JP2009299345A - Gravestone - Google Patents

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JP2009299345A
JP2009299345A JP2008154800A JP2008154800A JP2009299345A JP 2009299345 A JP2009299345 A JP 2009299345A JP 2008154800 A JP2008154800 A JP 2008154800A JP 2008154800 A JP2008154800 A JP 2008154800A JP 2009299345 A JP2009299345 A JP 2009299345A
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stone
stainless steel
hole
turf
steel rod
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JP4558817B2 (en
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Iwao Kameishi
巌 亀石
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IWAO SEKIZAI KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a gravestone which can bring about vibration control, without incurring damage to the gravestone even by major earthquakes, by virtue of a combination of a fixing means and an elastic restraining means, and which can avoid high costs by enabling the adoption of a single stainless steel rod and a single drilled structure. <P>SOLUTION: The stainless steel rod is fixed to a supporting plate, and linearly passed through a drilled hole. In addition, the stainless steel rod as a single rod with at least two-thirds the height of a burial mark stone is linearly arranged in a burial mark stone hole. A screwing portion is formed around the stainless steel rod; and a nut is screwed to the screwing portion, and tightened from the upper side of a top surface of a foundation stone, so that the stainless steel rod can be fixedly fastened between the top surface of the foundation stone and the supporting plate so as to constitute a means for fixedly fastening a lower section between the foundation stone and the supporting plate. A resin vibration absorbing means for an upper section between the burial mark stone and an intermediate stone, which is not fixedly fastened, is constituted by infilling a resin material into the respective drilled holes of an upper stone and the intermediate stone, and a gap between the burial mark stone hole and the stainless steel rod. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、墓石に関する。   The present invention relates to a tombstone.

墓石は通常角石を積層して、すなわち積み重ねられて構成される。墓石は通常下から芝台石(土台石、要台石)、中台石(箱石)、上台石(角石)およびはつ台石(サオ台石、仏石、棹石という場合もある。)を積み重ね構造であり、上台石とはつ台石との間にスリン石、蓮花台あるいは銅張りを入れる場合もある。
角石を積み上げる構造では、ずれたりして地震等の振動に弱く、雨水が浸入したり、破損したりするおそれがあるためにモルタルを塗って積むかあるいは接着剤で強固に接着することが行われる。しかしこのような構造では積層された墓石の安定が確保されない、あるいは補修や彫り作業に不便であるために支持棒を積み重ねた角石の中央部に設けた穿孔に設置することが行われている。
Tombstones are usually composed of stacked stones, that is, stacked. Gravestones are usually called Shiba Taishi (base stone, main stone), Naka Taishi (box stone), Upper Taishi (Kakuishi) and Hatsu Taishi (Sao Taishi, Buddhist stone, meteorite) from the bottom. ), And there is a case where a surine stone, a lotus flower stand, or a copper clad is placed between the upper and the stone.
In the structure where heaps of stone are piled up, they are vulnerable to vibrations such as earthquakes, and rainwater may enter or break down, so mortar is applied or bonded firmly with an adhesive. . However, in such a structure, the stability of the laminated tombstones is not ensured, or because it is inconvenient for repairing and carving work, the support bars are installed in the perforations provided in the central part of the square stone.

特許文献1には、竿石は底面中央にアンカーナットを有する孔を形成し、角石、箱石に設けた貫通孔を貫通してアンカーナットに螺合され、かつ下端が箱石の天井に締結されている通しボルトを備えた墓が記載されている。   According to Patent Document 1, a meteorite forms a hole having an anchor nut in the center of the bottom surface, passes through a through hole provided in a square stone and a box stone, is screwed to the anchor nut, and a lower end is fastened to a ceiling of the box stone. A tomb with a through bolt is listed.

特許文献2には、要台石と、それを受けるベースコンクリートとをアンカーを介して結合し、ベースコンクリートの上に打設される床コンクリートによって、そのアンカーを埋設し、要台石の上面中央に支軸を突設し、支軸に上台石を貫通し、棹石を中途まで刺し付けて積み上げた石積み墓標が記載されている。   In Patent Document 2, a keystone and a base concrete that receives the keystone are coupled via an anchor, and the anchor is buried by floor concrete placed on the base concrete. There is a stone grave marker that is built up by projecting a support shaft, penetrating an upper stone into the support shaft, and stabbing the meteorite halfway.

特許文献3には、何段かに積み上げられた石材と、最上段のものを除く石材を上下に貫く支持ボルトと、該支持ボルトの上端に螺合する、最上段の石材の下面に穿った穴の中に収められる埋め込みナットと、該穴の内面と該埋め込みナットの間に充填硬化させた固着剤からなる石材構造物が記載されている。   In Patent Document 3, stones stacked in several steps, a support bolt that penetrates the stones except for the topmost one, and a lower surface of the topmost stone that is screwed to the upper end of the support bolt are drilled. There is described a stone structure comprising an embedded nut that is housed in a hole, and an adhesive that is filled and cured between the inner surface of the hole and the embedded nut.

