JP5379277B2 - Seismic structure of tombstone - Google Patents

Seismic structure of tombstone Download PDF

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JP5379277B2
JP5379277B2 JP2012167278A JP2012167278A JP5379277B2 JP 5379277 B2 JP5379277 B2 JP 5379277B2 JP 2012167278 A JP2012167278 A JP 2012167278A JP 2012167278 A JP2012167278 A JP 2012167278A JP 5379277 B2 JP5379277 B2 JP 5379277B2
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家康 人見
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本発明は、地震の大きな揺れを受けても倒壊しない強い耐震性を備えた墓石の耐震構造に関する。   The present invention relates to an earthquake-resistant structure of a tombstone having strong earthquake resistance that does not collapse even when subjected to a large earthquake shake.

日本各地で地震が多発し、地震の大きな縦揺れと横揺れによって墓石の倒壊が多数発生している。このため例えば下記特許文献1及び特許文献2の如き耐震強度を高めた墓石構造が提案されている。
特許文献1に提案の「墓標の耐震装置」においては、積み上げた下部の芝台から上部の竿石の中央に連結孔を貫通させ、該連結孔に連結棒を挿通させて該連結棒の上端部と下端部を固定した構造が開示されている。
又、前記特許文献2に提案の「石積構造物の耐震装置及び石積構造物における石材連結工法」においては、上記特許文献1に記載の如き連結棒を貫挿させる孔を竿石の天頂まで貫通させることはせず、下から石材内部の途中まで穿鑿して止めた穴と、その下側の墓石の中央部に設けた連結孔とを連通させ、該連結孔に連結棒を貫装して該連結棒の上部を前記竿石の穴に固定した構造が開示されている。
Many earthquakes have occurred in various parts of Japan, and many tombstones have collapsed due to the great pitching and rolling of the earthquake. For this reason, for example, a tombstone structure with improved seismic strength has been proposed as in Patent Document 1 and Patent Document 2 below.
In the “gravel seismic device” proposed in Patent Document 1, a connecting hole is passed from the stacked lower turret to the center of the upper meteorite, and a connecting rod is inserted into the connecting hole, and the upper end of the connecting rod is inserted. The structure which fixed the part and the lower end part is disclosed.
Moreover, in the “earthquake-proof device for stone masonry structure and the stone connection method in the masonry structure” proposed in Patent Document 2, the hole for penetrating the connecting rod as described in Patent Document 1 is penetrated to the zenith of the meteorite. The hole that was drilled and stopped halfway from the bottom to the inside of the stone was connected to the connecting hole provided in the center of the lower tombstone, and the connecting rod was inserted through the connecting hole. A structure is disclosed in which the upper portion of the connecting rod is fixed to the hole of the meteorite.

特開平10−37532号公報JP 10-37532 A 特開2005−76191号公報JP 2005-76191 A

前記特許文献1の墓石の構造では、積んだ墓石が連結棒で一体化されるので各墓石が分離して崩壊してしまうのが防止できるが、竿石の天頂部から上に押さえ部材の一部が突出するため美観が大きく損なわれ、更に、長い年月を経ると風雨に曝される押さえ部材及び棒部の腐食や劣化によって、将来天頂の開口部から石材内へ雨水が侵入することが懸念される。
又、前記特許文献2の墓石の構造では、竿石の天頂には突き抜ける部分がないので、墓石全体の見映えが損なわれず、又、将来の竿石の石材内への雨水の侵食のおそれも解消される利点がある。しかしながら、連結棒を差し込んだ竿石の孔自体には連結棒を引抜き方向に強く保持させる機能がなく、地震の大きな上下方向の揺れによって、上方へ加速度をもった高重量の竿石を下へ引き戻すことができず連結棒が引き抜け、竿石が脱落してしまう虞がある。
本発明は、上記実情に鑑みてなされたもので、竿石を含めて全ての墓石の表面から内部構造の材料が露出しないようにして墓石の全体の見映えを良好に保ち、且つ地震の大きな縦揺れ及び横揺れがあっても台石及びその上の荷重の大きい竿石が相互にズレたり外れたりすることのない優れた耐震性を有する墓石の構造を提供することを目的とするものである。
In the tombstone structure of Patent Document 1, since the piled tombstones are integrated with a connecting rod, it is possible to prevent the tombstones from separating and collapsing. The aesthetic appearance is greatly impaired due to the protruding part, and rainwater may enter the stone from the opening of the zenith in the future due to corrosion and deterioration of the pressing member and the rod part that are exposed to wind and rain over many years. Concerned.
Further, in the structure of the tombstone of Patent Document 2, since there is no portion that penetrates the zenith of the meteorite, the appearance of the entire tombstone is not impaired, and there is a risk of rainwater erosion into the stone material of the future meteorite. There are advantages to be eliminated. However, the hole in the meteorite itself into which the connecting rod is inserted does not have a function to hold the connecting rod strongly in the pulling direction, and the heavy meteorite with acceleration upward is lowered by the large vertical shaking of the earthquake. There is a possibility that the connecting rod cannot be pulled back and the connecting rod is pulled out and the meteorite falls off.
The present invention has been made in view of the above-mentioned circumstances, and keeps the overall appearance of the tombstone so that the internal structure material is not exposed from the surface of all tombstones including the meteorite, and the earthquake is large. The purpose is to provide a tombstone structure with excellent seismic resistance that prevents the stone and the heavy loaded meteorite on it from shifting or disengaging from each other even if there is pitch and roll. is there.

本発明の墓石の耐震構造は、上記課題を解決するため以下の構成とした。
即ち、請求項1の発明は、芝台、台石及び竿石から成り、該竿石には係止穴を設け、芝台及び台石には貫通孔を設け、該係止穴及び貫通孔に連結体を装着した墓石の耐震構造において、a)前記係止穴は、前記竿石底面の中央部から垂直に中央穴を穿設し、該中央穴の上部の空間を側方へ拡張して内部拡張空間を設け、該中央穴の側壁に前記竿石の開口部から前記内部拡張空間まで略同じ深さで繋がる側部連通溝を形成して成り、b)前記連結体は、下端部にボルト部を備えた棒部と、該棒部の上部に形成された回動アンカー部とから成り、該回動アンカー部は、前記棒部上に繋がる中芯体が前記竿石の中央穴内に納まり、前記竿石の側部連通溝を上下に通過可能とし且つ内部拡張空間内を回動可能とした係止片を前記中芯体の外周に突設して成る。
そして、前記竿石の係止穴に前記連結体の係止片を回転させて係止し、前記芝台底部に突出した棒部のボルト部にナットを締め付けて芝台、台石及び竿石を一体的に固定したこと特徴とする。
The earthquake resistant structure of the tombstone of the present invention has the following configuration in order to solve the above problems.
That is, the invention of claim 1 comprises a lawn base, a talus stone, and a meteorite, the meteorite is provided with a locking hole, the lawn base and the stone are provided with a through hole, and the locking hole and the through hole are provided. In the earthquake-resistant structure of a tombstone with a connecting body attached to a, the aforesaid locking hole has a central hole formed perpendicularly from the central part of the bottom surface of the meteorite, and the space above the central hole is expanded laterally. And a side communication groove is formed on the side wall of the central hole from the opening of the meteorite to the internal expansion space at substantially the same depth. B) And a pivot anchor portion formed on the upper portion of the rod portion, and the pivot anchor portion has a center body connected to the rod portion in the central hole of the meteorite. A locking piece that protrudes vertically on the side communication groove of the meteorite and that can rotate in the internal expansion space is provided on the outer periphery of the core body. Made.
Then, the locking piece of the coupling body is rotated and locked in the locking hole of the meteorite, and the nut is fastened to the bolt portion of the rod portion protruding from the bottom of the turf stand. Are fixed integrally.

