JP2009180061A - Aseismic grave structure and its assembling method - Google Patents
Aseismic grave structure and its assembling method Download PDFInfo
- Publication number
- JP2009180061A JP2009180061A JP2008022565A JP2008022565A JP2009180061A JP 2009180061 A JP2009180061 A JP 2009180061A JP 2008022565 A JP2008022565 A JP 2008022565A JP 2008022565 A JP2008022565 A JP 2008022565A JP 2009180061 A JP2009180061 A JP 2009180061A
- Authority
- JP
- Japan
- Prior art keywords
- stone
- vertical groove
- cap
- connecting rod
- adhesive
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
本発明は、複数個の石材を重ねて構成される墓石構造の、下段の石と中段の石および上段の石の三段重ね部分を連結する耐震墓構造およびその組立て方法に関するものである。 The present invention relates to a seismic tomb structure and a method for assembling the same, in which a lower stone, a middle stone, and a three-tiered portion of an upper stone are connected in a tombstone structure formed by stacking a plurality of stone materials.
一般に墓石の構造は、芝台(下台)の上に、中台を重ね、この上に上台を重ね、一番上に棹石を重ねた構造となっている。この構造では、それぞれ別個に加工したものを単に積み重ねたものであるため、大きな地震が発生すると、重心の高い棹石が動いたり転倒したりすることがあった。 In general, the structure of a tombstone is a structure in which an intermediate base is stacked on a lawn base (lower base), an upper base is stacked on top, and a meteorite is stacked on top. In this structure, the individually processed pieces are simply stacked, so when a large earthquake occurs, a meteorite with a high center of gravity may move or fall.
このため、上台の上部中心に縦溝を形成し、この上に重ねられる棹石の底部中心に前記縦溝と対向してこれと連通する縦溝を形成し、上台の縦溝に金属製連結棒の下部側を挿着して接着剤で固定し、棹石の縦溝内に接着剤を充填したり、連結棒に塗布してから、棹石の縦溝の内側に連結棒をその上部側から挿入し、棹石を下降させて上台の上に重ねて、上台と棹石を連結棒で連結して、地震の揺れに対して棹石の倒壊を防止していた(例えば特許文献1)。 For this reason, a vertical groove is formed in the upper center of the upper base, and a vertical groove is formed in the center of the bottom of the meteorite that is opposed to and communicates with the vertical groove. Insert the lower part of the bar and fix it with adhesive, fill the adhesive in the vertical groove of the meteorite, or apply it to the connecting bar, and then place the connecting bar on the inner side of the vertical groove of the meteorite It was inserted from the side, the meteorite was lowered and overlapped on the upper base, and the upper base and the meteorite were connected by a connecting rod to prevent the meteorite from collapsing against an earthquake shake (for example, Patent Document 1). ).
この耐震構造では、上台の縦溝はその上面に、上方に向かって開口しているので、接着剤を充填して連結棒の下部側を確実に固定することができるが、上台の上に重ねられる棹石の縦溝は、その底面に下方に向かって開口しているので、接着剤を充填しても自重により流れ出してしまい、連結棒の上部側に塗布しても十分に隙間を埋められず棹石を確実に固定することができなかった。 In this earthquake-resistant structure, the vertical groove of the upper base is opened upward on the upper surface, so that the lower side of the connecting rod can be securely fixed by filling with adhesive, but it is stacked on the upper base. Since the vertical groove of the meteorite is opened downward on the bottom surface, even if it is filled with adhesive, it flows out by its own weight, and even if it is applied to the upper side of the connecting rod, the gap is sufficiently filled The meteorite could not be fixed securely.
また従来の耐震構造では、接着剤で固定してしまうので、石材店で墓石を展示する場合には固定できず、展示している間に地震が発生すると、棹石が倒壊してしまう問題があった。また墓地に一旦、設置した後、墓石を移転するような場合にも、棹石と上台が接合されて分解できないので、全体をそのまま運搬しなければならず大型の墓石の場合には、移転は極めて困難であった。
本発明は上記問題点を改善し、複数個の石材を重ねて構成される墓石構造の、下段の石と中段の石および上段の石の三段重ね部分を、連結棒とストッパーで確実に連結した簡単な構造により、地震の縦揺れや横揺れに対する耐震性を高めると共に、分解や交換が容易で簡単に移動することができ、特に石材店で墓石を展示する場合や、一旦、設置した後、別の墓地に移転したり部品を交換する場合にも好適な耐震墓構造およびその組立て方法を提供するものである。 The present invention improves the above-mentioned problems, and the tombstone structure formed by stacking a plurality of stone materials, the lower layer stone, the middle stone and the upper stone three-tiered portion are securely connected by a connecting rod and a stopper. This simple structure increases earthquake resistance against earthquake pitch and roll, and is easy to disassemble and replace, especially when displaying tombstones at a stone store or once installed. An earthquake-resistant tomb structure suitable for moving to another cemetery or exchanging parts and an assembling method thereof are provided.
本発明の請求項1記載の耐震墓構造は、複数個の石材を重ねて構成される墓石構造の、下段の石と中段の石および上段の石の三段重ね部分を連結する構造であって、下段の石の上部中心に下段縦溝を形成し、この下段縦溝に連通して中段の石に上下に開孔した貫通孔を形成すると共に、この貫通孔を囲む中段の石の上面に、複数のスペーサーを取付け、更にこの上に重ねられる上段の石の底部中心に前記貫通孔と対向して連通する上段縦溝を形成し、これら下段縦溝と貫通孔および上段縦溝内にまたがって金属製の連結棒を挿着し、この連結棒は中間部に嵌合溝を設けた上部連結部と、下部連結部とを中間部材で長さ調整自在に一体に連結して構成され、前記下段の石の下段縦溝に連結棒の下部連結部を挿着して接着剤で固定し、中間部材と上部連結部の下部側を中段の石に開孔した貫通孔に位置させ、上部連結部を上段の石の上段縦溝内に位置させて、上部連結部の嵌合溝と対向する壁面にスリットを形成した筒状のキャップを前記上部連結部の上部側に着脱自在に被せて、このキャップの外周と前記上段の石に形成した上段縦溝の内側との間を接着剤で固定し、中段の石の上面とスペーサーを介して重ねた上段の石との間の隙間から前記キャップに形成したスリットを通して金属板で形成された板状のストッパーを挿入して、このストッパーを上部連結部の嵌合溝に着脱自在に嵌合したことを特徴とするものである。 The earthquake-resistant tomb structure according to claim 1 of the present invention is a structure in which a three-tiered portion of a lower stone, a middle stone, and an upper stone is connected in a tombstone structure formed by stacking a plurality of stone materials. A lower vertical groove is formed at the upper center of the lower stone, and a through hole is formed in the middle stone so as to communicate with the lower vertical groove. The upper stone is formed on the upper surface of the middle stone surrounding the through hole. A plurality of spacers are attached, and an upper vertical groove that communicates with the through hole is formed at the center of the bottom of the upper stone that is overlaid on the spacer, and straddles the lower vertical groove, the through hole, and the upper vertical groove. A metal connecting rod is inserted, and this connecting rod is configured by integrally connecting the upper connecting portion provided with a fitting groove in the intermediate portion and the lower connecting portion so that the length can be adjusted with an intermediate member, The lower connecting portion of the connecting rod is inserted into the lower vertical groove of the lower stone and fixed with an adhesive, and the intermediate member and The lower part of the joint part is located in the through-hole opened in the middle stone, the upper joint part is located in the upper vertical groove of the upper stone, and the slit is formed in the wall facing the fitting groove of the upper joint part. A cylindrical cap formed on the upper connecting portion is detachably covered and fixed between the outer periphery of the cap and the inside of the upper vertical groove formed in the upper stone with an adhesive, A plate-shaped stopper made of a metal plate is inserted through a slit formed in the cap from the gap between the upper surface of the stone and the upper stone stacked via a spacer, and this stopper is fitted to the upper connecting portion. It is characterized in that it is detachably fitted in the groove.