特開平9−60348号公報Japanese Patent Laid-Open No. 9-60348 特開2002−38769号公報JP 2002-38769 A 特開2006−22487号公報JP 2006-22487 A

はつ台石、上台石、中台石および芝台石の各石に貫通孔を設けて、この貫通孔に支持ボルトを貫通させたものは、強度は増すがはつ台石の天端にボルト孔が現われるもので、墓石として見栄えが良くない。   A through hole is provided in each of the stones of Hatsutaishi, Upper Taishi, Naka Taishi, and Shiba Taishi, and support bolts are passed through these through holes. Bolt holes appear and it does not look good as a tombstone.

はつ台石の中央部に天端に達しない穿孔を設け、各石の貫通孔を貫通した支持棒を穿孔まで貫通させ、該支持棒を穿孔部に設けた固定手段と芝石の下端に設けた固定手段とによって上下固定する構造にあってははつ台石、芝台石という上下両側の石を固定手段によって固定することになって剛構造になって石に損傷を与え易く、大きな地震に対する備えとして充分に強固な支持棒とその支持構造を設けなければならず、費用を要することになる。支持棒によってはつ台、上台、中台および芝台をそれぞれ固定し、全体として剛構造とした場合にあっても同じ問題が派生することになる。   A perforation that does not reach the top end is provided in the central part of the sootstone, a support bar that penetrates the through hole of each stone is penetrated to the perforation, and the support bar is provided at the lower end of the turf stone and the fixing means provided in the perforated part. In the structure that is fixed up and down by the fixing means provided, the stones on both the upper and lower sides, such as Hatsutaishi and Shiba Taishi, are fixed by the fixing means, so that the structure becomes rigid and is easy to damage the stone. To prepare for an earthquake, a sufficiently strong support rod and its support structure must be provided, which is expensive. The same problem arises even when the base, upper base, middle base, and lawn base are each fixed by the support rods to make the structure rigid as a whole.

本発明は、かかる点に鑑みて支持材としてステンレス棒ははつ台の天端に現われないようにして見栄えをよくしながら、固定拘束手段および弾性拘束手段の組合わせによって大きな地震があっても石に損傷を与えることなく、防震することができ、しかも単一なステンレス棒および単一な穿孔構造の採用によって高費用となることが回避される墓石を提供することを目的とする。   In view of this point, the present invention improves the appearance of the stainless steel bar as a support material so that it does not appear at the top end of the platform, and even if there is a large earthquake due to the combination of the fixed restraint means and the elastic restraint means. The object is to provide a tombstone that can be quake-proof without damaging the stone and avoids high costs due to the adoption of a single stainless bar and a single perforated structure.

本発明は、下方から上方に向けて芝台石、中台石、上台石およびはつ台石が積層された墓石において、
上台石、中台石および芝台石に上下垂直方向に貫通する穿孔が設けられ、はつ台には底面から上方に向けてはつ台石の高さの2/3以上で貫通しない単一孔としてのはつ台孔が設けられて各穿孔およびはつ台孔は垂直に一直線状に連通され、
芝台石の下端面にステンレス材からなる支持板が設けられ、
該支持板に固定され、各穿孔を一直線状に貫通し、更に一直線状にはつ台孔内に、はつ台石の高さの2/3以上で単一棒としてのステンレス棒が配設され、該ステンレス棒には螺合部が形成されてナットが螺合され、該芝台石の上面上側からナット締めされることによって前記ステンレス棒が芝台石の上面および支持板間で固定的に締結されて、芝台石間下部固定締結手段が構成され、
上台石および中台石の各穿孔およびはつ台孔とステンレス棒との間の間隙に樹脂材が充填され、固定締結されない、はつ台石および中台石間上部樹脂振動吸収手段が構成され、
以ってステンレス棒が前記芝台石間下部固定締結手段とはつ台石および中台石間上部樹脂振動吸収手段とによって拘束されてはつ台がステンレス棒によって転倒防止されるようにされたこと
を特徴とする墓石を提供する。
The present invention relates to a gravestone in which turfstone, middle and upper talus stones, and upper and lower stones are stacked from below to above,
Perforations penetrating vertically and vertically in upper, middle and turf talus stones are provided, and the gantry is not single pierced at 2/3 or more of the height of the talus from the bottom to the top. A hole is provided as a hole, and each hole and the hole are communicated in a straight line,
A support plate made of stainless steel is provided on the lower end surface of the lawn stone,
Fixed to the support plate, penetrates each perforation in a straight line, and further, in a straight line, a stainless steel rod as a single rod is disposed in the stand hole at 2/3 or more of the height of the hailstone. The stainless steel bar is formed with a threaded portion, and a nut is screwed in, and the stainless steel bar is fixed between the upper surface of the turf stone and the support plate by tightening the nut from above the upper surface of the turf stone. The lower fixing fastening means between the turf stones is configured,
Each upper perforation and middle perforation and the gap between the splint hole and the stainless steel rod are filled with a resin material and are not fastened. ,
Therefore, the stainless steel bar is restrained by the lower fixing fastening means between the turf and stones and the upper resin vibration absorbing means between the middle and middle stones, so that the steel pole is prevented from falling by the stainless steel bar. Provide a tombstone characterized by

また、本発明は、各穿孔の内壁とステンレス棒の外面との間隙が、5〜15mm/2とされたことを特徴とする墓石を提供する。   The present invention also provides a tombstone characterized in that the gap between the inner wall of each perforation and the outer surface of the stainless steel bar is 5 to 15 mm / 2.