請求項2の発明は、上記発明において、前記連結体の棒部と中芯体との間に、前記棒部と前記中芯体とを着脱可能とする着脱部を設けたことを特徴とする。   The invention of claim 2 is characterized in that, in the above invention, an attachment / detachment portion is provided between the rod portion and the core member of the coupling body so that the rod portion and the core member can be attached / detached. .

請求項3の発明は、上記発明において、前記連結体の中芯体の下部に、水平なフランジを固設し、前記竿石底面に該フランジが前記竿石底面から突出しない深さのフランジ受け穴を形成し、該フランジ受け穴内に打ち込みアンカーを設け、前記フランジに前記打ち込みアンカーの設置位置に対向したボルト孔を設け、該ボルト孔から前記打ち込みアンカーへアンカーボルトを打ち込み、前記竿石底面に前記フランジを固定したことを特徴とする。   According to a third aspect of the present invention, in the above invention, a horizontal flange is fixed to the lower part of the core body of the connecting body, and the flange receiver has a depth such that the flange does not protrude from the bottom surface of the meteorite on the bottom surface of the meteorite. A hole is formed, a driving anchor is provided in the flange receiving hole, a bolt hole facing the installation position of the driving anchor is provided in the flange, an anchor bolt is driven from the bolt hole to the driving anchor, and the bottom of the meteorite is formed. The flange is fixed.

請求項4の発明は、上記発明において、前記竿石の係止穴の内部拡張空間を、中央穴の上端部位及び/又は中間高さ部位に形成すると共に連結体の係止片を中芯部の前記内部拡張空間との対応部位に設けたことを特徴とする。   According to a fourth aspect of the present invention, in the above invention, the internal expansion space of the locking hole of the meteorite is formed in the upper end portion and / or the intermediate height portion of the central hole, and the locking piece of the coupling body is the center portion. Is provided at a portion corresponding to the internal expansion space.

請求項5の発明は、上記発明において、前記芝台、台石及び竿石の各石間の上下に対向した水平面に夫々対向する上穴及び下穴を穿ち、該上穴と下穴とで形成された空間内に上下の両穴に係る止め部材を嵌合して成る横ズレ防止部を設けたことを特徴とする。   According to a fifth aspect of the present invention, in the above invention, an upper hole and a lower hole facing the horizontal surfaces facing each other in the vertical direction between the lawn pedestal, the talus stone, and the meteorite are respectively formed. In the formed space, a lateral misalignment prevention portion is provided which is formed by fitting stop members relating to upper and lower holes.

本発明は、前記連結体の回動アンカー部の係止片を前記係止穴へ係止させる際には、前記回動アンカー部の係止片を前記係止穴の側部連通溝内に通過させつつ、前記棒部の回動アンカー部を前記竿石の係止穴上部に挿し込み、前記回動アンカー部の中芯体を回動させることによって前記内部拡張空間の側部連通溝部分から前記係止片が離れて、該係止片の下側が前記内部拡張空間の下側の載って引抜き不能に係止される。
更に、前記連結体の下端部は芝台の底面にナットで強く締め付け固定されることで、墓の芝台と台石と竿石とが強固に固定されて一体化され、地震の上下の強い振動を受けても外れることがなくなり、この結果、地震による墓石の倒壊が防止される。
地震では、最上部に載置され質量の大きい竿石が、上下の揺れで加速度が発生すると、極めて大きな引抜き荷重が前記係止片に加わることとなるが、その力を受ける内部拡張空間は石材の内部中央付近にあるので石材の硬い材質で水平方向及び垂直方向などの全周囲から強力に支持され、石材の破損や損傷が起こり難く、長期間係止穴周囲を良好状態に保持でき、何度地震に襲われても竿石から連結体が引抜き不能となった状態を極めて長期間に渡って保持させることが可能となる。
更に、竿石の上部には棒部やボルト、ナット等が全く突出しない構造なので全ての墓石全体の外観が損なわれず、外観の良好な見映を維持可能となる。
In the present invention, when the locking piece of the rotating anchor portion of the coupling body is locked to the locking hole, the locking piece of the rotating anchor portion is placed in the side communication groove of the locking hole. Inserting the rotation anchor part of the rod part into the upper part of the locking hole of the meteorite while allowing it to pass through, and rotating the core body of the rotation anchor part, the side communication groove part of the internal expansion space The locking pieces are separated from each other, and the lower side of the locking pieces rests on the lower side of the internal expansion space and is locked so that it cannot be pulled out.
Furthermore, the lower end portion of the connecting body is firmly fixed with a nut to the bottom of the turret, so that the grave turret, the talus and the meteorite are firmly fixed and integrated, and strong against the earthquake. Even if it receives vibration, it will not come off, and as a result, the fall of the tombstone due to the earthquake is prevented.
In an earthquake, if a meteorite with a large mass placed on the top is accelerated due to ups and downs, an extremely large pulling load is applied to the locking piece, but the internal expansion space that receives the force is a stone material Because it is near the center of the interior of the stone, it is a hard stone material that is strongly supported from all sides in the horizontal and vertical directions, and is unlikely to be damaged or damaged. It is possible to maintain a state in which the connected body cannot be pulled out from the meteorite for a very long time even if it is attacked by an earthquake.
Furthermore, since the bar, bolts, nuts, and the like are not projected at all at the top of the meteorite, the appearance of all the tombstones is not impaired, and a good appearance can be maintained.

請求項2に記載の発明では、連結体の棒部と中芯体とが分離可能となるので、竿石に対して棒部と分離させた回動アンカー部を先に係止し固定しておけば、前記芝台及び台石に貫装させた棒部の上部を突出させ、後で、台石上から竿石の下部に固定した中芯体を該棒部の上部に被せるように合わせて挿し込み固定することで、竿石を台石の上に積み上げることが容易となる。   In the invention according to claim 2, since the rod portion and the core member of the connecting body can be separated, the rotating anchor portion separated from the rod portion with respect to the meteorite is first locked and fixed. If so, project the upper part of the bar part penetrating the lawn stand and the base stone, and then put the core body fixed on the lower part of the meteorite from the top of the base stone so that it covers the upper part of the bar part. By inserting and fixing, the meteorite can be easily stacked on the stone.

請求項3の発明では、前記連結体の回動アンカー部の中芯体の下部に固定された水平なフランジが、前記竿石底面のフランジ受け穴に安定的に嵌合して、アンカーボルトで強く竿石の底部へ固定されるが、その際に、前記フランジは竿石底面から突出しないので、台石の水平な上面に水平に底面を摺り合わせて位置決めし、安定的に載置することが可能となる。
そして、竿石の係止穴に係止された係止片の係止位置の僅かな移動も防止して連結体を竿石に確実に固定可能となる。
According to a third aspect of the present invention, a horizontal flange fixed to the lower part of the core body of the rotating anchor portion of the coupling body is stably fitted into a flange receiving hole on the bottom surface of the meteorite, and an anchor bolt is used. Strongly fixed to the bottom of the meteorite, but at that time, the flange does not protrude from the bottom of the meteorite. Is possible.
And the slight movement of the locking position of the locking piece locked in the locking hole of the meteorite is prevented, and the coupling body can be securely fixed to the meteorite.

