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JP4226567B2 - Tomb waterproof structure - Google Patents
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JP4226567B2 - Tomb waterproof structure - Google Patents

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JP4226567B2
JP4226567B2 JP2005119830A JP2005119830A JP4226567B2 JP 4226567 B2 JP4226567 B2 JP 4226567B2 JP 2005119830 A JP2005119830 A JP 2005119830A JP 2005119830 A JP2005119830 A JP 2005119830A JP 4226567 B2 JP4226567 B2 JP 4226567B2
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box
circumferential groove
foundation stone
stone
hole
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JP2006214262A (en
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祥幸 宮村
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金沢石材株式会社
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この発明は、納骨室内の結露水の滴下や納骨室への雨水の浸入を防止した墓の構造に関するものである。   The present invention relates to a tomb structure that prevents dripping of condensed water in the ossuary chamber and intrusion of rainwater into the ossuary chamber.

我が国の墓は、土台、箱、上台、竿などと呼ばれる石材を積み重ねて作られている。積み重ねた墓石の内側に納骨室を作る方法として、古くは上下に貫通する空所を設けた石の上面をその上に積み重ねる石で塞いで納骨室を形成する構造が一般的であったが、石に空所を穿つ機械や内面を研磨する機械の普及により、箱と呼ばれる石の底面を四角く穿って天井を一体に備えた納骨室を形成する構造が一般的となっている。箱の前面には、骨を収める開口が設けられている。   Japan's tombs are made by stacking stones called foundations, boxes, upper bases, and coffins. As a method of creating an ossuary chamber inside the stacked tombstones, in the old days, the structure of forming the ossuary chamber by closing the upper surface of the stone provided with a void penetrating up and down with stones stacked on it was common, With the widespread use of a machine that pierces a stone and a machine that polishes the inner surface, a structure that forms a ossuary chamber that is called a box and has a ceiling integrally formed by making a square bottom surface of the stone is known. An opening for receiving a bone is provided on the front surface of the box.

箱は、中央部に四角い貫通孔を設けた土台と呼ばれる石の上に載置され、この土台の貫通孔と箱に穿った空所とにより、土の底と、側壁と一体の石でできた天井面とを持った納骨室が形成される。土台上には、箱の前面に接して香台や花台が設置され、箱の前面に設けた開口は、これらの石材によって閉鎖される。   The box is placed on a stone called a base with a square through-hole in the center, and is made of stone that is integrated with the bottom of the soil and the side wall by the through-hole in this base and the space drilled in the box. A ossuary chamber with a ceiling surface is formed. On the base, an incense stand and a flower stand are installed in contact with the front of the box, and the opening provided on the front of the box is closed by these stone materials.

日本の墓は、角孔や角柱などの六面体形状を基本にして作られており、納骨室を形成するために箱1に設けられる空所も六面体形状である。すなわち、互いに平行な前後及び左右の壁面と、これらの壁面に直交する水平な天井面とによって形成されている。   Japanese tombs are made on the basis of hexahedral shapes such as square holes and prisms, and the space provided in the box 1 to form the ossuary chamber is also hexahedral. That is, they are formed by front and rear wall surfaces that are parallel to each other and horizontal ceiling surfaces that are orthogonal to these wall surfaces.

また、納骨室に雨水が侵入するのを防止する構造として、土台の貫通孔の周縁部上面に当該貫通孔を囲む突条を一体に削り出して、箱の空所をこの突条の外側に嵌合する寸法として、雨水が土台石6と箱1の継目に侵入しても、前記突条によって当該雨水が納骨室内に流入するのを防止した構造が提供されている。
特開2000‐204793号公報
In addition, as a structure to prevent rainwater from entering the ossuary chamber, the ridge surrounding the through hole is cut out integrally on the upper surface of the peripheral edge of the through hole of the base, and the empty space of the box is placed outside this ridge. As a fitting size, even if rainwater enters the joint between the foundation stone 6 and the box 1, a structure is provided in which the rainwater is prevented from flowing into the ossuary chamber by the protrusions.
JP 2000-204793 A