また、本発明は、はつ台孔の内壁とステンレス棒の外面との間隙には、はつ台孔の下端から1/3の範囲において樹脂材が充填され、1/3の上方部は空隙とされたことを特徴とする墓石を提供する。   Further, according to the present invention, the gap between the inner wall of the rack hole and the outer surface of the stainless steel rod is filled with a resin material in the range of 1/3 from the lower end of the rack hole, and the upper part of 1/3 is a gap. Provide a tombstone characterized by that.

本発明は、上述のように、ステンレス棒が芝台間下部固定締結手段とはつ台石および中台石間上部樹脂中間振動吸収手段によって固定および弾性組み合わせになる拘束がなされて、はつ台石がステンレス棒によって転倒防止されるようにしたので、ステンレス棒ははつ台石の天端に現われないようにして見栄えをよくすることができるばかりでなく、大きな地震があっても石に損傷を与えることがなく、防震することができ、単一なステンレス棒および単一な穿孔構造が採用可能にされることによって高費用となることが回避される墓石が提供される。   In the present invention, as described above, the stainless steel rod is constrained to be fixed and elastically combined by the upper and lower resin intermediate vibration absorbing means between the turf base lower fixing fastening means and the intermediate talus stone, Since the stone is prevented from falling by the stainless steel rod, the stainless steel rod not only appears on the top of the stone, but also looks good and damages the stone even in the event of a big earthquake. Tombstones can be provided that can be seismic-proof and can be seismic-proof and avoid being costly by allowing a single stainless steel rod and a single perforated structure to be employed.

以下、本発明の実施例を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1は本発明の実施例である墓石の構成を示す。図1において、墓石100は上方から下方に向けてはつ台石1、上台石2、中台石3および芝台石4によって構成される。すなわち墓石100は下方から上方に向けて芝台石4、中台石3、上台石2およびはつ台石1が積層されて構成される。各石角状石から構成され、通常横断は正方断面形状とされる。芝台石4は土台石あるいは要台石と、中台石は箱石と、上台石は角石と、はつ台は、竿台、仏台、棹台と呼ばれることがあり、他の名称によって呼ばれる場合がある。そして上台石2とはつ台石1との間にスリン石5蓮花台あるいは銅張りと呼ばれる場合もあるが入れられた構造とされる場合がある。芝台石4、中台石3、上台石2、スリン石5から更にはつ台石1に上方に積層されるにつれて各石の横断面積は小さくされ、はつ台石1は最小横断面積とされ、その高さ方向の長さは最長の縦長形状として構成される。従ってはつ台石1は支持手段がないと地震の振動によって転倒し易い。   FIG. 1 shows the structure of a tombstone which is an embodiment of the present invention. In FIG. 1, a tombstone 100 is composed of a headstone 1, an upper headstone 2, a middle headstone 3 and a lawn headstone 4 from the upper side to the lower side. That is, the tombstone 100 is constructed by stacking the turf stone 4, the middle talc 3, the upper talc 2 and the hatsushi slate 1 from below to above. Each stone is composed of square stones, and the normal crossing has a square cross-sectional shape. Shiba Taishi 4 is called foundation stone or keystone, Naka Taishi is box stone, Upper Taishi is Kakuishi, and Hatsudai is called Yantai, Buddha Tai or Yantai. Sometimes called. And there are cases where it is called a sulinite 5 lotus flower stand or copper-plated between the upper and lower stones 1 and 1, but there are cases where it is made a structure. The cross-sectional area of each stone is reduced as it is layered upward from the turf stone 4, the middle stone 3, the upper stone 2 and the silli stone 5, and then the stone 1 has a minimum cross-sectional area. The length in the height direction is configured as the longest vertically long shape. Accordingly, if the support stone 1 does not have a supporting means, it will easily fall over due to earthquake vibration.

上台石2、スリン石5、中台石3および芝台石4に上下垂直方向に貫通する穿孔12、15、13,14が設けられる。   Perforations 12, 15, 13, 14 penetrating the upper and lower stones 2, 5, 3, and 4 are provided in the vertical direction.

はつ台石1には底面から上方に向けてはつ台石の高さの2/3以上で天端まで貫通しない単一孔としてのはつ台孔11が設けられる。   The Hatsutaishi 1 is provided with a hole 11 as a single hole that is not less than 2/3 of the height of the headstone and does not penetrate to the top from the bottom.

各穿孔15、12、13、14およびはつ台孔11は垂直に一直線状に連通される。
芝台石4の下端面に座金より充分に大きな座金より充分に大きなステンレス材からなる支持板(ステンレス板)6が設けられる。この支持板6には単一棒としてのステンレス棒7に固定される。
The perforations 15, 12, 13, 14 and the rack hole 11 are vertically communicated in a straight line.
A support plate (stainless steel plate) 6 made of a stainless steel material that is sufficiently larger than a washer is provided on the lower end surface of the lawn stone 4. The support plate 6 is fixed to a stainless rod 7 as a single rod.