請求項4の発明では、前記竿石の係止穴の内部拡張空間を、中央穴の上端部位又は中間高さ部位に1箇所形成し、その形成位置に合わせて連結体の係止片を回動アンカー部の中芯部の対応部位に設けることで、1箇所の係止片が内部拡張空間に係止可能となる。
又、前記竿石の係止穴の内部拡張空間を上端部位及び中間高さ部位に複数段違いで形成する場合、その形成位置に合わせて連結体の係止片を回動アンカー部の中芯部の対応部位に複数設けることができ、連結体の係止片を前記内部拡張空間により確実に係止させることが可能となる。
連結体に複数の段差で係止片を形成した場合には、段差毎に係止片の突出方向を同方向でも良いが角度を位相させた態様が可能である。又、格段の係止片の数を夫々違えた態様も可能である。
これらの係止片の態様は、1個より複数とした場合の方が、いずれの場合でも前記連結体を前記竿石に対してより強固に係止可能となるが、前記回動アンカー部の各部のサイズや竿石の材質に対応させて高い引抜き強度を保持可能なる最良の態様が選択可能である。
According to a fourth aspect of the present invention, the internal expansion space of the locking hole of the meteorite is formed at one position at the upper end portion or the middle height portion of the central hole, and the locking piece of the coupling body is rotated according to the forming position. By providing at the corresponding part of the core part of the dynamic anchor part, one locking piece can be locked in the internal expansion space.
Further, in the case where the internal expansion space of the locking hole of the meteorite is formed in a plurality of steps at the upper end portion and the intermediate height portion, the locking piece of the connecting body is arranged at the center portion of the rotating anchor portion according to the forming position. A plurality of the corresponding portions can be provided, and the locking piece of the coupling body can be securely locked by the internal expansion space.
When locking pieces are formed with a plurality of steps on the connecting body, the protruding direction of the locking pieces may be the same for each step, but an aspect in which the angles are phased is possible. Moreover, the aspect which each changed the number of the remarkable locking pieces is also possible.
In the case where the number of these locking pieces is more than one, in any case, the connecting body can be locked to the meteorite more firmly. It is possible to select the best mode capable of maintaining a high pulling strength corresponding to the size of each part and the material of the meteorite.

請求項5の発明では、前記芝台、台石及び竿石の各石間の横ズレ防止部を設けることで、地震の横揺れで前記芝台、台石及び竿石の各石間に水平方向に起こる横ズレが防止可能となる。
そして、本発明では前記連結体による上下方向の固定と相俟って、地震により発生する大きな縦揺れと横揺れ等の全方向の揺れに対して高い耐震性を得ることが可能となる。
In the invention of claim 5, by providing a lateral shift prevention portion between the lawn pedestal, the talc stone, and the meteorite stone, the horizontal movement between the turret pedestal, the bed stone and the meteorite stones due to an earthquake roll. Lateral misalignment that occurs in the direction can be prevented.
And in this invention, it becomes possible to obtain high earthquake resistance with respect to the shaking of all directions, such as a big pitching and a horizontal shaking which generate | occur | produced by the earthquake, combined with the fixing of the up-down direction by the said coupling body.

本発明の縦断正面図である。It is a vertical front view of the present invention. 図1の連結体を外した状態を示す縦断正面図である。It is a vertical front view which shows the state which removed the coupling body of FIG. 図1の連結体を示す正面図である。It is a front view which shows the coupling body of FIG. (イ)は竿石の縦断正面図、(ロ)は連結体の回動アンカー部の縦断正面図、(ハ)は連結体の棒部の正面図、(ニ)は係止穴と回動アンカー部との関係を示し、その内aは係止穴を示しb、c及びdは係止片の回動状態を示す(イ)のAA線断面図である。(A) is a vertical front view of a meteorite, (B) is a vertical front view of a rotating anchor portion of a connecting body, (C) is a front view of a connecting rod portion, and (D) is a locking hole and rotating. FIG. 5 is a cross-sectional view taken along line AA of (A) showing a relationship with the anchor portion, in which a indicates a locking hole, b, c, and d indicate the rotation state of the locking piece. 回動アンカー部の係止片の態様を示し(イ)は係止片が1個の態様、(ロ)は係止片が2個の態様、(ハ)は係止片が3個の態様、(ニ)は係止片が4個の態様を示す各平面図である。(A) is an embodiment with one locking piece, (b) is an embodiment with two locking pieces, and (c) is an embodiment with three locking pieces. (D) is each top view which shows the aspect with four locking pieces. 別の形態の(イ)は竿石の縦断正面図、(ロ)は連結体の回動アンカー部の縦断正面図、(ハ)は連結体の棒部の正面図、(ニ)は係止穴と回動アンカー部との関係を示し、その内aは係止穴を示しb、c及びdは係止片の回動状態を示す(イ)のAA線断面図である。Another form (A) is a longitudinal front view of a meteorite, (B) is a longitudinal front view of a rotating anchor portion of a connecting body, (C) is a front view of a connecting rod portion, and (D) is a lock. The relationship between a hole and a rotation anchor part is shown, in which a indicates a locking hole, b, c, and d are cross-sectional views taken along line AA in FIG. 別の形態の(イ)は竿石の縦断正面図、(ロ)は連結体の回動アンカー部の縦断正面図、(ハ)は係止穴のAA線断面図、(ニ)回動アンカー部の平面図である。Another form (A) is a longitudinal front view of a meteorite, (B) is a longitudinal front view of a rotating anchor portion of a coupling body, (C) is a sectional view taken along line AA of a locking hole, and (D) a rotating anchor. It is a top view of a part. 別の形態の(イ)は竿石の縦断正面図、(ロ)は連結体の正面図、(ハ)は係止穴と回動アンカー部との関係を示し、その内aは係止穴を示しb、c及びdは係止片の回動状態を示す(イ)のAA線断面図である。Another form (A) is a longitudinal front view of a meteorite, (B) is a front view of a connecting body, (C) shows a relationship between a locking hole and a rotating anchor part, and a of which is a locking hole And b, c, and d are cross-sectional views taken along line AA in FIG.

本発明の墓石の耐震構造の実施形態を、以下図に基づいて説明する。
本発明は、図1に示すように、地面に掘った納骨室38の周囲を囲ったコンクリート製の基礎32に、ネジ部35を直立させてL型アンカーボルト34を埋設する
前記L型アンカーボルト34の位置に対応させボルト孔33を設けた直方体の御影石製の芝台1(下台、台石とも呼ばれる)を、前記ボルト孔33に前記L型アンカーボルト34を挿入させて載置する。
そして、前記芝台1上に突出したL型アンカーボルト34のネジ部35にナット37を螺着して締め付け、該芝台1を該基礎32上に強く固定する。
その際、図1に示すように、該芝台1のボルト孔33の上端開口上部にはナット隠し穴36を設け、このナット隠し穴36内に突出したネジ部35にナット37を螺着することで、前記下段台石2aの底面がL型アンカーボルト34及びナット37に当たらずに、該芝台1に隙間なく接触した状態で安定的に載置される。
Embodiments of the tombstone earthquake-resistant structure of the present invention will be described below with reference to the drawings.
In the present invention, as shown in FIG. 1, an L-shaped anchor bolt 34 is embedded in a concrete base 32 surrounding a bone chamber 38 dug in the ground by standing a screw portion 35 upright. A cuboid granite turf stand 1 (also referred to as a lower base or a talc) provided with a bolt hole 33 corresponding to the position 34 is placed by inserting the L-shaped anchor bolt 34 into the bolt hole 33.
Then, a nut 37 is screwed and tightened to the thread portion 35 of the L-shaped anchor bolt 34 protruding on the lawn table 1, and the lawn table 1 is firmly fixed on the foundation 32.
At that time, as shown in FIG. 1, a nut concealment hole 36 is provided in the upper end opening upper portion of the bolt hole 33 of the lawn pedestal 1, and a nut 37 is screwed into a screw portion 35 protruding into the nut concealment hole 36. Thus, the bottom stage stone 2a is stably placed in a state where it does not contact the L-shaped anchor bolt 34 and the nut 37 and is in contact with the lawn table 1 without a gap.