請求項2記載の耐震墓構造は、請求項1において、中段の石に開孔した貫通孔に挿着した上部連結部の下部外周と、前記貫通孔の内周との間に隙間充填材を着脱自在に嵌入させて連結棒を中段の石に固定したことを特徴とするものである。 The earthquake-resistant tomb structure according to claim 2 is the seismic tomb structure according to claim 1, wherein a gap filler is provided between the lower outer periphery of the upper connecting portion inserted into the through hole opened in the middle stone and the inner periphery of the through hole. The connecting rod is detachably fitted and the connecting rod is fixed to the middle stone.
請求項3記載の耐震墓構造は、請求項1において、板状のストッパーが、その長手方向に沿った片側に、連結棒の嵌合溝に嵌合するU形の溝を形成したことを特徴とするものである。 The earthquake-resistant grave structure according to claim 3 is characterized in that, in claim 1, the plate-like stopper is formed with a U-shaped groove that fits into the fitting groove of the connecting rod on one side along the longitudinal direction thereof. It is what.
本発明の請求項4記載の耐震墓構造の組立て方法は、(1)複数個の石材を重ねて構成される墓石構造の、下段の石と中段の石および上段の石の三段重ね部分を連結する耐震墓構造の組立て方法において、下段の石の上部中心に下段縦溝を形成し、この下段縦溝に連通して中段の石に上下に開孔した貫通孔を形成すると共に、この貫通孔を囲む中段の石の上面に複数のスペーサーを取付け、更にこの上に重ねられる上段の石の底部中心に前記貫通孔と対向して連通する上段縦溝を形成し、(2)中間部に嵌合溝を設けた上部連結部と、下部連結部とを中間部材で長さ調整自在に一体に連結して構成された金属製の連結棒の下部連結部を、下段の石の下段縦溝内に挿着して接着剤で固定し、(3)下段縦溝から突出した前記連結棒の中間部材と、嵌合溝を設けた上部連結部を、嵌合溝が中段の石の上面に位置するように、中段の石に開孔した貫通孔に貫通させて、中段の石を重ね、(4)次いで中段の石の上面から突出した連結棒の上部連結部の上部側に、ここを囲むように、上部を閉塞し下部を開口すると共に、前記嵌合溝と対向する壁面にスリットを形成した筒状のキャップを被せ、(5)次いでキャップのスリットを通して、ストッパーを連結棒の嵌合溝に着脱自在に嵌合して、連結棒とキャップを連結し、(6)次いで、上段の石の前記上段縦溝の内側上部に接着剤を充填するか、または前記キャップの上部に接着剤を入れた破損可能な容器を載せ、(7)次に、上段の石を下降させて、その接着剤を充填した上段縦溝の内側に、キャップをその上部側から挿入するか、また上段の石を下降させて、接着剤容器を載せたキャップをその上部側から挿入して、中段の石の上に重ね、この過程で接着剤が押出されて上段の石の上段縦溝とキャップとの間の隙間に充填されてキャップを固定することを特徴とするものである。 The method for assembling the seismic tomb structure according to claim 4 of the present invention is as follows. (1) A three-layered portion of a lower stone, a middle stone and an upper stone of a tombstone structure formed by stacking a plurality of stone materials. In the method of assembling the seismic tomb structure to be connected, a lower vertical groove is formed in the upper center of the lower stone, and a through hole is formed in the middle stone so as to communicate with the lower vertical groove. A plurality of spacers are attached to the upper surface of the middle stone surrounding the hole, and an upper vertical groove communicating with the through hole is formed at the center of the bottom of the upper stone superimposed thereon, and (2) in the middle portion The lower connecting part of the metal connecting rod, which is formed by integrally connecting the upper connecting part provided with the fitting groove and the lower connecting part with an intermediate member so that the length can be adjusted, is the lower vertical groove of the lower stone. (3) an intermediate member of the connecting rod protruding from the lower longitudinal groove; The upper connecting portion provided with the fitting groove is passed through the through hole opened in the middle stone so that the fitting groove is located on the upper surface of the middle stone, and the middle stone is stacked (4) A cylindrical shape in which an upper part is closed and a lower part is opened so as to surround the upper connecting part of the upper part of the connecting rod protruding from the upper surface of the middle stone, and a slit is formed on the wall facing the fitting groove. (5) Next, through the slit of the cap, the stopper is detachably fitted into the fitting groove of the connecting rod to connect the connecting rod and the cap. (6) Next, the upper step of the upper stone Fill the inner side of the flutes with adhesive, or place a breakable container with adhesive on the top of the cap. (7) Next, lower the upper stone and fill the adhesive. Insert the cap from the top side into the upper vertical groove, or Lower the step stone, insert the cap on which the adhesive container is placed from the upper side, overlap it on the middle stone, and in this process the adhesive is extruded and the upper vertical groove and cap of the upper stone The cap is fixed by being filled in the gap between the two.
請求項5記載の耐震墓構造の組立て方法は、請求項4において、接着剤容器が多数の孔が開孔した紙または軟質プラスチックで筒状に形成されていることを特徴とするものである。 The method for assembling the earthquake-resistant tomb structure according to claim 5 is characterized in that, in claim 4, the adhesive container is formed in a cylindrical shape with paper or soft plastic having a large number of holes.
請求項6記載の耐震墓構造の組立て方法は、請求項4において、連結棒の底部に、高さ調整用のアジャスターが取付けられていることを特徴とするものである。 The method for assembling the earthquake-resistant grave structure according to claim 6 is characterized in that, in claim 4, an adjuster for height adjustment is attached to the bottom of the connecting rod.