ステンレス棒7は支持板6に固定され、各穿孔を一直線状に貫通し、更に一直線状にしてはつ台孔11内に、はつ台石1の高さの2/3以上で、前述した単一棒としてのステンレス棒7が配設される。従って、ステンレス棒7は形状が簡単な単一棒として形成されている。   The stainless steel rod 7 is fixed to the support plate 6, penetrates each perforation in a straight line, and further in a straight line, in a splint hole 11, which is 2/3 or more of the height of the sputter stone 1, as described above. A stainless rod 7 as a single rod is provided. Therefore, the stainless steel bar 7 is formed as a single bar having a simple shape.

ステンレス棒7の下端部には螺合部が形成されてナット8,9が螺合される。
芝台石4はGL上の基礎となるカロード16上に配設される。
A screwing portion is formed at the lower end of the stainless bar 7 and the nuts 8 and 9 are screwed together.
The lawn stone 4 is disposed on the calod 16 as the foundation on the GL.

支持板6に固定されたステンレス棒7は芝台石4の穿孔14を貫通して配設され、ナット9が螺合され、ナット9をスパナで回動させることによってステンレス棒7を芝台石4にしっかりと固定締結する。このように芝台石4の上面上側からナット締めされることによってステンレス棒7が芝台石4の上面および支持板6間で固定的に締結される。従って、ステンレス棒7の変形は芝台石の上面から許容されることになる。   The stainless steel bar 7 fixed to the support plate 6 is disposed through the perforation 14 of the turf stone 4, the nut 9 is screwed together, and the nut 9 is rotated by a spanner to thereby remove the stainless steel bar 7 from the turf stone. Securely fasten to 4 In this way, the stainless steel bar 7 is fixedly fastened between the upper surface of the turf stone 4 and the support plate 6 by being nut-tightened from the upper surface upper side of the turf stone 4. Therefore, the deformation of the stainless bar 7 is allowed from the upper surface of the turf stone.

この場合に、ステンレス棒7を支持板6に固定していること及び一定の板幅を備えた芝台間の上下間で締結していることが重要である。従って、単に座金配置によって締結する構成でないことに注目されるべきである。このようにして、芝台石4とステンレス棒7とは支持板6を配置してのナット締めによって芝台石間下部固定締結手段21が形成される。ここで下部とはステンレス棒7の下端部においてという意味であり、後述の上部と対比される。   In this case, it is important that the stainless steel bar 7 is fixed to the support plate 6 and fastened between the upper and lower sides of the lawn table having a certain plate width. Therefore, it should be noted that the structure is not simply fastened by a washer arrangement. In this way, the lawn stone stone 4 and the stainless steel bar 7 form the lawn stone stone lower fixing fastening means 21 by tightening the nut with the support plate 6 disposed thereon. Here, the lower portion means at the lower end portion of the stainless rod 7 and is compared with the upper portion described later.

上台石2および中台石3の各穿孔12、13、図1に示す例ではスリン石5の穿孔15を貫通してステンレス棒7が配設される。各穿孔15とステンレス棒7との外面との間の間隙30には樹脂材が充填される。この樹脂材は上台石2、中台石3、スリン石5とステンレス棒7とを連結し、あるいは連接し、地震による振動が発生した場合に振動吸収する緩衝部材として作用する。振動が発生すると各石はゆれ、ステンレス棒7は樹脂材の柔らかさによって穿孔間を振れることになるが樹脂材による緩衝作用による力が働くことになって、各石には元の中央の位置に戻される力が働くことになる。従って、各石とステンレス棒7とのずれはまったくないかあっても極めて少ないものとなる。   In the example shown in FIG. 1, each of the perforations 12 and 13 of the upper head stone 2 and the middle head stone 3 and the perforation 15 of the sill stone 5 are penetrated, and the stainless steel rod 7 is disposed. A gap 30 between each perforation 15 and the outer surface of the stainless bar 7 is filled with a resin material. This resin material connects or connects the upper headstone 2, the middle headstone 3, the silli stone 5 and the stainless steel rod 7, and acts as a buffer member that absorbs vibration when vibration due to an earthquake occurs. When vibration occurs, the stones will sway, and the stainless steel bar 7 will swing between the perforations due to the softness of the resin material, but the force of the buffering action by the resin material will work, and each stone will have its original center position The force that is returned to will work. Therefore, even if there is no deviation between each stone and the stainless steel bar 7, it is extremely small.

このように、ステンレス棒7はいかなる固定手段によって固定されておらず、樹脂材によって固めの弾性を持って拘束される。樹脂材は各穿孔の内面に連結するのもであってもよいし、あるいは接着状態が形成されるものであってもよい。熱可塑性樹脂を充填してもよいし、あらかじめ間隙内に樹脂材を埋め込んでおいてもよい。   In this way, the stainless steel rod 7 is not fixed by any fixing means, and is restrained with a firm elasticity by the resin material. The resin material may be connected to the inner surface of each perforation, or may be one in which an adhesive state is formed. A thermoplastic resin may be filled, or a resin material may be buried in the gap in advance.