前記芝台1の上には、通常1個又は複数個台石2(中台、上台とも呼ばれる)を積み上げるが、下の下段台石2aは該芝台1の上面にあるナット隠し穴36の全てを隠すことができる大きさとし、上の上段台石2bは前記下段台石2aより小さい平面サイズとし、図1では台石2を、前記下段台石2aと前記上段台石2bを用いた場合を示している。
この台石2には、直方体の御影石が使用され、該上段台石2bの上には平面サイズが上段台石2bより小さいが縦に長い直方体の御影石製の竿石3(石塔、棹石とも呼ばれる)が載置される。この竿石3の重量は前記芝台1や前記台石2より大きい。このため全体として重心の高い不安定な構造となる。
墓石下部は、基礎32が地下に隠れるが、前記芝台1、台石2及び竿石3は地上に現れ、各石の側面は周囲から見ることが可能となる。
本発明は、図1に示すように、上記の如く積み上げた御影石などの硬い石素材で作られた前記芝台1、台石2及び竿石3から成る墓石の中心に連結体5を縦に埋設した耐震構造である。
On the turret 1, one or a plurality of pedestals 2 (also referred to as an intermediate pedestal or an upper pedestal) are usually stacked. The upper upper stage stone 2b has a size smaller than the lower stage stone 2a, and the upper stage stone 2b and the upper stage stone 2b are used in FIG. Is shown.
The granite is a rectangular granite, and the granite 3 made of granite of a rectangular parallelepiped which is smaller than the upper stage stone 2b but is longer than the upper stage stone 2b (both stone tower and meteorite) Called) is placed. The weight of the meteorite 3 is larger than the lawn table 1 and the stone 2. For this reason, it becomes an unstable structure with a high center of gravity as a whole.
In the lower part of the tombstone, the foundation 32 is hidden underground, but the lawn base 1, the base stone 2 and the meteorite 3 appear on the ground, and the side surfaces of each stone can be seen from the surroundings.
In the present invention, as shown in FIG. 1, a connecting body 5 is vertically arranged at the center of a gravestone made of a hard stone material such as granite piled up as described above, which is composed of the turf stand 1, the talc 2 and the meteorite 3. It is a buried earthquake resistant structure.

その墓石の耐震構造を以下詳細に説明する。
前記芝台1及び前記台石2の中央部には、ドリルで、図2に示すように、垂直に貫く真円状の貫通孔4を設け、更に前記竿石3の中央部には、底面から中間高さまで垂直に立ち上げた係止穴8を設ける。
該係止穴8は、図4の(イ)に示すように、前記竿石3底面の中央部から垂直な中央穴8aを穿設し、該中央穴8aの上部の空間を側方へ拡張して内部拡張空間10を設け、該中央穴8aの側壁には、前記竿石3の開口部8bから前記内部拡張空間10まで略同じ深さで繋がる側部連通溝11を形成する。
The seismic structure of the tombstone will be described in detail below.
As shown in FIG. 2, a perfect circular through-hole 4 is formed in the central part of the lawn base 1 and the base stone 2, as shown in FIG. 2. A locking hole 8 which is vertically raised from the intermediate height to the middle height is provided.
As shown in FIG. 4A, the locking hole 8 is formed with a vertical central hole 8a from the central portion of the bottom surface of the meteorite 3, and the space above the central hole 8a is expanded laterally. Then, an internal expansion space 10 is provided, and side communication grooves 11 are formed on the side wall of the central hole 8a so as to connect from the opening 8b of the meteorite 3 to the internal expansion space 10 at substantially the same depth.

又、前記連結体5は、図1、図3及び図4の(ロ)、(ハ)に示すように、上部は前記竿石3の内部拡張空間10にまで達し、且つ下部は前記芝台1の底面にまで達する長さを有する鉄製又はステンレス製の棒の棒部5aに中芯体6aを連結し、該中芯体6aの上部に係止片12を一体的に形成した回動アンカー部6を備える。
該回動アンカー部6の下部には、図4の(ロ)と(ハ)に示すように、前記棒部5aと中芯体6aとの間に、前記棒部5aと中芯体6aとを着脱可能とする着脱部13を設ける。
In addition, as shown in FIGS. 1, 3 and 4 (B) and (C), the upper part of the connecting body 5 reaches the internal expansion space 10 of the meteorite 3, and the lower part is the lawn stand. A rotary anchor in which a core body 6a is connected to a bar portion 5a of an iron or stainless steel bar having a length reaching the bottom surface of 1, and a locking piece 12 is integrally formed on the upper portion of the core body 6a. Part 6 is provided.
As shown in (b) and (c) of FIG. 4, the lower part of the rotation anchor part 6 is provided between the bar part 5a and the core body 6a, and the bar part 5a and the core body 6a. An attachment / detachment portion 13 is provided to make the attachment / detachment possible.

又、図4の(ロ)に示すように、前記回動アンカー部6の中芯体6aの下部には、水平なフランジ14を固設する。
そして、前記竿石3底面には、図4の(イ)に示すように、該フランジ14が前記竿石3底面から突出しない深さのフランジ受け穴25を形成し、該フランジ受け穴25内に打ち込みアンカー20を設け、更に、前記フランジ14には前記打ち込みアンカー20の設置位置に対向したボルト孔21を設ける。
そして、図1に示すように、該ボルト孔21から前記打ち込みアンカー20へアンカーボルト22を打ち込み、前記竿石3底面に前記フランジ14を固定する。
Further, as shown in FIG. 4B, a horizontal flange 14 is fixed to the lower portion of the core body 6a of the rotation anchor portion 6.
As shown in FIG. 4A, a flange receiving hole 25 is formed on the bottom surface of the meteorite 3 so that the flange 14 does not protrude from the bottom surface of the meteorite 3. The flange 14 is further provided with a bolt hole 21 facing the installation position of the anchor 20.
Then, as shown in FIG. 1, the anchor bolt 22 is driven into the driving anchor 20 from the bolt hole 21, and the flange 14 is fixed to the bottom surface of the meteorite 3.

前記回動アンカー部6の係止片12の形成方法は、丸棒の上端部を折り曲げて鍛造形成することもできるが、図4の(ロ)に示すように、前記中芯体6aの側面に板状の小片を溶着するか、又は鋳型で前記中芯体6aと一体形成するなど各種方法で形成することが可能である。
そして、前記棒部5aの下部にはボルト部7を形成する。
As a method of forming the locking piece 12 of the rotating anchor portion 6, the upper end portion of the round bar can be bent and formed by forging. However, as shown in FIG. It is possible to form by various methods such as welding a plate-like piece to each other, or integrally forming the core body 6a with a mold.
And the bolt part 7 is formed in the lower part of the said rod part 5a.

そして、前記棒部5を前記貫通孔4及び前記係止穴8の中央縦に貫挿し、その際、図1に示すように、前記棒部5の回動アンカー部6に設けた係止片12を前記側部連通溝11から遠ざかるまで回転させて前記竿石3内の前記係止穴8に設けた内部拡張空間10に係止するとともに前記棒部5のボルト部7に前記芝台1の底面からナット9を締め付ける。このナット9は2個ダブルで使用すればより強く固定できで外れ難くなる。   And the said bar part 5 is penetrated in the center vertical of the said through-hole 4 and the said locking hole 8, and the locking piece provided in the rotation anchor part 6 of the said bar part 5 in that case, as shown in FIG. 12 is rotated to move away from the side communication groove 11 to be locked in the internal expansion space 10 provided in the locking hole 8 in the meteorite 3, and the lawn table 1 is fixed to the bolt portion 7 of the bar portion 5. Tighten the nut 9 from the bottom. If this nut 9 is used in double, it can be fixed more strongly and is difficult to come off.