本発明に係る請求項1記載の耐震墓構造によれば、下段の石の下段縦溝に、連結棒の下部側が挿着され、この連結棒の中間を中段の石の貫通孔を貫通させて、連結棒の上部側を、上段の石に形成した上段縦溝の内側に挿着されて接着剤で固定されたキャップの内側に着脱自在に挿着し、中段の石と上段の石との間の隙間から金属板で形成されたストッパーを挿入して、この先端を前記キャップに形成したスリットを通して、連結棒の嵌合溝に着脱自在に嵌合して、連結棒とキャップを連結したので、下段と中段および上段の石が連結棒で一体に連結され、横揺れや縦揺れの地震が発生しても、中段や上段の石の移動や倒壊を確実に防止することができる。またストッパーを引き抜くことにより、連結棒とキャップとの連結が解除されて、下段と中段および上段の石を簡単に分離できるので、石材店で展示されている状態から墓地に設置する場合や、他の墓地に移転したり部品を交換する場合でも、運搬や組立が容易である。 According to the earthquake-resistant tomb structure according to claim 1 of the present invention, the lower side of the connecting rod is inserted into the lower vertical groove of the lower stone, and the middle of the connecting rod is passed through the through hole of the middle stone. The upper side of the connecting rod is removably inserted inside the upper vertical groove formed in the upper stone and fixed with an adhesive, so that the middle stone and the upper stone Because a stopper formed of a metal plate is inserted from the gap between them, this tip is detachably fitted into the fitting groove of the connecting rod through the slit formed in the cap, and the connecting rod and the cap are connected. The lower, middle and upper stones are connected together by connecting rods, and even if a roll or vertical earthquake occurs, the middle or upper stones can be reliably prevented from moving or collapsing. Also, by pulling out the stopper, the connection between the connecting rod and the cap is released, and the lower, middle and upper stones can be easily separated, so when installing in the graveyard from the state displayed in the stone store, etc. Even when moving to a graveyard or exchanging parts, it is easy to transport and assemble.
請求項2記載の耐震墓構造によれば、中段の石に開孔した貫通孔に挿着した上部連結部の下部外周と、前記貫通孔の内周との間に隙間充填材を嵌入させて固定したので、中段の石を確実に固定して耐震性を向上させることができる。 According to the earthquake-resistant tomb structure according to claim 2, the gap filler is inserted between the lower outer periphery of the upper connecting portion inserted in the through hole opened in the middle stone and the inner periphery of the through hole. Since it is fixed, the middle stone can be fixed securely and the earthquake resistance can be improved.
請求項3記載の耐震墓構造によれば、板状のストッパーが、その長手方向に沿った片側に連結棒の嵌合溝と嵌合するU形の溝が形成されているので、スリットの一方向から挿入して、連結棒の嵌合溝にワンタッチで嵌合させることができる。 According to the earthquake-resistant tomb structure according to claim 3, since the plate-like stopper is formed with the U-shaped groove that fits the fitting groove of the connecting rod on one side along the longitudinal direction, It can be inserted from the direction and fitted into the fitting groove of the connecting rod with one touch.
本発明に係る請求項4記載の耐震墓構造の組立て方法によれば、下段の石の下段縦溝に接着剤を充填して、連結棒の下部側を前記下段縦溝内に挿着して接着剤で固定してから、中段の石を重ね、更に連結棒の上部側を囲むように筒状のキャップを被せ、上段の石の予め接着剤を注入した上段縦溝の内側にキャップを挿入するか、またはキャップの上部に、接着剤を入れた破損可能な容器を載せて、上段の石を下降させることにより、接着剤が押出されて上段の石の上段縦溝とキャップ外周との間の隙間に充填されて上段の石とキャップが固定される。更に連結棒の嵌合溝に、上段の石に固定された筒状のキャップのスリットを通してストッパーを着脱自在に挿入することにより、嵌合溝とキャップが連結されるので、横揺れや縦揺れの地震が発生しても、中段や上段の石の移動や倒壊を確実に防止することができる。またストッパーを引き抜くことにより、連結棒とキャップとの連結が解除されて、下段と中段および上段の石が簡単に分離できるので、運搬や組立、交換が容易である。 According to the method for assembling the seismic tomb structure according to claim 4 of the present invention, the lower vertical groove of the lower stone is filled with the adhesive, and the lower side of the connecting rod is inserted into the lower vertical groove. After fixing with an adhesive, pile the middle stone, put a cylindrical cap so as to surround the upper side of the connecting rod, and insert the cap inside the upper vertical groove into which the adhesive is pre-injected with the upper stone Or place a breakable container with adhesive on top of the cap and lower the upper stone to push the adhesive between the upper vertical groove of the upper stone and the outer circumference of the cap The upper stone and cap are fixed by filling the gap. Furthermore, the fitting groove and the cap are connected by removably inserting the stopper into the fitting groove of the connecting rod through the slit of the cylindrical cap fixed to the upper stone. Even if an earthquake occurs, it is possible to reliably prevent the middle and upper stones from moving and collapsing. Further, by pulling out the stopper, the connection between the connecting rod and the cap is released and the lower, middle and upper stones can be easily separated, so that transportation, assembly and replacement are easy.
また請求項5記載の耐震墓構造の組立て方法によれば、接着剤容器が多数の孔が開孔した紙または軟質プラスチックで筒状に形成されているので、接着剤を充填したままの状態ではその粘性により孔から流出することがないが、上段の石を下げていくと上段縦溝で押されて容易に潰れ、速やかに孔から流出することができる。 Further, according to the method for assembling the earthquake-resistant tomb structure according to claim 5, since the adhesive container is formed in a cylindrical shape with paper or soft plastic having a large number of holes, in a state where the adhesive is still filled. It does not flow out of the hole due to its viscosity, but when the upper stone is lowered, it can be easily crushed by being pushed by the upper vertical groove and quickly flow out of the hole.
また請求項6記載の耐震墓構造の組立て方法によれば、金属製の連結棒の底部に、高さ調整用のアジャスターが取付けられているので、下段の石の下段縦溝の深さや中段の石の貫通孔の深さが多少変化しても、連結棒の嵌合溝の位置を、中段の石の上面に合わせて簡単に調整することができる。 According to the assembling method of the seismic tomb structure according to claim 6, since the height adjusting adjuster is attached to the bottom of the metal connecting rod, the depth of the lower vertical groove of the lower stone and the middle Even if the depth of the through hole of the stone changes somewhat, the position of the fitting groove of the connecting rod can be easily adjusted according to the upper surface of the middle stone.
以下本発明の実施の一形態を図1ないし図8を参照して詳細に説明する。図6において1は下段の石となる上台、2はこの上台1の上に重ねる中段の石となる蓮華、3は蓮華の上に重ねる上段の石となる棹石、4は金属製連結棒である。 Hereinafter, an embodiment of the present invention will be described in detail with reference to FIGS. In FIG. 6, 1 is an upper base that becomes a lower stone, 2 is a lotus that becomes a middle stone superimposed on the upper base 1, 3 is a meteorite that becomes an upper stone superimposed on the lotus, 4 is a metal connecting rod is there.