上記のような従来構造の墓では、納骨室の天井面に結露した水滴が納骨室に収められた骨壷等の上に滴下する。また、従来の防水構造における突条は、納骨室となる孔の周囲を残して土台の上面全体を突条の高さ分だけ削り落とす必要があり、この削り落した面に凹凸やうねりがあると、この上に載せた箱や花台ががたついたり、土台との間に隙間を生じたりするため、正確な平面に削り落さなければならない。この作業は、サンダー等を用いて行われるが、大変な労力を必要とする問題があった。   In the tomb of the conventional structure as described above, water droplets condensed on the ceiling surface of the ossuary chamber are dropped onto the urn etc. stored in the ossuary chamber. In addition, the protrusions in the conventional waterproof structure need to scrape the entire upper surface of the base by the height of the protrusions, leaving the periphery of the hole that becomes the osteotomy chamber, and there are irregularities and undulations on the scraped surface. Then, the box or flower stand placed on this will rattle or create a gap between it and the base, so it must be scraped off to an accurate plane. Although this operation is performed using a sander or the like, there is a problem that requires a great amount of labor.

この発明は、上記のような問題を解決するためになされたもので、納骨室の天井に結露した水が骨壷等の上に滴下することなく墓石の外に導かれ、また土台とその上に設けた箱や花台との隙間から納骨室内に雨水が浸入するのを防止した墓の構造を提供することを課題としている。   The present invention has been made to solve the above problems, and water condensed on the ceiling of the ossuary chamber is led out of the tombstone without dripping onto the urn etc. The object is to provide a tomb structure that prevents rainwater from entering the ossuary chamber through the gap between the box and flower stand.

この発明では、箱となる石材1に穿つ空所2の天井面3aをドーム形の中高面とすることにより、納骨室の天井面からの結露水の滴下を防止している。すなわち、納骨室の天井面で凝集した結露水は、落下する前に斜面や円弧面に沿って下方に流れ、内壁面に沿って流下するから、納骨室内の骨壷等への結露水の滴下が防止できる。 In this invention, the dripping of condensed water from the ceiling surface of the ossuary chamber is prevented by making the ceiling surface 3a of the space 2 drilled in the stone material 1 which becomes a box into a dome-shaped medium-high surface. That is, the condensed water condensed on the ceiling surface of the ossuary chamber flows downward along the slope and arc surface before dropping, and flows down along the inner wall surface. Can be prevented.

本願の請求項1の発明に係る墓は、土台に積重する石材(箱)1の底面から天井面を備えた空所2を削成して当該空所を納骨室とした墓において、空所2の天井面3aが、最も高い中央部から四方へ凹曲面となって流れるドーム形の中高面であり、当該ドーム形の天井面3aは、円弧面3bによって周囲の内壁面4に滑らかに連結されていることを特徴とするものである。 The grave according to the invention of claim 1 of the present application is a grave where a void 2 having a ceiling surface is formed from the bottom surface of a stone (box) 1 stacked on a base and the void is used as a ossuary chamber. where 2 of the ceiling surface 3a is Ri highest convex surface der domed flowing a concave surface from the central portion to the four directions, the ceiling surface 3a of the dome shaped, smooth inner wall 4 surrounding the circular arc surface 3b It is characterized by being connected to .

天井面の形状としては、結露水が最短距離で内壁面に到達できる形状が最も好ましく、四方に傾斜するドーム形が最も良い。結露水は、天井面を伝って流れる間に流路上にある結露水を凝集して大きくなり落下しやすくなるので、この点を考慮すれば、内壁面に近い周辺部で勾配が急になるドーム形が好ましい。 The shape of the ceiling surface, condensed water is most preferably shaped to reach the inner wall surface in the shortest distance, de chromatography domed you inclined in four directions is the best. Condensed water aggregates the condensed water on the flow path while flowing along the ceiling surface, and it becomes easy to fall. Therefore, considering this point, the dome has a steep slope near the inner wall surface. Shape is preferred.