前記ボルト部7に対する前記ナット9の装着は、図1に示すように、金属製のプレート15を、その中央に設けた孔に前記ボルト部7を差し込んで前記芝台1の底面に当接させ、該プレート15の孔から突出した棒部5aのボルト部7にナット9を締め付けて行う。
この際、前記連結体5を下方へ引き寄せ、芝台1の底面から強固に締め付けて固定することが可能となり、その際、用いるプレート15は脆い石の開口部を破損させずに強く締め付けることが可能となる。
As shown in FIG. 1, the nut 9 is attached to the bolt part 7 by inserting a metal plate 15 into a hole provided in the center thereof and bringing the bolt part 7 into contact with the bottom surface of the lawn table 1. The nut 9 is fastened to the bolt portion 7 of the rod portion 5a protruding from the hole of the plate 15.
At this time, the connecting body 5 can be pulled down and firmly fastened from the bottom surface of the lawn table 1, and the plate 15 to be used can be strongly tightened without damaging the brittle stone opening. It becomes possible.

又これに加えて、前記芝台1、台石2及び竿石3の各石間には、図1に示すように、横ズレ防止部16を設けることができる。
該横ズレ防止部16は、前記芝台1、台石2及び竿石3の各石間の上下に対向した水平面に夫々対向する上穴18及び下穴17を穿ち、前記上穴18と下穴17とで形成された空間内に止め部材19を嵌合した態様が可能である。
その際、前記止め部材19は、前記上穴18と下穴17との両方の穴に係り、両者間の空間内で上部に僅か隙間を設け、側部にできる隙間は極力少なくすると、上側の石が下の石から浮くことなく、横ズレが起こり難くなるので好ましい。
In addition to this, as shown in FIG. 1, a lateral misalignment prevention portion 16 can be provided between the lawn base 1, the base stone 2 and the meteorite 3.
The lateral misalignment prevention portion 16 has an upper hole 18 and a lower hole 17 that face the horizontal surfaces facing the upper and lower sides between the stones 1, the stone 2 and the meteorite 3, respectively. A mode in which the stopper member 19 is fitted in the space formed by the hole 17 is possible.
At that time, the stopper member 19 is related to both the upper hole 18 and the lower hole 17, and a slight gap is provided in the upper portion in the space between the two, and the gap formed on the side portion is reduced as much as possible. This is preferable because the lateral displacement is less likely to occur without the stone floating from the underlying stone.

そして、この結果、大きな地震があっても前記芝台1、台石2及び竿石3の前記連結体5による上下方向の固定と相俟って、地震により発生する大きな縦揺れと横揺れ等の全ての方向に起こる揺れに対して高い耐震性を得ることが可能となるので、大地震による墓石の倒壊のおそれがなくなる。
これに加えて、前記竿石3の上部には棒部などの金具類が全く突出しないので墓石全体の外観が全く損なわれず見映えの良い状態が維持される。
As a result, even if there is a big earthquake, coupled with the vertical fixing of the lawn base 1, the stone 2 and the meteorite 3 by the connecting body 5, the large pitch and roll generated by the earthquake, etc. Because it is possible to obtain high earthquake resistance against shaking occurring in all directions, there is no risk of the tombstones collapsing due to a large earthquake.
In addition to this, since the metal parts such as the bar portion do not protrude at the top of the meteorite 3, the appearance of the entire tombstone is not impaired at all and the appearance is maintained.

次に図4の(イ)に示す御影石製竿石3の係止穴8の構造を具体例で詳述する。
該係止穴8の形成方法は、竿石3を逆さに置き、その底部中央に垂直方向へドリルで170mmの深さで110mm径に中央穴8aを開口する。
次に10mm幅の円周面にダイヤモンドを埋め込んだ100mm径の円盤型のカッターを用いて前記中央穴8aの開口部から最深部の突き当たり付近まで差し込んでその周面から水平に移動させつつ周面から均一に20mmの高さで側方へ20mm切削し内部拡張空間10を形成する。
次に、ドリルを用いて中央穴8aの周面に、中心を周面に合わせて60mm径の円形とする穴を、底部中央から垂直方向へ内部拡張空間10まで掘り下げて側部連通溝11を対向した2箇所に形成する。
Next, the structure of the locking hole 8 of the granite meteorite 3 shown in FIG.
The locking hole 8 is formed by placing the meteorite 3 upside down and drilling a central hole 8a with a diameter of 110 mm at a depth of 170 mm in a vertical direction at the center of the bottom thereof.
Next, using a 100 mm diameter disk-type cutter in which diamond is embedded in a 10 mm wide circumferential surface, the peripheral surface is inserted from the opening of the central hole 8a to near the end of the deepest portion and moved horizontally from the circumferential surface. Then, the inner expansion space 10 is formed by cutting 20 mm laterally at a height of 20 mm.
Next, a hole having a diameter of 60 mm is formed on the peripheral surface of the center hole 8a by using a drill, and the side communication groove 11 is formed by digging a hole having a diameter of 60 mm in the vertical direction from the center of the bottom to the internal expansion space 10. It is formed at two opposing locations.

この方法で、前記係止穴8の中央穴8aが円筒形で径が110mmで深さは150mmとなり、該中央穴8aの上端に繋がる円筒形の内部拡張空間10は径が150mmで深さが20mmとなり、更に、前記中央穴8aの側壁に形成される側部連通溝11は前記中央穴8aの壁面開く略半円の円筒形を成し、その径が60mmとなる係止穴8が得られる。
又、前記中央穴8aの開口部に、該中央穴8aと中心を共通とした10mm深さで径が202mmの円形のフランジ受け穴25を形成し、このフランジ受け穴25内には、2箇所〜4箇所に打ち込みアンカー20を設ける。
In this way, the central hole 8a of the locking hole 8 is cylindrical, has a diameter of 110 mm and a depth of 150 mm, and the cylindrical internal expansion space 10 connected to the upper end of the central hole 8a has a diameter of 150 mm and a depth of 150 mm. Further, the side communication groove 11 formed on the side wall of the central hole 8a has a substantially semicircular cylindrical shape that opens the wall surface of the central hole 8a, and a locking hole 8 having a diameter of 60 mm is obtained. It is done.
Further, a circular flange receiving hole 25 having a diameter of 10 mm and a diameter of 202 mm is formed in the opening of the central hole 8a, and the center is shared with the central hole 8a. Driving anchors 20 are provided at four locations.

次に前記係止穴8に対応した連結体5の構造を具体例で詳述する。
前記連結体5の棒部5aは、ステンレス製で径が24mmとし、長さが前記芝台1と各台石2との積み上げ高さより長く、図4の(ロ)及び(ハ)に示すように、上部に雄ネジ部24を形成し、下部にボルト部7を形成する。
前記回動アンカー部6は、鉄等の金属製の径が100mmで長さが150mmの円筒形の中芯体6aの下部に、厚さ10mmで径が200mmの金属製のフランジ14を溶接し、金属製のフランジ14の下面から棒部5aの上部の前記雄ネジ部24に螺着可能な雌ネジ部23を中芯体6a内の中間高さまで形成する。即ち、該雌ネジ部23に前記棒部5aの雄ネジ部24が着脱可能となる。
又、前記フランジ14には前記竿石3のフランジ受け穴25内の打ち込みアンカー20に対応した部分にネジ孔21を設ける。
Next, the structure of the coupling body 5 corresponding to the locking hole 8 will be described in detail with a specific example.
The rod portion 5a of the connecting body 5 is made of stainless steel and has a diameter of 24 mm, and its length is longer than the stacked height of the lawn base 1 and each stone 2 as shown in FIGS. The male screw portion 24 is formed at the upper portion, and the bolt portion 7 is formed at the lower portion.
The rotating anchor portion 6 is formed by welding a metal flange 14 having a thickness of 10 mm and a diameter of 200 mm to a lower portion of a cylindrical core body 6 a having a diameter of 100 mm and a length of 150 mm made of metal such as iron. Then, a female screw portion 23 that can be screwed from the lower surface of the metal flange 14 to the male screw portion 24 at the upper portion of the rod portion 5a is formed to an intermediate height in the core body 6a. That is, the male screw portion 24 of the rod portion 5a can be attached to and detached from the female screw portion 23.
The flange 14 is provided with a screw hole 21 in a portion corresponding to the driving anchor 20 in the flange receiving hole 25 of the meteorite 3.