図1に示すように下段の石となる上台1の上部中心には、上部が開口した中空円筒状の下段縦溝6が形成され、この下段縦溝6を囲む上台1の上面にゴムなどの弾性材で形成された複数のスペーサー8が取付けられている。また中段の石となる蓮華2の中心には下段縦溝6と連通して上下に開孔した貫通孔9が形成されている。更にこの貫通孔9を囲む蓮華2の上面に図2に示すようにゴムなどの弾性材で形成された複数のスペーサー8が取付けられている。この蓮華2の上に重ねられる上段の石となる棹石3の底部中心に図6に示すように前記貫通孔9と連通する下部が開口した中空円筒状の上段縦溝10が形成されている。 As shown in FIG. 1, a hollow cylindrical lower vertical groove 6 having an open upper portion is formed at the upper center of the upper base 1 serving as a lower stone, and rubber or the like is formed on the upper surface of the upper base 1 surrounding the lower vertical groove 6. A plurality of spacers 8 made of an elastic material are attached. In addition, a through hole 9 is formed in the center of the lotus 2 which is a middle stage stone, which communicates with the lower vertical groove 6 and is opened up and down. Further, a plurality of spacers 8 made of an elastic material such as rubber are attached to the upper surface of the lotus 2 surrounding the through hole 9 as shown in FIG. As shown in FIG. 6, a hollow cylindrical upper vertical groove 10 having a lower portion communicating with the through-hole 9 is formed at the center of the bottom of the meteorite 3 that is an upper stone stacked on the lotus 2. .
また金属製の連結棒4は真鍮やステンレスなどの金属で形成され、図1に示すように中間部に環状の嵌合溝11を設けた円柱状の上部連結部4Aと、ボルトで形成された中間部材4Bと、下部連結部4Cとで構成されている。上部連結部4Aの下部と、下部連結部4Cの上部の中心にはねじ溝4D、4Dが形成され、ここに中間部材4Bに形成したねじ山4Eが螺合している。更に下部連結部4Cの下部の中心にはねじ溝4Dが形成され、ここにボルト状の高さ調整用のアジャスター12が螺合して、全体の長さや嵌合溝11の位置を調整できるようになっている。なお13は下部連結部4Cの外周に形成された環状のくびれ部である。 Further, the metal connecting rod 4 is made of a metal such as brass or stainless steel, and as shown in FIG. 1, it is formed of a cylindrical upper connecting portion 4A having an annular fitting groove 11 in the middle portion and a bolt. It is comprised by the intermediate member 4B and the lower connection part 4C. Screw grooves 4D and 4D are formed in the center of the lower part of the upper connecting part 4A and the upper part of the lower connecting part 4C, and the thread 4E formed in the intermediate member 4B is screwed into this. Further, a screw groove 4D is formed at the center of the lower portion of the lower connecting portion 4C, and a bolt-shaped height adjustment adjuster 12 is screwed into this so that the overall length and the position of the fitting groove 11 can be adjusted. It has become. Reference numeral 13 denotes an annular constriction formed on the outer periphery of the lower connecting portion 4C.
また前記連結棒4の円柱状をなす上部連結部4Aは、下部側に大径部14A、中間にこれよりやや外径の小さい中径部14Bが形成され、この境界部に段部14Cが形成され、この上方の中径部14Bの側面に嵌合溝11が形成され、更に上端側に、上方に向かって外径が縮小したテーパー面14Dが形成されている。 Further, the upper connecting portion 4A having a columnar shape of the connecting rod 4 is formed with a large diameter portion 14A on the lower side, an intermediate diameter portion 14B having a slightly smaller outer diameter in the middle, and a stepped portion 14C formed on this boundary portion. A fitting groove 11 is formed on the side surface of the upper middle diameter portion 14B, and a tapered surface 14D whose outer diameter is reduced upward is formed on the upper end side.
17は上部を閉塞し下部を開口した金属製のキャップで、前記連結棒4の上部連結部4Aの上部側に、ここを囲むように被せて段部14Cの上に支持したものである。更にキャップ17の下部側の両壁面には、図2に示すように前記嵌合溝11と対向する位置にスリット18、18が180度の間隔で形成されている。 Reference numeral 17 denotes a metal cap having an upper portion closed and a lower portion opened, and is supported on the upper portion 14C of the upper connecting portion 4A of the connecting rod 4 so as to surround the upper portion. Further, slits 18 and 18 are formed on both wall surfaces on the lower side of the cap 17 at positions facing the fitting groove 11 at intervals of 180 degrees as shown in FIG.
またキャップは、図1に示すように外周に複数のくびれ部13が間隔をおいて形成され、一番下のくびれ部13に発泡プラスチックで形成された弾性のあるパッド19が取付けられている。また貫通孔9の上部側内周と、上部連結部4Aの外周との間には、弾性材リングを複数に分割した隙間充填材27を嵌入されて連結棒4を固定するようになっている。 As shown in FIG. 1, the cap has a plurality of constricted portions 13 formed at intervals on the outer periphery, and an elastic pad 19 formed of foamed plastic is attached to the bottom constricted portion 13. Further, between the inner periphery of the upper side of the through hole 9 and the outer periphery of the upper connecting portion 4A, a gap filler 27 obtained by dividing the elastic material ring into a plurality of parts is fitted to fix the connecting rod 4. .
20は板状のストッパーで例えばステンレス鋼のバネ板で形成され、図3に示すように、その長手方向に沿った片側にU形の溝21を形成したもので、筒状のキャップ17のスリット18、18を通して、ストッパー20のU形の溝21を連結棒4の環状の嵌合溝11に嵌合させる。 Reference numeral 20 denotes a plate-like stopper, which is formed of, for example, a stainless steel spring plate. As shown in FIG. 3, a U-shaped groove 21 is formed on one side along the longitudinal direction. The U-shaped groove 21 of the stopper 20 is fitted into the annular fitting groove 11 of the connecting rod 4 through 18 and 18.
次に耐震墓構造を組立てる方法について説明する。図1に示すように予め下段の石となる上台1の上面中央に、上部が開口した中空円筒状の下段縦溝6を加工しておく。またこの上台1の上に重ねる中段の石となる蓮華2の中心に、下段縦溝6と連通する貫通孔9を開孔しておく。またこの蓮華2の上に重ねられる上段の石となる棹石3の底部中心に、図6に示すように前記貫通孔9と連通する下部が開口した中空円筒状の上段縦溝10を形成しておく。 Next, a method for assembling the earthquake-resistant tomb structure will be described. As shown in FIG. 1, a hollow cylindrical lower vertical groove 6 having an open upper portion is processed in advance at the center of the upper surface of the upper base 1 serving as a lower stone. Further, a through hole 9 communicating with the lower vertical groove 6 is opened at the center of the lotus 2 that is a middle stone stacked on the upper base 1. Further, as shown in FIG. 6, a hollow cylindrical upper vertical groove 10 having a lower opening communicating with the through-hole 9 is formed at the center of the bottom of the meteorite 3 which is an upper stone stacked on the lotus 2. Keep it.