このようにして、上台石2および中台石3、場合によってはスリン石5を加えて、これに形成した各穿孔とステンレス棒7との間の間隙30に樹脂材が充填されて固めの弾性で締結され、止め具などによって固定締結されない、上台石2および中台石3間、あるいはスリン石5および中台石3間の中間樹脂振動吸収手段22が形成される。ここで中間とは芝台石4とはつ台石1との間に形成されるという意味である。   In this way, the upper headstone 2 and the middle headstone 3 and, in some cases, the sillinite 5 are added, and the resin material is filled in the gaps 30 between the respective perforations formed therein and the stainless steel rod 7 so as to have a firm elasticity. The intermediate resin vibration absorbing means 22 between the upper head stone 2 and the middle head stone 3 or between the sill stone 5 and the middle head stone 3 is formed. Here, the intermediate means that it is formed between the turf stone 4 and the stone 1.

芝台石4、中台石3および上台石2(場合によってはスリン石5を加えて)とステンレス棒7とは、芝台石間下部固定締結手段21と上台石および中台石間中間樹脂振動吸収手段22を形成し、この拘束状態ではつ台石1がスリン石5上に載置される。この時に、ステンレス棒7ははつ台石1のはつ台孔11内に挿入される。そして、この挿入の時に、はつ台孔11内には下端部に前述と同様の樹脂が装着してあり、ステンレス棒7が挿入完了した時点で、樹脂層ははつ台孔11の1/3程度とされる。   Shiba Taishi 4, Naka Taishi 3 and Upper Taishi 2 (in addition to Surin stone 5 in some cases) and stainless steel bar 7 are the lower fixing fastening means 21 between Shiba Taishi and intermediate resin between upper Taishi and Naka Taishi. The vibration absorbing means 22 is formed, and the talc stone 1 is placed on the sill stone 5 in this restrained state. At this time, the stainless steel rod 7 is inserted into the hook hole 11 of the hook stone 1. At the time of this insertion, the resin similar to that described above is attached to the bottom hole 11 in the rack hole 11, and when the stainless steel rod 7 is completely inserted, the resin layer is 1 / of the rack hole 11. About 3 is assumed.

このように、はつ台孔11の内壁とステンレス棒7の外面との間隙31には、はつ台孔11の下端から1/3の範囲において樹脂材が充填され、1/3の上方部は空隙とされる。全域において樹脂材を充填してもよいが、その必要はない。これによって、はつ台石樹脂振動吸収手段23が形成される。そして、上台石および中台石間中間樹脂振動吸収手段22とはつ台石樹脂振動吸収手段23によってはつ台石および中台石間上部樹脂振動吸収手段24が構成される。   As described above, the gap 31 between the inner wall of the rack hole 11 and the outer surface of the stainless steel rod 7 is filled with the resin material in the range of 1/3 from the lower end of the rack hole 11, and the upper part of 1/3 Is a void. The resin material may be filled in the entire area, but it is not necessary. As a result, the sootstone resin vibration absorbing means 23 is formed. Further, the upper resin stone absorbing means 22 between the upper and middle stones constitutes the upper resin vibration absorbing means 24 between the iron stone and the middle stone.

図2は、上台石2と中台石3との間に接着剤33が設けられている状態を示す。カロード16と芝台石4との間、芝台席4と中台石3との間、上台石2とスリン石5との間、スリン石5とはつ台石1との間にも同様に接着剤30が設けられる。   FIG. 2 shows a state in which the adhesive 33 is provided between the upper and middle talons 2 and 3. The same applies between the calodo 16 and the turf stone 4, between the turf pedestal seat 4 and the middle talc stone 3, between the upper talc stone 2 and the silli stone 5, and between the sulin stone 5 and the sword stone 1. Is provided with an adhesive 30.

図3はステンレス棒7の形状、および支持板6にステンレス棒7を取り付けて固着した状態を示す。ステンレス棒7は全長Hの高さを有し、全長に亘って同一の太さの丸棒からなり、下端部に螺合部32が形成された単一状とされる。ここで単一状とは複雑形状しない、単純形状であることをいう。ステンレス棒7は丸棒が望ましいが角棒であってもよい。   FIG. 3 shows the shape of the stainless steel bar 7 and a state in which the stainless steel bar 7 is attached and fixed to the support plate 6. The stainless steel bar 7 has a height of a total length H, is formed of a round bar having the same thickness over the entire length, and is formed into a single shape in which a screwing portion 32 is formed at the lower end. Here, the single shape means a simple shape without a complicated shape. The stainless bar 7 is preferably a round bar but may be a square bar.

螺合部32には上下に2個のナット9、8が螺合され、各ナットはステンレスのダブルナットで構成される。中台石3の下端面にはナット9を配置するくぼみが形成される。この例では支持板6に穿孔16を形成し、この穿孔16にステンレス棒7を貫通させて下部側においてナット8を螺合しているが、このナット8を廃してステンレス棒7を支持板6に直接溶接によって固定してもよい。しかし、図に示すようにナット8を設けたほうが作業性がよい。ステンレス棒7は、例えば径が25mm、高さH=1590mmが採用され、支持板6は縦横共300mmで厚さ5mmのステンレス板で構成される。このように幅広の支持板6は芝台石間下部固定締結手段21を形成した時に、ステンレス棒7をしっかりと芝台石間に固定する作用をなす。座金の大きさではこの固定作用を期待することは出来ない。   Two nuts 9 and 8 are screwed up and down on the screwing portion 32, and each nut is formed of a stainless steel double nut. A recess in which the nut 9 is disposed is formed on the lower end surface of the intermediate headstone 3. In this example, a perforation 16 is formed in the support plate 6, and a stainless steel rod 7 is passed through the perforation 16 and a nut 8 is screwed on the lower side. However, the nut 8 is discarded and the stainless steel rod 7 is attached to the support plate 6. It may be fixed by direct welding. However, workability is better when the nut 8 is provided as shown in the figure. The stainless rod 7 has a diameter of 25 mm and a height H = 1590 mm, for example, and the support plate 6 is made of a stainless plate having a thickness of 300 mm in both length and width and a thickness of 5 mm. Thus, the wide support plate 6 functions to firmly fix the stainless steel rod 7 between the turf stones when the lower fixing means 21 between the turf stones is formed. This fixing action cannot be expected with the size of the washer.