このネジ孔21から前記打ち込みアンカー20へ、径が4mmで長さが1.5mmのアンカーボルト22を打ち込むと、図1に示すように、前記回動アンカー部6のフランジ14が前記係止穴8の開口部の設けたフランジ受け穴25内に強く固定される。
なお、該雌ネジ部23に前記棒部5aの雄ネジ部24が螺着する前に前記雌ネジ部23にナットを1個羅着しておくと、前記連結体5の棒部5aを中芯体6aに螺着後、更に前記ナットを締め付けることで中芯体6aに対して棒部5aが回転するのを防止し、より確実に両者を固定することが可能となる。この場合、上段台石2bの4の貫通孔4上部の開口部を前記ボルトが嵌合可能に広く形成しておいて、台石2上に竿石3を水平に載置できるようにしておく。
そして、図4の(ロ)に示すように、前記中芯体6aの上部には中芯体6aの周面から側方へ24mm突出させて厚さ10mmの金属板製の係止片12を溶接で一体的に固設する。
該係止片12の形状は、図4の(二)に示すように、前記係止穴8の径が30mmの半円形の前記側部連通溝11通過可能となるように、その半円形よりも小さい24mm径の半円形とする。
When an anchor bolt 22 having a diameter of 4 mm and a length of 1.5 mm is driven from the screw hole 21 into the driving anchor 20, as shown in FIG. 1, the flange 14 of the rotating anchor portion 6 is connected to the locking hole. 8 is firmly fixed in the flange receiving hole 25 provided with the opening.
If one nut is attached to the female screw portion 23 before the male screw portion 24 of the rod portion 5a is screwed to the female screw portion 23, the rod portion 5a of the connecting body 5 is placed in the middle. After screwing onto the core body 6a, the nut is further tightened to prevent the rod portion 5a from rotating with respect to the center core body 6a, thereby making it possible to fix them more reliably. In this case, an opening in the upper part of the four through-holes 4 of the upper stage stone 2b is formed so that the bolt can be fitted, so that the meteorite 3 can be placed horizontally on the bed stone 2. .
Then, as shown in FIG. 4B, a locking piece 12 made of a metal plate having a thickness of 10 mm is provided on the upper portion of the core 6a so as to protrude 24 mm laterally from the peripheral surface of the core 6a. Secure integrally by welding.
As shown in FIG. 4B, the shape of the locking piece 12 is such that the locking hole 8 can be passed through the semicircular side communication groove 11 having a diameter of 30 mm. Is a small semicircle with a diameter of 24 mm.

前記回動アンカー部6が前記係止穴8に係止される原理を図4の(二)で説明すると、図4の(二)aに示す前記係止穴8に、図4の(二)bに示ように、係止片12が側部連通溝11を通って中央穴8aの最深部まで入り、そこで図4の(二)cに示ように、少しの角度回動により係止片12が内部拡張空間10の底面に乗り、引き抜き不能となる。さらに図4の(二)dに示ように、側部連通溝11とそれとは別の隣の側部連通溝11との中間位置まで回動させると、確実に内部拡張空間10から係止片12が外れなくなる。   The principle by which the rotating anchor portion 6 is locked in the locking hole 8 will be described with reference to (2) of FIG. 4. The locking hole 8 shown in (2) a of FIG. ) As shown in b, the locking piece 12 passes through the side communication groove 11 to the deepest part of the central hole 8a, where it is locked by a slight angle rotation as shown in FIG. The piece 12 rides on the bottom surface of the internal expansion space 10 and cannot be pulled out. Further, as shown in FIG. 4 (2) d, when the side communication groove 11 is rotated to an intermediate position between the side communication groove 11 and another side communication groove 11 which is different from the side communication groove 11, the locking piece is reliably removed from the internal expansion space 10. 12 will not come off.

前記係止片12は前記側部連通溝11の数と位置とに対応して前記中芯体6aの周面に形成されるが、図5の(イ)に示す1個の場合と、図5の(ロ)に示す2個の場合と、図5の(ハ)に示す3個の場合と、図5の(ニ)に示す4個の場合と、5個上とした場合(図省略)とが可能である。
その係止片12の形状は、前記側部連通溝11を上下に通過可能な形状であれば良く、図では側部連通溝11に対応した半円形としたものを示したが、3角形状(図省略)、又は4角形状(図省略)など各種の形態が可能であり、本発明では、前記側部連通溝11の水平断面の形状及び前記係止片12の平面形状を上記形状に限定するものではない。
そして、外れ難くするために係止片12を係止させる際の回動位置は、いずれも側部連通溝11とそれとは別の隣の側部連通溝11との中間位置で止め、各側部連通溝11から均一に離れた位置の止まるようにする。例えば、2個の場合では90度、3個の場合は60度、4個の場合45度の回転で止める。
The locking piece 12 is formed on the peripheral surface of the core body 6a corresponding to the number and position of the side communication grooves 11, but in the case of the one shown in FIG. 5 (b), 2 cases shown in FIG. 5 (c), 3 cases shown in FIG. 5 (d), 4 cases shown in FIG. 5 (d), and 5 cases (not shown) ) Is possible.
The shape of the locking piece 12 may be any shape that allows the side communication groove 11 to pass up and down. In the figure, a semicircular shape corresponding to the side communication groove 11 is shown. Various shapes such as a rectangular shape (not shown) or a quadrangular shape (not shown) are possible. In the present invention, the shape of the horizontal cross section of the side communication groove 11 and the planar shape of the locking piece 12 are the above shapes. It is not limited.
And in order to make it difficult to remove | deviate, all the rotation positions at the time of latching the latching piece 12 stop at the intermediate position of the side part communication groove 11 and the other side part communication groove 11 different from it. The position where the part communication groove 11 is uniformly separated is stopped. For example, the rotation is 90 degrees in the case of two, 60 degrees in the case of three, and 45 degrees in the case of four.

上記の如く連結体5上部の係止片12を回動させることで竿石3内部の係止穴8の内部拡張空間10に係止可能なる構造は、他にも各種可能であるが、例えば、図6、図7及び図8に示す形態が可能であり、それを以下説明する。   There are various other structures that can be locked in the internal expansion space 10 of the locking hole 8 in the meteorite 3 by rotating the locking piece 12 on the upper part of the connecting body 5 as described above. 6, 7 and 8 are possible and will be described below.

例えば、図6に示す形態は、上記図4に示す形態において、図6の(ロ)に示すように、前記回動アンカー部6にフランジ14を設けない形態である。
この形態では、前記竿石3の係止穴8に対して回動アンカー部6を装着したとき多少の不安定さが生じる。
このため、竿石を台石に載せる前に、前記係止穴8には前記回動アンカー部6との間にセメント系やエポキシ系等の充填材を注入し、現地施工前に棒部5を前記竿石3により強固に固定させ、内部拡張空間10に係止片12が係止された状態を保持させて置く。
For example, the form shown in FIG. 6 is a form in which the flange 14 is not provided in the rotation anchor part 6 in the form shown in FIG. 4 as shown in FIG.
In this embodiment, some instability occurs when the rotation anchor portion 6 is attached to the locking hole 8 of the meteorite 3.
For this reason, before placing the meteorite on the bedrock, a filler such as cement or epoxy is injected into the locking hole 8 between the locking anchor 6 and the rod portion 5 before on-site construction. Is firmly fixed by the meteorite 3, and the state in which the locking piece 12 is locked in the internal expansion space 10 is held.