次に図1に示すように上台1に加工した下段縦溝6の周囲の上面に、4個のゴムなどの弾性材で形成された複数のスペーサー8を接着剤で固定しておく。また連結棒4は下段縦溝6と上段縦溝10および貫通孔9の深さに応じて、ボルト状の中間部材4Bを捩じって上部連結部4Aと下部連結部4Cの間隔を調整し、嵌合溝11が蓮華2の上面に位置するように長さを調整しておく。 Next, as shown in FIG. 1, a plurality of spacers 8 made of an elastic material such as four rubbers are fixed to the upper surface around the lower vertical groove 6 processed into the upper base 1 with an adhesive. Further, the connecting rod 4 adjusts the distance between the upper connecting portion 4A and the lower connecting portion 4C by twisting the bolt-shaped intermediate member 4B according to the depth of the lower vertical groove 6, the upper vertical groove 10 and the through hole 9. The length is adjusted so that the fitting groove 11 is positioned on the upper surface of the lotus flower 2.
次に、連結棒4の下部連結部4Cを上台1の下段縦溝6内に挿入して、高さ調整用のアジャスター12で連結棒4の取付け位置を微調整した後、粘性のあるペースト状の接着剤23を下段縦溝6内に充填して連結棒4の下部連結部4Cを固定する。この場合、下部連結部4Cの外周には複数のくびれ部13が形成され、更にボルト状のアジャスター12が取付けられているので、この凹凸部に接着剤23が回り込んで、硬化してくると確実に固定される。 Next, the lower connecting portion 4C of the connecting rod 4 is inserted into the lower vertical groove 6 of the upper base 1, and the attachment position of the connecting rod 4 is finely adjusted with the height adjusting adjuster 12, and then a viscous paste is formed. Is filled in the lower vertical groove 6 and the lower connecting portion 4C of the connecting rod 4 is fixed. In this case, since a plurality of constricted portions 13 are formed on the outer periphery of the lower connecting portion 4C, and the bolt-shaped adjuster 12 is further attached, the adhesive 23 goes around the uneven portion and hardens. Securely fixed.
次に上台1の上に蓮華2を重ねて、下段縦溝6から上方に突出した連結棒4の中間部材4Bと上部連結部4Aを蓮華2の貫通孔9に貫通させる。次に図2に示すように貫通孔9の周囲の、蓮華2の上面にゴムなどの弾性材で形成された複数のスペーサー8を接着剤で固定する。次に図1に示すように連結棒4の上部連結部4Aにキャップ17を被せて、その下部を大径部14Aの上の段部14Cで支持すると共に、スリット18、18を横方向に位置させてセットする。 Next, the lotus flower 2 is stacked on the upper base 1, and the intermediate member 4 </ b> B and the upper connection portion 4 </ b> A of the connecting rod 4 protruding upward from the lower vertical groove 6 are passed through the through hole 9 of the lotus flower 2. Next, as shown in FIG. 2, a plurality of spacers 8 formed of an elastic material such as rubber are fixed to the upper surface of the lotus 2 around the through hole 9 with an adhesive. Next, as shown in FIG. 1, the upper connecting portion 4A of the connecting rod 4 is covered with a cap 17, and the lower portion thereof is supported by the step portion 14C on the large diameter portion 14A, and the slits 18 and 18 are positioned in the lateral direction. Let me set.
キャップ17の外周には、その下部側に発泡プラスチックテープなどで形成されたパッド19を巻き付けて接着剤で接着する。なおパッド19Aは放射状に切り込みが形成されている。次に貫通孔9の上部側内周と、上部連結部4Aの外周との間に、弾性材リングを複数に分割した隙間充填材27を嵌入して連結棒4を固定する。 A pad 19 formed of foamed plastic tape or the like is wound around the outer periphery of the cap 17 and bonded with an adhesive. The pad 19A is radially cut. Next, a gap filler 27 obtained by dividing the elastic material ring into a plurality of pieces is inserted between the upper inner periphery of the through hole 9 and the outer periphery of the upper connecting portion 4A to fix the connecting rod 4.
次に図3に示すように、筒状のキャップ17のスリット18、18に長いストッパー20を差し込んで、このU形の溝21を連結棒4の上部連結部4Aに形成した嵌合溝11に嵌合させる。この後、図4に示すように棹石3を横にして、横になった上段縦溝10の開口部から所定量の粘性のあるペースト状の接着剤23を奥に注入する。 Next, as shown in FIG. 3, a long stopper 20 is inserted into the slits 18, 18 of the cylindrical cap 17, and this U-shaped groove 21 is formed in the fitting groove 11 formed in the upper connecting portion 4 </ b> A of the connecting rod 4. Fit. Thereafter, as shown in FIG. 4, the meteorite 3 is placed sideways, and a predetermined amount of viscous paste-like adhesive 23 is poured into the back from the opening of the upper vertical groove 10 that lies.
この後、図5に示すように棹石3を立てて、図示しないクレーンで吊り上げた状態から次第に下降させて、上段縦溝10内にキャップ17をその上部側から挿入していく。上段縦溝10内に注入した接着剤23は粘性があるので棹石3を立てても流下しない。棹石3を下げていくと、上段縦溝10の天井面に注入されていた接着剤23が押し出されて、上段縦溝10とキャップ17との間の隙間に順次充填されていく。 Thereafter, as shown in FIG. 5, the meteorite 3 is erected and gradually lowered from the state of being lifted by a crane (not shown), and the cap 17 is inserted into the upper vertical groove 10 from the upper side. Since the adhesive 23 injected into the upper vertical groove 10 is viscous, it does not flow down even if the meteorite 3 is erected. As the meteorite 3 is lowered, the adhesive 23 injected into the ceiling surface of the upper vertical groove 10 is pushed out, and the gap between the upper vertical groove 10 and the cap 17 is sequentially filled.
更に棹石3を下げていくと、図6に示すように蓮華2の上に、スペーサー8を介して重ねた状態となる。この結果、上段縦溝10とキャップ17との間に接着剤23が充填され、パッド19で止められて、接着剤23の流出が阻止された状態で、時間の経過と共に接着剤23がパテ状に硬化してくる。接着剤23が硬化してキャップ17が上段縦溝10内に固定されたら、ステンレス製のバネ材で形成された板状のストッパー20を、蓮華2と棹石3との間の隙間26から横方向に引き出す。 When the meteorite 3 is further lowered, as shown in FIG. 6, it is overlaid on the lotus flower 2 via the spacer 8. As a result, the adhesive 23 is filled between the upper vertical groove 10 and the cap 17 and is stopped by the pad 19 so that the adhesive 23 is prevented from flowing out. Will harden. When the adhesive 23 is cured and the cap 17 is fixed in the upper vertical groove 10, the plate-like stopper 20 formed of a stainless steel spring material is moved laterally from the gap 26 between the lotus 2 and the meteorite 3. Pull in the direction.
