal placed above the base and the tombstone placed on this pedestal, it means arbitrarily to the reinforcing bar A grave characterized in that the reinforcing bar is also used as a Buddhist tool by displaying attached characters and / or figures. 前記文字及び/又は前記図形は、前記補強棒の表面に所定の深さで彫刻することを特徴とする請求項1記載の墓。   The grave according to claim 1, wherein the character and / or the figure is sculpted at a predetermined depth on a surface of the reinforcing bar. 宗教に係わる前記文字及び/又は前記図形を使用し、前記宗教に係わる魂入れを行った補強棒を用いることを特徴とする請求項1又は2記載の墓。   The tomb according to claim 1 or 2, wherein a reinforcing rod is used in which the character and / or figure related to religion is used and the soul is inserted related to religion. 前記基礎部とこの基礎部に載置した柵石部を結合する補強柱及び/又は前記基礎部と前記大台を結合する補強柱を備えることを特徴とする請求項1記載の墓。   The tomb according to claim 1, further comprising a reinforcing column that connects the foundation portion and the fence stone portion placed on the foundation portion and / or a reinforcing column that connects the foundation portion and the base.
JP2003377707A 2003-11-07 2003-11-07 Grave Pending JP2005139746A (en)

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JP2007003998U Continuation JP3134306U (en) 2007-05-30 2007-05-30 Grave

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031749A (en) * 2015-08-05 2017-02-09 株式会社プレジャーライフ Gravestone

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59158654U (en) * 1983-04-08 1984-10-24 田村 敬明 Connecting fittings for foundation stone masonry in graveyards
JPH068636U (en) * 1992-01-27 1994-02-04 一雄 金子 Capsule containing sutra for built-in tombstone
JPH06117144A (en) * 1992-10-05 1994-04-26 Ishinotakumi:Kk Grave equipped with outer fence
JPH1037532A (en) * 1996-07-25 1998-02-10 Iida Sekizai Kk Earthquake resisting device for grave-post
JP3088682U (en) * 2002-03-19 2002-09-20 有限会社霊園サービスセンター Seismic tomb

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59158654U (en) * 1983-04-08 1984-10-24 田村 敬明 Connecting fittings for foundation stone masonry in graveyards
JPH068636U (en) * 1992-01-27 1994-02-04 一雄 金子 Capsule containing sutra for built-in tombstone
JPH06117144A (en) * 1992-10-05 1994-04-26 Ishinotakumi:Kk Grave equipped with outer fence
JPH1037532A (en) * 1996-07-25 1998-02-10 Iida Sekizai Kk Earthquake resisting device for grave-post
JP3088682U (en) * 2002-03-19 2002-09-20 有限会社霊園サービスセンター Seismic tomb

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031749A (en) * 2015-08-05 2017-02-09 株式会社プレジャーライフ Gravestone

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