この形態でも、前記回動アンカー部6が前記係止穴8に係止されるのは、図6の(二)で説明すると、図6の(二)aに示す前記係止穴8に、図6の(二)bに示ように、係止片12が側部連通溝11を通って中央穴8aの最深部まで入り、そこで図6の(二)cに示ように、少しの角度回動させると係止片12が内部拡張空間10の底面に乗り、引き抜けなくなる。さらに図6の(二)dに示ように、側部連通溝11とそれとは別の隣の側部連通溝11との中間位置まで回動させると、確実に内部拡張空間10から係止片12が完全に外れなくなる。   Even in this configuration, the rotation anchor portion 6 is locked in the locking hole 8 as described in (2) of FIG. 6, in the locking hole 8 shown in (2) a of FIG. As shown in FIG. 6 (2) b, the locking piece 12 enters the deepest part of the central hole 8a through the side communication groove 11, where there is a slight angle as shown in FIG. 6 (2) c. When it is turned, the locking piece 12 rides on the bottom surface of the internal expansion space 10 and cannot be pulled out. Further, as shown in FIG. 6 (2) d, when the side communication groove 11 is rotated to an intermediate position between the side communication groove 11 and another side communication groove 11 which is different from the side communication groove 11, the locking piece is reliably removed from the internal expansion space 10. 12 will not come off completely.

又例えば、図7に示す形態は、該図7の(イ)及び(ハ)に示すように、前記竿石3の係止穴8の内部拡張空間10を上段内部拡張空間26と中段内部拡張空間27の2箇所とし、これを中央穴8aの上端部位及び中間高さ部位に形成し、更に図7の(ロ)及び(ニ)に示すように、これに対応させて棒部5の係止片12を上段係止片30と中段係止片31の2箇所とし、これを回動アンカー部6の中芯部6aの前記上段内部拡張空間26及び下段内部拡張空間27との対応部位に設け、更に、係止穴8の側部連通溝11は、上段係止片30と中段係止片31とが同時に最深部まで通過可能となるように上段用側部連通溝28と中段用側部連通溝29とを形成したものである。   Further, for example, in the form shown in FIG. 7, as shown in FIGS. 7 (a) and 7 (c), the internal expansion space 10 of the locking hole 8 of the meteorite 3 is replaced with the upper internal expansion space 26 and the intermediate internal expansion space. Two spaces 27 are formed at the upper end portion and the middle height portion of the central hole 8a. Further, as shown in FIGS. The stop piece 12 is made into two places, the upper stage locking piece 30 and the middle stage locking piece 31, and this is a part corresponding to the upper internal expansion space 26 and the lower internal expansion space 27 of the center core portion 6 a of the rotation anchor portion 6. Further, the side communication groove 11 of the locking hole 8 is provided with an upper side communication groove 28 and a middle side so that the upper stage locking piece 30 and the middle stage locking piece 31 can simultaneously pass to the deepest part. A part communication groove 29 is formed.

この形態は、前記竿石3の係止穴8の上段内部拡張空間26及び下段内部拡張空間27を上端部位及び中間高さ部位に2箇所形成して2段としたものであるが、これとは別に、3段以上の複数段を上下段違いで形成し、その形成位置に合わせて棒部5の係止片12を回動アンカー部6の中芯部6aの対応部位に複数段の係止片12を設けることで、棒部5を回動させて前記内部拡張空間10へ同時に多段に係止させることも可能となる。   In this form, the upper internal expansion space 26 and the lower internal expansion space 27 of the locking hole 8 of the meteorite 3 are formed at two positions in the upper end portion and the intermediate height portion to form two steps. Separately, a plurality of three or more stages are formed in different upper and lower stages, and the locking piece 12 of the bar portion 5 is locked to the corresponding portion of the center core portion 6a of the rotating anchor portion 6 according to the formation position. By providing the piece 12, it is also possible to rotate the bar portion 5 and simultaneously lock it in the internal expansion space 10 in multiple stages.

又、各段毎に係止片12の突出方向は同方向でも良いが突出方向の角度を変える態様が可能である。図7では2段の上段係止片30と中段係止片31との突出方向の角度を90度変えたものである。
又、格段の係止片12の数は格段で夫々違える数で形成する態様も可能である。
これらの係止片12の態様は、通常1個より複数とした場合の方が前記棒部5を前記竿石3に対してより強固に係止可能となるが、間隔が狭いと石材が割れてしまう可能性が高くなり、単に個数を多く増加せせれば良いというのではない。
回動アンカー部6の各部のサイズで決まる強度と、素材強度の異なる竿石3の材質に対応させ、前記回動アンカー部6の高い引抜き強度を保持可能となる最良の態様を選択することが可能である。
In addition, the protruding direction of the locking piece 12 may be the same for each stage, but it is possible to change the angle of the protruding direction. In FIG. 7, the angle in the protruding direction between the two upper locking pieces 30 and the middle locking pieces 31 is changed by 90 degrees.
Further, it is possible to adopt a mode in which the number of the remarkably locking pieces 12 is remarkably different from each other.
As for the form of these locking pieces 12, the rod portion 5 can be locked more firmly to the meteorite 3 when the number is usually more than one, but if the interval is narrow, the stone material will break. It is not just a matter of increasing the number.
Corresponding to the strength determined by the size of each part of the rotating anchor part 6 and the material of the meteorite 3 having different material strengths, the best mode capable of maintaining the high pulling strength of the rotating anchor part 6 can be selected. Is possible.

更に例えば、図8に示す形態では、該図8の(イ)及び(ロ)に示すように、前記竿石3の係止穴8は対向した2個の側部連通溝11を備え、該2個の側部連通溝11を通過可能に棒部5の上部に係止片12を2個形成した形態である。
施工においては、棒部5を芝台1と台石2に挿着する前に先に竿石3に対して固着して置かなければならないが、前記回動アンカー部6の中芯部6aと棒部5aとは分離されない一体の材料を用いるので上記各形態よりも簡潔な構造となっておりコストを低く抑えることが可能となる。
Further, for example, in the form shown in FIG. 8, as shown in FIGS. 8A and 8B, the locking hole 8 of the meteorite 3 includes two opposing side communication grooves 11, In this embodiment, two locking pieces 12 are formed on the upper portion of the bar portion 5 so as to be able to pass through the two side communication grooves 11.
In construction, the rod part 5 must be fixedly attached to the meteorite 3 before being inserted into the lawn base 1 and the base stone 2. Since an integral material that is not separated from the rod portion 5a is used, the structure is simpler than the above embodiments, and the cost can be kept low.

この形態でも、前記回動アンカー部6を前記係止穴8に係止する過程は、図8の(ハ)で説明すると、図8の(ハ)aに示す前記係止穴8に、図8の(ハ)bに示ように、係止片12が側部連通溝11を通って中央穴8aの最深部まで入れ、そこで図8の(ハ)cに示ように、少しの角度回動させると係止片12が内部拡張空間10の底面に乗り、引き抜けなくなる。さらに図8の(ハ)dに示ように、側部連通溝11とそれとは別の隣の側部連通溝11との90度の中間位置まで回動させると、内部拡張空間10から係止片12が係り、竿石3から連結体5が完全に抜けなくなる。   Also in this embodiment, the process of locking the rotating anchor portion 6 in the locking hole 8 will be described with reference to (c) in FIG. 8 (c) b, the locking piece 12 passes through the side communication groove 11 to the deepest part of the central hole 8a, and there is a slight angle rotation as shown in FIG. 8 (c) c. When moved, the locking piece 12 rides on the bottom surface of the internal expansion space 10 and cannot be pulled out. Further, as shown in FIG. 8 (d) d, when the side communication groove 11 is rotated to a middle position of 90 degrees between the side communication groove 11 and another adjacent side communication groove 11, it is locked from the internal expansion space 10. The piece 12 is engaged, and the connecting body 5 cannot be completely removed from the meteorite 3.