この後、図7に示すように棹石3の幅より短いステンレス製のバネ材で形成されたストッパー20を隙間26から差し込んで、U形の溝21を連結棒4のリング状の嵌合溝11内に嵌合させる。この後、蓮華2と底面の周囲に図示しないパテを詰めて上台1と蓮華2との間の隙間26の周囲を塞いでから、棹石3の底面の周囲にパテを詰めて蓮華2との間の隙間26の周囲を塞いで完成させる。 After that, as shown in FIG. 7, a stopper 20 formed of a stainless spring material shorter than the width of the meteorite 3 is inserted from the gap 26, and the U-shaped groove 21 is connected to the ring-shaped fitting groove of the connecting rod 4. 11 is fitted. After this, a putty (not shown) is packed around the lotus 2 and the bottom surface to close the gap 26 between the upper base 1 and the lotus 2, and then the putty is packed around the bottom surface of the meteorite 3 The periphery of the gap 26 is closed and completed.
このように組立てた耐震墓構造は、図6に示すように接着剤23が硬化すると、上台1の下段縦溝6内に固定した連結棒4と、棹石3の上段縦溝10内に固定したキャップ17とが、ストッパー20を介して連結され、この間の蓮華2が挟持された構造になる。この結果、上台1と蓮華2、棹石3の三段積み重ね部分が連結棒4を介して一体に連結され、横揺れの地震が発生しても、棹石3や蓮華2の横移動や倒壊を確実に防止することができる。 The seismic tomb structure thus assembled is fixed in the upper vertical groove 10 of the connecting rod 4 fixed in the lower vertical groove 6 of the upper base 1 and the upper vertical groove 10 of the meteorite 3 when the adhesive 23 is cured as shown in FIG. The cap 17 is connected via the stopper 20, and the lotus flower 2 is sandwiched therebetween. As a result, the three-stage stack of the upper base 1, the lotus flower 2 and the meteorite 3 is connected together via the connecting rod 4, and the lateral movement and collapse of the meteorite 3 and the lotus flower 2 even if a rolling earthquake occurs. Can be reliably prevented.
また縦揺れの地震が発生しても、板状のストッパー20により、キャップ17のスリット18、18と、上台1に固定された連結棒4の嵌合溝11とが連結されているので、棹石3の浮き上がりが阻止される。また棹石3が僅かに浮き上がったとしてもストッパー20はバネ材で形成されているので、その弾性により復帰して棹石3の倒壊を確実に防止することができる。 Even if a vertical earthquake occurs, the slits 18 and 18 of the cap 17 and the fitting groove 11 of the connecting rod 4 fixed to the upper base 1 are connected by the plate-like stopper 20. The stone 3 is prevented from lifting. Even if the meteorite 3 is slightly lifted, the stopper 20 is formed of a spring material, so that it can be restored by its elasticity and reliably prevented from collapsing.
また石材店で展示されている状態では、図3に示すようにストッパー20は長いものを取付け、棹石3の底面の周囲にはパテを充填しない状態にしておく。石材店で展示されている墓石が販売されて墓地に運搬する場合には、長いストッパー20をスリット18、18から抜いて、上台1と、蓮華2、棹石3との連結を解除する。次に図示しないクレーンで棹石3を持ち上げると、図8に示すように棹石3と共にキャップ17が上昇して、連結棒4から外れ、棹石3だけが持ち上げられる。この後、隙間充填材27と蓮華2、上台1の順に取り外していく。 In the state exhibited at the stone store, a long stopper 20 is attached as shown in FIG. 3, and the periphery of the bottom surface of the meteorite 3 is not filled with putty. When the tombstones displayed at the stone store are sold and transported to the cemetery, the long stopper 20 is removed from the slits 18 and 18 to release the connection between the upper base 1, the lotus flower 2 and the meteorite 3. Next, when the meteorite 3 is lifted by a crane (not shown), the cap 17 rises together with the meteorite 3 as shown in FIG. 8, and is detached from the connecting rod 4, and only the meteorite 3 is lifted. Thereafter, the gap filler 27, the lotus flower 2 and the upper base 1 are removed in this order.
このように上台1と蓮華2、棹石3を分解して墓地に運搬し、設置場所で上台1を設置してから上記と逆の手順で、蓮華2を吊り下げてきて、上台1の上面から突出した連結棒4を貫通させる。この後、図7に示す短い板状のストッパー20を差し込んで、キャップ17のスリット18、18を貫通させて、U形の溝21をリング状の嵌合溝11に嵌合させて一体に連結する。次に、棹石3を吊り下げてきて、棹石3に取付けたキャップ17の内側に連結棒4を挿入して蓮華2の上に重ねる。この後、棹石3の底面の周囲にパテを詰めて蓮華2との間の隙間26の周囲を塞いで雨水の浸入を防いで耐震構造を完成させる。 In this way, the upper base 1, the lotus flower 2 and the meteorite 3 are disassembled and transported to the cemetery. After the upper base 1 is installed at the installation location, the lotus flower 2 is suspended in the reverse procedure to the above, and the upper surface of the upper base 1 is The connecting rod 4 projecting from is penetrated. Thereafter, the short plate-like stopper 20 shown in FIG. 7 is inserted, the slits 18 and 18 of the cap 17 are inserted, and the U-shaped groove 21 is fitted into the ring-shaped fitting groove 11 to be integrally connected. To do. Next, the meteorite 3 is suspended, and the connecting rod 4 is inserted inside the cap 17 attached to the meteorite 3 so as to overlap the lotus 2. After that, a putty is packed around the bottom surface of the meteorite 3 to block the periphery of the gap 26 between the lotus 2 and prevent the intrusion of rainwater to complete the earthquake resistant structure.
図9ないし図12は本発明の異なる他の実施の形態を示すもので、図9に示すように、接着剤23を上台1の下段縦溝6内に充填してから、連結棒4を挿入してその下部連結部4Cを固定した後、上台1から突出した連結棒4の中間部材4Bと上部連結部4Aを蓮華2の貫通孔9に貫通させ、次に貫通孔9の上部側内周と、上部連結部4Aの外周との間に、弾性材リングを複数に分割した隙間充填材27を嵌入して連結棒4を固定してからストッパー20で連結するまでは前述と同様である。 9 to 12 show another embodiment of the present invention. As shown in FIG. 9, the adhesive 23 is filled in the lower vertical groove 6 of the upper base 1 and the connecting rod 4 is inserted. Then, after fixing the lower connecting portion 4C, the intermediate member 4B and the upper connecting portion 4A of the connecting rod 4 protruding from the upper base 1 are passed through the through hole 9 of the lotus flower 2, and then the upper inner circumference of the through hole 9 The gap filling material 27 obtained by dividing the elastic material ring into a plurality of portions is inserted between the upper connecting portion 4A and the outer periphery of the upper connecting portion 4A until the connecting rod 4 is fixed and then connected by the stopper 20 as described above.