好ましい構造の墓では、土台石6に形成された納骨室の下半部となる四角い貫通孔7の周囲上面に貫通孔7との間に内側壁8を残した状態で周溝9を刻設し、この周溝から土台石6の底面ないし外周面に連通する通孔10及び通溝11を設ける In the tomb of the preferred structure, a circumferential groove 9 is engraved on the upper surface around the square through hole 7 which is the lower half of the ossuary chamber formed in the foundation stone 6 with the inner wall 8 left between the through hole 7. and, Keru set the through hole 10 and Tsumizo 11 communicating with the bottom surface or the outer circumferential surface of the foundation stone 6 from the circumferential groove.

すなわち、箱1の底面に穿設された空所2に連通する貫通孔7を備えた土台石6が、前記貫通孔の周囲上面に当該貫通孔との間に内側壁8を残して削成された周溝9と、この周溝から土台石6の底面ないし外周面、好ましくは側面下部ないし背面下部に連通する通孔10、12ないし通溝11とを備え、箱1が、その空所2の下端の周縁4aを土台石6の周溝9の溝幅内に位置させて土台石6に積重されているというものである。 That is, the foundation stone 6 provided with the through hole 7 communicating with the void 2 drilled in the bottom surface of the box 1 is cut with the inner wall 8 remaining between the through hole and the upper surface around the through hole. a circumferential groove 9 which is a bottom or outer peripheral surface of the foundation stone 6 from the circumferential groove, preferably a through hole 10, 12 to Tsumizo 11 communicating with the lower side to the lower back, the box 1, the cavity The peripheral edge 4 a at the lower end of 2 is positioned within the groove width of the circumferential groove 9 of the foundation stone 6 and is stacked on the foundation stone 6 .

周溝9は、その溝幅中心が箱に設けた空所2の下端の周縁と一致する位置に設ける。少なくとも空所2の下端周縁がその全周に亘って周溝9の溝幅内に位置するように設ける。下端周縁4aが周溝9の外側に若干ずれる誤差があっても特に問題は生じないが、周溝9の内側にずれる方向の誤差は、避けるべきである。   The circumferential groove 9 is provided at a position where the center of the groove width coincides with the periphery of the lower end of the space 2 provided in the box. At least the lower end periphery of the space 2 is provided so as to be positioned within the groove width of the peripheral groove 9 over the entire periphery. Although there is no particular problem even if there is an error that the lower edge 4a is slightly displaced outside the circumferential groove 9, an error in a direction that is displaced toward the inside of the circumferential groove 9 should be avoided.

この構造により、前記空所2の内周面を伝って流下した結露水は周溝9に導かれ、通孔10及び通孔12又は通溝11を通って土台石6の底面ないし外周へと排水される。また、土台石6の上面と箱1との間から納骨室側へ浸入した水は、周溝9によってトラップされ、結露水と同様に通孔10及び通孔12又は通溝11を通って排出される。従って結露水の排水と共に納骨室内への雨水等の浸入も防止できる。 With this structure, the dew condensation water that has flowed down along the inner peripheral surface of the void 2 is guided to the peripheral groove 9 and passes through the through hole 10 and the through hole 12 or the through groove 11 to the bottom surface or the outer periphery of the foundation stone 6. Drained. Further, the water that has entered the ossuary chamber side from between the upper surface of the foundation stone 6 and the box 1 is trapped by the circumferential groove 9 and discharged through the through hole 10 and the through hole 12 or the through groove 11 like the dew condensation water. Is done. Therefore, it is possible to prevent rainwater and the like from entering the ossuary chamber together with the drainage of condensed water.

土台石6に設けた周溝の内側壁8の頂面は、周溝外周部の土台上面と同じ高さである。すなわち従来構造のように、土台石6の上面全体を削除する必要がなく、周溝9部分の削除だけでよく、更にこの周溝の底面や壁面の高い平面度を必要としないので、容易に加工できる。通孔10、12や通溝11もボーリング装置や溝切り装置を用いて容易に加工できる。 The top surface of the inner wall 8 of the circumferential groove provided on the foundation stone 6 is the same height as the foundation upper surface of the outer circumferential portion of the circumferential groove. That is, as in the conventional structure, there is no need to remove the entire top surface of the base stones 6, may only delete a circumferential groove 9 parts, so further does not require a high flatness of the bottom and walls of the circumferential groove, easily Can be processed. The through holes 10 and 12 and the through groove 11 can also be easily processed using a boring device or a grooving device.