本発明の墓石の耐震構造は、最上部の竿石と、下部の芝台と、その間の全ての台石とを連結体で一体的に固定するものであるが、墓石の形状は各図に示す如き全てを直方体とした場合以外、即ち、表面に各種装飾を施した石材など各種形状の墓石に対して広く利用することが可能である。   The seismic structure of the tombstone according to the present invention is to integrally fix the uppermost meteorite, the lower lawn pedestal, and all the trapezoids between them with a connecting body, but the shape of the tombstone is shown in each figure. It can be widely used for gravestones having various shapes such as stones having various decorations on the surface, except when a rectangular parallelepiped is used.

1 芝台
2 台石
2a 下段台石
2b 上段台石
3 竿石
4 貫通孔
5 連結体
5a 棒部
6 回動アンカー部
6a 中芯体
7 ボルト部
8 係止穴
8a 中央穴
8b 開口部
9 ナット
10 内部拡張空間
11 側部連通溝
12 係止片
13 着脱部
14 フランジ
15 プレート
16 横ズレ防止部
17 下孔
18 上穴
19 止め部材
20 打ち込みアンカー
21 ボルト孔
22 アンカーボルト
23 雌ネジ部
24 雄ネジ部
25 フランジ受け穴
26 上段内部拡張空間
27 中段内部拡張空間
28 上段用側部連通溝
29 中段用側部連通溝
30 上段係止片
31 中段係止片
32 基礎
33 ボルト孔
34 L型アンカーボルト
35 ネジ部
36 ナット隠し穴
37 ナット
38 納骨室
DESCRIPTION OF SYMBOLS 1 Lawn stand 2 Trapezoid 2a Lower step stone 2b Upper step stone 3 Meteorite 4 Through hole 5 Connection body 5a Bar part 6 Rotating anchor part 6a Middle core body 7 Bolt part 8 Locking hole 8a Center hole 8b Opening part 9 Nut DESCRIPTION OF SYMBOLS 10 Internal expansion space 11 Side part communication groove 12 Locking piece 13 Detachable part 14 Flange 15 Plate 16 Lateral deviation prevention part 17 Lower hole 18 Upper hole 19 Stopping member 20 Anchor 21 Bolt hole 22 Anchor bolt 23 Female screw part 24 Male screw Part 25 Flange receiving hole 26 Upper stage internal extension space 27 Middle stage internal extension space 28 Upper stage side communication groove 29 Middle stage side communication groove 30 Upper stage locking piece 31 Middle stage locking piece 32 Foundation 33 Bolt hole 34 L-type anchor bolt 35 Screw part 36 Nut concealed hole 37 Nut 38 ossuary chamber

Claims (5)

芝台、台石及び竿石から成り、該竿石には係止穴を設け、芝台及び台石には貫通孔を設け、該係止穴及び貫通孔に連結体を装着した墓石の耐震構造において、
a)前記係止穴は、前記竿石底面の中央部から垂直に中央穴を穿設し、該中央穴の上部の空間を側方へ拡張して内部拡張空間を設け、該中央穴の側壁に前記竿石の開口部から前記内部拡張空間まで略同じ深さで繋がる側部連通溝を形成して成り、
b)前記連結体は、下端部にボルト部を備えた棒部と、該棒部の上部に形成された回動アンカー部とから成り、該回動アンカー部は、前記棒部上に繋がる中芯体が前記竿石の中央穴内に納まり、前記竿石の側部連通溝を上下に通過可能とし且つ内部拡張空間内を回動可能とした係止片を前記中芯体の外周に突設して成り、
前記竿石の係止穴に前記連結体の係止片を回転させて係止し、前記芝台底部に突出した棒部のボルト部にナットを締め付けて芝台、台石及び竿石を一体的に固定したこと特徴とする墓石の耐震構造。
Seismic of a tombstone consisting of a turret, a talcite, and a meteorite, which is provided with a locking hole, and a through hole is provided in the turret and a talus stone, and a connecting body is mounted on the locking hole and the through hole. In structure
a) The locking hole is formed with a central hole perpendicularly from the central part of the bottom surface of the meteorite, and the space above the central hole is extended laterally to provide an internal expansion space. Forming a side communication groove that is connected at substantially the same depth from the opening of the meteorite to the internal expansion space,
b) The connecting body includes a rod portion having a bolt portion at a lower end portion and a rotation anchor portion formed on an upper portion of the rod portion, and the rotation anchor portion is connected to the rod portion. A locking piece that fits in the center hole of the meteorite, can pass up and down the side communication groove of the meteorite, and can rotate in the internal expansion space is provided on the outer periphery of the center core. And
The locking piece of the coupling body is rotated and locked in the locking hole of the meteorite, and the nut is fastened to the bolt portion of the rod protruding from the bottom of the grass stand, so that the grass stand, the stone and the stone are integrated. Seismic structure of tombstones characterized by being fixed.
連結体の棒部と中芯体との間に、前記棒部と前記中芯体とを着脱可能とする着脱部を設けたことを特徴とする請求項1に記載の墓石の耐震構造。   2. The earthquake resistant structure for a tombstone according to claim 1, wherein an attachment / detachment portion is provided between the rod portion and the core body of the connecting body so that the rod portion and the core body can be attached / detached. 連結体の中芯体の下部に、水平なフランジを固設し、前記竿石底面に該フランジが前記竿石底面から突出しない深さのフランジ受け穴を形成し、該フランジ受け穴内に打ち込みアンカーを設け、前記フランジに前記打ち込みアンカーの設置位置に対向したボルト孔を設け、該ボルト孔から前記打ち込みアンカーへアンカーボルトを打ち込み、前記竿石底面に前記フランジを固定したことを特徴とする請求項2に記載の墓石の耐震構造。   A horizontal flange is fixed to the lower part of the core of the connecting body, a flange receiving hole is formed on the bottom surface of the meteorite so that the flange does not protrude from the bottom surface of the meteorite, and an anchor is driven into the flange receiving hole. A bolt hole facing the installation position of the driving anchor is provided in the flange, an anchor bolt is driven into the driving anchor from the bolt hole, and the flange is fixed to the bottom surface of the meteorite. 2. Seismic structure of the tombstone described in 2. 竿石の係止穴の内部拡張空間を、中央穴の上端部位及び/又は中間高さ部位に形成すると共に連結体の係止片を中芯部の前記内部拡張空間との対応部位に設けたことを特徴とする請求項1から3のうちいずれかに記載の墓石の耐震構造。   The internal expansion space of the meteorite locking hole is formed at the upper end portion and / or the intermediate height portion of the central hole, and the locking piece of the coupling body is provided at the corresponding portion of the center portion with the internal expansion space. The earthquake-proof structure of a tombstone according to any one of claims 1 to 3. 芝台、台石及び竿石の各石間の上下に対向した水平面に夫々対向する上穴及び下穴を穿ち、該上穴と下穴とで形成された空間内に上下の両穴に係る止め部材を嵌合して成る横ズレ防止部を設けたことを特徴とする請求項1から4のうちいずれかに記載の墓石の耐震構造。   An upper hole and a lower hole facing the upper and lower horizontal planes between the stones of the turret, the talus stone, and the meteorite, respectively, are drilled, and the upper and lower holes are in the space formed by the upper hole and the lower hole. The earthquake resistant structure for a tombstone according to any one of claims 1 to 4, further comprising a lateral displacement prevention portion formed by fitting a stop member.
JP2012167278A 2011-12-19 2012-07-27 Seismic structure of tombstone Expired - Fee Related JP5379277B2 (en)

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