キャップ17の外周には、その下部側に発泡プラスチックテープなどで形成されたパッド19Aを巻き付けて接着剤で接着すると共に、キャップ17の上部外周に発泡プラスチックテープなどで形成されたパッド19Bを巻き付けて上下動自在に支持させておく。なおパッド19Aは放射状に切り込みが形成されている。 A pad 19A formed of foamed plastic tape or the like is wound around the outer periphery of the cap 17 and bonded with an adhesive, and a pad 19B formed of foamed plastic tape or the like is wound around the upper periphery of the cap 17. It is supported so that it can move up and down. The pad 19A is radially cut.
キャップ17の上には、壁面に多数の孔25を開孔した紙製の容器24を載せる。次にこの容器24に接着剤23を所定量充填する。接着剤23を充填したままの状態ではその粘性により孔25から流出することがない。 On the cap 17, a paper container 24 having a large number of holes 25 in the wall surface is placed. Next, the container 24 is filled with a predetermined amount of the adhesive 23. In a state where the adhesive 23 is still filled, it does not flow out of the hole 25 due to its viscosity.
この後、図10に示すように図示しないクレーンで吊り上げた状態から次第に下降させて、上段縦溝10内にキャップ17の上に載せた紙製の容器24を上部側から挿入していく。棹石3を下げていくと、紙製の容器24の上部が上段縦溝10の天井面に押し潰されて内部の接着剤23が孔25から流れ出し、上段縦溝10とキャップ17との間の隙間に順次充填されていき、図11に示すようにキャップ17は上段縦溝10内に固定される。この時、上段縦溝10とキャップ17との間の隙間にはパッド19Bが上下に摺動自在に取付けられて隙間の下部が塞がれているので、接着剤23の下降に伴ってパッド19Bも下降して接着剤23が流れ出すことがない。 Thereafter, as shown in FIG. 10, the paper container 24 placed on the cap 17 is inserted into the upper vertical groove 10 from the upper side while being gradually lowered from the state of being lifted by a crane (not shown). When the meteorite 3 is lowered, the upper portion of the paper container 24 is crushed by the ceiling surface of the upper vertical groove 10, and the internal adhesive 23 flows out from the hole 25, and between the upper vertical groove 10 and the cap 17. The cap 17 is fixed in the upper vertical groove 10 as shown in FIG. At this time, since the pad 19B is slidably mounted in the gap between the upper vertical groove 10 and the cap 17 and the lower part of the gap is closed, the pad 19B is lowered as the adhesive 23 is lowered. And the adhesive 23 does not flow out.
石材店で展示されている墓石が販売されて墓地に運搬する場合には、長いストッパー20をスリット18、18から抜いて、上台1と、蓮華2、棹石3との連結を解除する。次に図示しないクレーンで棹石3を持ち上げると、図12に示すように棹石3と共にキャップ17が上昇して、連結棒4から外れ、棹石3だけが持ち上げられる。この後、隙間充填材27、蓮華2、上台1の順に取り外していく。 When the tombstones displayed at the stone store are sold and transported to the cemetery, the long stopper 20 is removed from the slits 18 and 18 to release the connection between the upper base 1, the lotus flower 2 and the meteorite 3. Next, when the meteorite 3 is lifted by a crane (not shown), the cap 17 is lifted together with the meteorite 3 as shown in FIG. 12, and is detached from the connecting rod 4, and only the meteorite 3 is lifted. Thereafter, the gap filler 27, the lotus 2 and the upper base 1 are removed in this order.
なお上記説明では、中段の石として蓮華1を重ねた場合について示したが、この代わりにスリンを中段の石とした構造でも良い。また図13は他の実施の形態を示すもので、下台28の上に上台1を重ね、この上に蓮華2を介して棹石3を重ね、更にこの上に丸石29と笠30を重ねた墓石構造において、上台1と蓮華2および棹石3の三段重ね部分と、棹石3と丸石29および笠30の三段重ね部分にそれぞれ連結棒4で連結したものにも適用することができる。なお上記説明に限らず、三段重ね部分であれば、どの構造の連結にも適用することができる。 In the above description, the case where the lotus flower 1 is stacked as the middle stone is shown, but a structure in which the slin is used as the middle stone may be used instead. FIG. 13 shows another embodiment, in which an upper base 1 is overlaid on a lower base 28, a meteorite 3 is overlaid thereon via a lotus flower 2, and a cobblestone 29 and a cap 30 are overlaid thereon. In the tombstone structure, it can also be applied to a structure in which the upper base 1 and the three-tiered portion of the lotus flower 2 and the meteorite 3 and the three-tiered portion of the meteorite 3, the cobblestone 29 and the cap 30 are connected by the connecting rod 4 respectively. . The present invention is not limited to the above description, and any structure can be applied as long as it is a three-tiered portion.
また連結棒4を断面円形の場合について説明したが、断面四角形など多角形状のものでも良く、またキャップも、これに合わせた断面多角形状のものでも良い。またキャップ17の外周に取り付けるパッド19A、19Bは、発泡プラスチックで形成されたものに限らず、ガスケットや不織布、0リングなどを用いても良い。またストッパー20は上記構造に限らず、嵌合溝11とキャップ17を連結できる構造であれば他の構造でも良い。 Further, although the case where the connecting rod 4 has a circular cross section has been described, a polygonal shape such as a quadrangular cross section may be used, and the cap may have a polygonal cross section corresponding to this. Further, the pads 19A and 19B attached to the outer periphery of the cap 17 are not limited to those made of foamed plastic, and gaskets, nonwoven fabrics, O-rings, or the like may be used. Further, the stopper 20 is not limited to the above structure, but may have another structure as long as the fitting groove 11 and the cap 17 can be connected.
また接着剤23は孔25を形成した紙製の容器24に充填した場合について示したが、紙製に限らず、薄いプラスチック容器など破損可能な容器であれば良く、またプラスチックの袋に所定量の接着剤23を予め充填しておいたものを用いても良い。このように棹石3の上段縦溝10が深い場合には、接着剤23を充填した容器を用いるのが好ましいが、上段縦溝10が浅い場合には直接、注入しても良い。 The adhesive 23 is shown in the case where it is filled in a paper container 24 in which holes 25 are formed. However, the adhesive 23 is not limited to paper and may be a fragile container such as a thin plastic container. Alternatively, a pre-filled adhesive 23 may be used. As described above, when the upper vertical groove 10 of the meteorite 3 is deep, it is preferable to use a container filled with the adhesive 23. However, when the upper vertical groove 10 is shallow, the container may be directly injected.