このようにして形成したステンレス棒7を図1に示すように、間隙30、31に挿入する場合、各穿孔、はつ台孔11は内径30〜40mmに形成するものとし、従って片側の間隙は5〜15mm/2となる。両側間隙で5〜15mmとなる。このようにして形成された間隙30に樹脂材が圧入充填される。樹脂材32を圧入して接着剤としても機能させた場合を図4に示す。   As shown in FIG. 1, when the stainless rod 7 formed in this way is inserted into the gaps 30 and 31, the perforations and the support hole 11 are formed to have an inner diameter of 30 to 40 mm. 5 to 15 mm / 2. The gap between both sides is 5 to 15 mm. A resin material is press-fitted into the gap 30 formed in this way. FIG. 4 shows a case where the resin material 32 is press-fitted to function as an adhesive.

図4において、ステンレス棒7は、はつ台石1の高さHの2/3以上の長さ(2/3H)がはつ台孔11に挿入されるようにして安定性を確保する。 In FIG. 4, the stainless steel bar 7 ensures stability by inserting a length (2 / 3H 1 ) of 2/3 or more of the height H 1 of the sandstone 1 into the steel hole 11. To do.

図5(a)は、上述したように芝台石間下部固定締結手段21および上台石および中台石間中間樹脂振動吸収手段22を形成した状態を示し、図5(b)は支持板6の平面を示す。本実施例は最下部に、芝台間下部固定締結手段21を形成し、中間部に上台石および中台石間中間振動吸収手段を形成し、最上部のはつ台石1に上部振動吸収手段を形成し、このようにして下部固定、上部弾性拘束したステンレス棒7を利用して上部に設けたはつ台石11を拘束し、はつ台石にステンレス棒7を直接接触させることなく、転倒防止している。   FIG. 5A shows a state in which the lower fixing fastening means 21 between the turf and stones and the intermediate resin vibration absorbing means 22 between the upper and middle stones are formed as described above, and FIG. 5B shows the support plate 6. The plane is shown. In the present embodiment, the lower fixing fastening means 21 between the turrets is formed in the lowermost part, the intermediate vibration absorbing means between the upper and middle pebbles is formed in the intermediate part, and the upper vibrational absorption is made in the uppermost basin stone 1. The means is formed, and the stainless steel bar 7 provided at the upper part is restrained by using the stainless steel bar 7 fixed to the lower part and restrained to the upper part in this way, and the stainless steel bar 7 is not brought into direct contact with the steel board. , To prevent falling.

図6は本実施例の作用を比較例1−4と比較して説明する図である。図6において、比較例1はステンレス棒7が下端部をナットおよび座金で、各石間を接着剤によって拘束された例であり、比較例2は比較例1のものに更に下端部を本実施例間隙の支持板で拘束された例であり、比較例3は比較例2のものに更に芝台石4の上面に設けたナットによって締付を行なって芝台石間下端部締結手段が構成された例であり、比較例4は比較例3のものに更に各石間をナット締めによって固定した例である。本実施例は、前述のように芝台石間下部固定締結手段が構成され、更に上台石2および中台石3の各穿孔およびはつ台孔とステンレス棒7、との間の間隙に樹脂材が充填され、止め具による固定締結されない、はつ台石および中台石間上部樹脂振動吸収手段が構成された例である。図6(a)は各例のステンレス棒7の拘束手段を示し、図6(b)は図(a)の拘束手段が採用された時の各石の振動に影響されたステンレス棒7の地震が続いた状態での挙動を模式的に、すなわち誇張して示す図である。   FIG. 6 is a diagram for explaining the operation of this embodiment in comparison with Comparative Example 1-4. In FIG. 6, Comparative Example 1 is an example in which the stainless steel bar 7 is constrained by a nut and a washer at the lower end and the stones are constrained by an adhesive, and Comparative Example 2 further implements the lower end in addition to that of Comparative Example 1. Example This is an example in which the gap is supported by a support plate in the gap, and in Comparative Example 3, the lower end fastening means between the turf stones is configured by further tightening with the nuts provided on the upper surface of the turf stones 4 of Comparative Example 2. Comparative Example 4 is an example in which each stone is further fixed by nut tightening to that of Comparative Example 3. In the present embodiment, the lower fixing fastening means between the turf and stones is configured as described above, and the resin is placed in the gaps between the perforations of the upper stone 2 and the middle stone 3 and the steel hole 7 and the stainless steel bar 7. This is an example in which the upper resin vibration absorbing means between the headstone and the middle headstone, which is filled with a material and is not fixedly fastened by a stopper, is configured. FIG. 6A shows the restraining means of the stainless bar 7 in each example, and FIG. 6B shows the earthquake of the stainless stick 7 affected by the vibration of each stone when the restraining means of FIG. It is a figure which shows typically the behavior in the state which continued, ie, exaggerating.