1 上台
2 蓮華
3 棹石
4 連結棒
4A 上部連結部
4B 中間部材
4C 下部連結部
6 下段縦溝
8 スペーサー
9 貫通孔
10 上段縦溝
11 嵌合溝
12 アジャスター
13 くびれ部
17 キャップ
18 スリット
19 パッド
20 ストッパー
21 U形の溝
23 接着剤
24 容器
25 孔
26 隙間
27 隙間充填材
28 下台
29 丸石
30 笠
1 upper platform
2 Lotus
3 Meteorite
4 connecting rods
4A Upper connection part
4B Intermediate member 4C Lower connecting part 6 Lower vertical groove
8 Spacer
9 Through hole
10 Upper vertical groove
11 Fitting groove
12 Adjuster
13 Constriction
17 Cap
18 slits
19 Pad
20 Stopper
21 U-shaped groove
23 Adhesive
24 containers
25 holes
26 Clearance
27 Gap Filler 28 Lower Base
29 Cobblestone
30 shades
Claims (6)
(2)中間部に嵌合溝を設けた上部連結部と、下部連結部とを中間部材で長さ調整自在に一体に連結して構成された金属製の連結棒の下部連結部を、下段の石の下段縦溝内に挿着して接着剤で固定し、
(3)下段縦溝から突出した前記連結棒の中間部材と、嵌合溝を設けた上部連結部を、嵌合溝が中段の石の上面に位置するように、中段の石に開孔した貫通孔に貫通させて、中段の石を重ね、
(4)次いで中段の石の上面から突出した連結棒の上部連結部の上部側に、ここを囲むように、上部を閉塞し下部を開口すると共に、前記嵌合溝と対向する壁面にスリットを形成した筒状のキャップを被せ、
(5)次いでキャップのスリットを通して、ストッパーを連結棒の嵌合溝に着脱自在に嵌合して、連結棒とキャップを連結し、
(6)次いで、上段の石の前記上段縦溝の内側上部に接着剤を充填するか、または前記キャップの上部に接着剤を入れた破損可能な容器を載せ、
(7)次に、上段の石を下降させて、その接着剤を充填した上段縦溝の内側に、キャップをその上部側から挿入するか、また上段の石を下降させて、接着剤容器を載せたキャップをその上部側から挿入して、中段の石の上に重ね、この過程で接着剤が押出されて上段の石の上段縦溝とキャップとの間の隙間に充填されてキャップを固定することを特徴とする耐震墓構造の組立て方法。 (1) In the method of assembling an earthquake-resistant tomb structure in which a lower stone, a middle stone, and an upper stone are connected to each other in a tombstone structure composed of a plurality of stones, the upper center of the lower stone A lower vertical groove is formed, and a through hole is formed in the middle stone communicating with the lower vertical groove, and a plurality of spacers are attached to the upper surface of the middle stone surrounding the through hole. Forming an upper vertical groove that communicates with the through hole at the center of the bottom of the upper stone that is stacked on top of this,
(2) The lower connecting portion of the metal connecting rod formed by integrally connecting the upper connecting portion having the fitting groove in the intermediate portion and the lower connecting portion so as to be adjustable in length by the intermediate member, Inserted in the lower vertical groove of the stone and fixed with adhesive,
(3) The intermediate member of the connecting rod protruding from the lower vertical groove and the upper connecting portion provided with the fitting groove were opened in the middle stone so that the fitting groove is located on the upper surface of the middle stone. Penetration through the through hole, pile the middle stone,
(4) Next, on the upper side of the upper connecting part of the connecting rod protruding from the upper surface of the middle stone, the upper part is closed and the lower part is opened so as to surround the upper part, and a slit is formed on the wall surface facing the fitting groove. Cover the formed cylindrical cap,
(5) Next, through the slit of the cap, the stopper is detachably fitted into the fitting groove of the connecting rod, and the connecting rod and the cap are connected,
(6) Next, an adhesive is filled in the upper part of the upper vertical groove of the upper stone, or a breakable container with an adhesive is placed on the upper part of the cap,
(7) Next, the upper stone is lowered and a cap is inserted into the upper vertical groove filled with the adhesive from its upper side, or the upper stone is lowered to remove the adhesive container. Insert the placed cap from the upper side and place it on the middle stone, and in this process, the adhesive is extruded and filled in the gap between the upper vertical groove of the upper stone and the cap to fix the cap A method for assembling an earthquake-resistant tomb structure characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2008022565A JP2009180061A (en) | 2008-02-01 | 2008-02-01 | Aseismic grave structure and its assembling method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2008022565A JP2009180061A (en) | 2008-02-01 | 2008-02-01 | Aseismic grave structure and its assembling method |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2009180061A true JP2009180061A (en) | 2009-08-13 |
Family
ID=41034246
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2008022565A Pending JP2009180061A (en) | 2008-02-01 | 2008-02-01 | Aseismic grave structure and its assembling method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2009180061A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011013829A1 (en) | 2009-07-31 | 2011-02-03 | 本田技研工業株式会社 | Vehicle |
-
2008
- 2008-02-01 JP JP2008022565A patent/JP2009180061A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011013829A1 (en) | 2009-07-31 | 2011-02-03 | 本田技研工業株式会社 | Vehicle |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10465374B2 (en) | Frame structure and method of constructing frame structure | |
JP5420030B1 (en) | Wooden pole installation structure | |
US9200467B2 (en) | Stacking base system for temporary posts | |
JP2010185233A (en) | Structure for reinforcing balustrade of stone bridge | |
JP2009180061A (en) | Aseismic grave structure and its assembling method | |
CA2804702C (en) | A fence post assembly | |
CN206360377U (en) | The mounting structure of precast concrete wall column | |
JP4840941B2 (en) | Seismic grave structure and its assembly method | |
JP5002045B2 (en) | Building basic structure | |
KR101530062B1 (en) | Support fence for architecture | |
JP2016050423A (en) | Rainwater storage tank | |
JP6209911B2 (en) | Method of rebuilding a structure having an underground structure and underground structure | |
JP7197879B2 (en) | Falling rock protection fence | |
JP5635173B2 (en) | Wooden pole support device | |
KR101853185B1 (en) | Pile grouting device for enhanced friction of skin | |
JP4592497B2 (en) | Prop base structure | |
AU2006201409A1 (en) | Stump Former | |
JP3088682U (en) | Seismic tomb | |
JP2008095409A (en) | Aseismatic grave structure and its assembling method | |
JP2010261181A (en) | Implement for reinforcing pile head of prefabricated pile | |
JP3208102U (en) | Outdoor structure | |
JP2016061116A (en) | Foundation pile, method for installing foundation pile, and method for constructing solar panel | |
JP2008045291A (en) | Assembling method for earthquake-proof tomb structure | |
JP2015017401A (en) | Construction method of base isolated building and short column member used in construction method of base isolated building | |
JP7142615B2 (en) | Exterior pillar support device and exterior pillar support method |