比較例1にあっては、芝台石下端からステンレス棒7は大きく揺れる。このために、ステンレス棒7はは各石の穿孔、はつ台孔に亀裂を生ぜしめることになる。ゆれが続くと、座金が外れ、ステンレス棒7は落下するに至り、墓石は容易に倒壊する。   In Comparative Example 1, the stainless steel bar 7 shakes greatly from the lower end of the lawn stone. For this reason, the stainless steel rod 7 causes a perforation of each stone and a crack in the stand hole. If the shaking continues, the washer will come off, the stainless bar 7 will fall, and the tombstone will easily collapse.

比較例2にあっては、芝台石下端からステンレス棒7は大きく揺れるが揺れは比較例1に比べて小さい。しかし、大きな揺れのために、ステンレス棒7は各石の穿孔に亀裂を生ぜしめることになる。ゆれが続くと支持板は外れ、ステンレス棒7は落下するに至り、墓石は容易に倒壊する。各穿孔に樹脂材のみを設けた拘束例にあっては比較例と同様となる。   In Comparative Example 2, the stainless steel bar 7 sways greatly from the lower end of the turf stone, but the sway is smaller than that of Comparative Example 1. However, due to the large shaking, the stainless steel rod 7 will cause cracks in the drilling of each stone. When the shaking continues, the support plate comes off, the stainless steel bar 7 falls, and the tombstone easily collapses. The restraint example in which only the resin material is provided in each perforation is the same as the comparative example.

比較例3にあっては、芝台石上端からステンレス棒7は大きく揺れるが揺れは比較例2に比べて小さい。しかし、大きな揺れのためにステンレス棒7は中台、上台の穿孔、はつ台孔に亀裂を生ぜめることになる。ゆれが続いても止め具(ナット)によってステンレス棒7は落下するには至らないが、墓石は傾き、ついには倒壊する。   In Comparative Example 3, the stainless steel bar 7 shakes greatly from the upper end of the turret stone, but the shaking is smaller than that of Comparative Example 2. However, due to the large shaking, the stainless steel rod 7 will cause cracks in the middle and upper perforations, and the base hole. Even if the shaking continues, the stainless steel rod 7 does not fall due to the stopper (nut), but the tombstone tilts and eventually collapses.

比較例4にあっては、各石間に止め具が設けられて固定され、剛性体構造とされているためにステンレス棒7の振れは各石と共振して揺れは小さい。各石に働く力が隣接する右にそのまま伝達して、ステンレス棒と各穿孔あるいははつ台石間には大きな力が働いてステンレス棒7は各穿孔あるいははつ台孔に亀裂を生ぜしめる。ゆれが続いても、止め具によってステンレス棒7が落下することがないが、ステンレス棒7との間の大きな力の相互作用によって墓石は傾き倒壊し易い。はつ台石のはつ台孔に止め手段を設けた場合にもこの例と同様になる。   In Comparative Example 4, since a stopper is provided and fixed between the stones, and the structure is a rigid body, the swing of the stainless bar 7 resonates with each stone and the shaking is small. The force acting on each stone is transmitted to the adjacent right as it is, and a large force is exerted between the stainless steel bar and each drilling or gantry stone, and the stainless steel bar 7 causes a crack in each drilling or stool hole. Even if the shaking continues, the stainless steel bar 7 does not fall by the stopper, but the tombstone is easily tilted and collapsed due to the interaction of a large force with the stainless steel bar 7. The same applies to the case where the stopper means is provided in the hole of the sootstone.

本実施例にあっては、下部を芝台間下部固定締結手段で固定拘束し、中間部および上部が、すなわちはつ台石および中台石間上部樹脂振動吸収手段による弾性拘束によって竹材あるいはつり竿の如くのしなり機能によってステンレス棒の下部は芝台石の振動に対して相対的にほとんど揺動せず、上部はしなり機能による緩衝機能によって各穿孔およびはつ台孔とステンレス棒との間に働く力が吸収されて元に復帰し、各石も先に復帰するように作用する。従って、墓石が倒壊することがない。特にはつ台石が転倒することが防止され、はつ台孔に亀裂が入ることが防止される。   In this embodiment, the lower part is fixed and restrained by the lower fixed fastening means between the turrets, and the middle part and the upper part, that is, the bamboo material or the suspension by elastic restraint by the upper resin vibration absorbing means between the headstone and the middle talcite. The lower part of the stainless steel bar does not swing relatively with respect to the vibration of the turf stone due to the bending function like a spear. The force that acts between them is absorbed and restored to its original state, and each stone also acts to return first. Therefore, the tombstone will not collapse. In particular, it is possible to prevent the sootstone from falling, and to prevent cracking of the soot hole.

本発明の実施例の構成を示す一部断面を含む図。The figure containing the partial cross section which shows the structure of the Example of this invention. 中台石と上台石との間接着剤で接着した状態を示す図。The figure which shows the state adhere | attached with the adhesive agent between the middle and upper base stones. ステンレス棒および支持板の詳細を示す図。The figure which shows the detail of a stainless steel bar and a support plate. 本実施例の上部構成を示す図。The figure which shows the upper part structure of a present Example. 本実施例の下部構成を示す図。The figure which shows the lower part structure of a present Example.

符号の説明Explanation of symbols

1…はつ台石、2…上台石、3…中台石、4…芝台石、5…スリン石、6…支持板(ステンレス板)、7…ステンレス棒(支持棒)、8,9…ナット、11…はつ台孔、12,13,14,15,16…穿孔、21…芝台間下部固定締結手段、22…上台石および中台石間中間樹脂振動吸収手段、23…はつ台石上部樹脂振動吸収手段、24…はつ台石および中台石間上部樹脂振動吸収手段、100…墓石。   DESCRIPTION OF SYMBOLS 1 ... Hatsune stone, 2 ... Upper stone, 3 ... Middle stone, 4 ... Shiba stone, 5 ... Surin stone, 6 ... Support plate (stainless steel plate), 7 ... Stainless steel rod (support rod), 8, 9 ... Nut, 11 ... Hatsuba hole, 12,13,14,15,16 ... Perforation, 21 ... Lower fixing fastening means between turrets, 22 ... Intermediate resin vibration absorbing means between upper and middle stones, 23 ... Upper pedestal upper resin vibration absorbing means, 24...

Claims (3)

下方から上方に向けて芝台石、中台石、上台石およびはつ台石が積層された墓石において、
上台石、中台石および芝台石に上下垂直方向に貫通する穿孔が設けられ、はつ台には底面から上方に向けてはつ台石の高さの2/3以上で貫通しない単一孔としてのはつ台孔が設けられて各穿孔およびはつ台孔は垂直に一直線状に連通され、
芝台石の下端面にステンレス材からなる支持板が設けられ、
該支持板に固定され、各穿孔を一直線状に貫通し、更に一直線状にはつ台孔内に、はつ台石の高さの2/3以上で単一棒としてのステンレス棒が配設され、該ステンレス棒には螺合部が形成されてナットが螺合され、該芝台石の上面上側からナット締めされることによって前記ステンレス棒が芝台石の上面および支持板間で固定的に締結されて、芝台石間下部固定締結手段が構成され、
上台石および中台石の各穿孔およびはつ台孔とステンレス棒との間の間隙に樹脂材が充填され、固定締結されない、はつ台石および中台石間上部樹脂振動吸収手段が構成され、
以ってステンレス棒が前記芝台石間下部固定締結手段とはつ台石および中台石間上部樹脂振動吸収手段とによって拘束されてはつ台がステンレス棒によって転倒防止されるようにされたこと
を特徴とする墓石。
In the tombstone where Shiba Taishi, Naka Taishi, Upper Taishi and Hatsu Taishi are stacked from below to above,
Perforations penetrating vertically and vertically in upper, middle and turf talus stones are provided, and the gantry is not single pierced at 2/3 or more of the height of the talus from the bottom to the top. A hole is provided as a hole, and each hole and the hole are communicated in a straight line,
A support plate made of stainless steel is provided on the lower end surface of the lawn stone,
Fixed to the support plate, penetrates each perforation in a straight line, and further, in a straight line, a stainless steel rod as a single rod is disposed in the stand hole at 2/3 or more of the height of the hailstone. The stainless steel bar is formed with a threaded portion, and a nut is screwed in, and the stainless steel bar is fixed between the upper surface of the turf stone and the support plate by tightening the nut from above the upper surface of the turf stone. The lower fixing fastening means between the turf stones is configured,
Each upper perforation and middle perforation and the gap between the splint hole and the stainless steel rod are filled with resin material. ,
Accordingly, the stainless steel bar is restrained by the lower fixing fastening means between the turf and stones and the upper resin vibration absorbing means between the middle and middle stones, so that the steel pole is prevented from falling by the stainless steel bar. Tombstone characterized by that.
請求項1において、各穿孔の内壁とステンレス棒の外面との間隙が、5〜15mm/2とされたことを特徴とする墓石。   The tombstone according to claim 1, wherein a gap between an inner wall of each perforation and an outer surface of the stainless steel bar is 5 to 15 mm / 2. 請求項1または2において、はつ台孔の内壁とステンレス棒の外面との間隙には、はつ台孔の下端から1/3の範囲において樹脂材が充填され、1/3の上方部は空隙とされたことを特徴とする墓石。   In claim 1 or 2, the gap between the inner wall of the rack hole and the outer surface of the stainless rod is filled with a resin material in a range of 1/3 from the lower end of the rack hole, A tombstone characterized by a void.
JP2008154800A 2008-06-13 2008-06-13 Headstone Expired - Fee Related JP4558817B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978888A (en) * 1995-09-08 1997-03-25 Kimio Takano Gravestone type bone container tower
JP2005180130A (en) * 2003-12-24 2005-07-07 Tohoku Dairiseki:Kk Gravestone

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978888A (en) * 1995-09-08 1997-03-25 Kimio Takano Gravestone type bone container tower
JP2005180130A (en) * 2003-12-24 2005-07-07 Tohoku Dairiseki:Kk Gravestone

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