本願の請求項1の発明によれば、納骨室の結露水が納骨室に収められた骨壷などの上に滴下するのを防止でき、納骨室内に雨水が浸入するのを防止する構造と併用することにより、結露水の納骨室外への排出が可能であるという効果がある。 According to the invention of claim 1 of the present application, the dew condensation water in the ossuary chamber can be prevented from dripping onto the urn etc. stored in the ossuary chamber, and is used in combination with a structure for preventing rainwater from entering the ossuary chamber. Thus, there is an effect that the condensed water can be discharged out of the ossuary chamber.

以下、この発明の好ましい実施形態の幾つかを示す図面を参照して、この発明を説明する。   The invention will now be described with reference to the drawings showing some of the preferred embodiments of the invention.

図1は、最も好ましい形態の箱を示す斜視図、図2及び図3は、土台石に載せた状態で示す箱の中央部断面側面図及び断面正面図である。図1の破線は、内部に穿った空所の形状を示す線である。   FIG. 1 is a perspective view showing the most preferred form of the box, and FIGS. 2 and 3 are a cross-sectional side view and a cross-sectional front view of the central portion of the box shown on the foundation stone. The broken line in FIG. 1 is a line indicating the shape of the void formed inside.

箱1には、内部を底面側から四角く穿って納骨室の上部となる空所2が形成されている。この空所の天井3は、図2及び図3に明示されているように、最も高い中央部から四方へ凹曲面となって流れるドーム状である。このドーム形の天井面3aは、円弧面3bによって周囲の内壁面4に滑らかに連結されている。箱1の前面には、納骨室に骨壷などを収めるための開口5が設けられている。   The box 1 is formed with a space 2 which is formed in a rectangular shape from the bottom side and becomes the upper part of the osteotomy chamber. As clearly shown in FIGS. 2 and 3, the ceiling 3 of this empty space has a dome shape that flows in a concave curved surface from the highest central part to the four directions. The dome-shaped ceiling surface 3a is smoothly connected to the surrounding inner wall surface 4 by a circular arc surface 3b. On the front surface of the box 1, an opening 5 is provided for storing an urn or the like in an ossuary chamber.

図4は、土台石の斜視図、図5は、排水用の通孔及び通溝を設けた部分の断面正面図である。図2、3に示すように、箱1は、この土台石6上に載置される。   FIG. 4 is a perspective view of the foundation stone, and FIG. 5 is a cross-sectional front view of a portion provided with drainage through holes and through grooves. As shown in FIGS. 2 and 3, the box 1 is placed on the foundation stone 6.

土台石6の中央より若干後方に位置して納骨室の下部を形成する角孔7が上下に貫通して設けられている。この角孔7の面積は、箱の空所2の面積より小さい。   A square hole 7 that is located slightly behind the center of the foundation stone 6 and forms the lower part of the ossuary chamber is provided so as to penetrate vertically. The area of the square hole 7 is smaller than the area of the empty space 2 of the box.

角孔7の周囲には、欠けや割れが生じない厚さの内側壁8を残して周溝9が削成されている。周溝9の4個の角部には、中心を周溝9の中心から若干外側にずらして土台石6を上下に貫通する上下方向の円形の通孔10が設けられている。更に土台石6の下面には、通孔10の下端から土台石の左右方向外側に向けて通溝11が削成されている。通溝11の先端は、土台石6の側面底部に開口している。   A peripheral groove 9 is cut around the square hole 7 leaving an inner wall 8 having a thickness that does not cause chipping or cracking. The four corners of the circumferential groove 9 are provided with circular through holes 10 in the vertical direction passing through the foundation stone 6 with the center shifted slightly outward from the center of the circumferential groove 9. Further, on the lower surface of the foundation stone 6, a through groove 11 is cut from the lower end of the through hole 10 toward the outside in the left-right direction of the foundation stone. The front end of the through groove 11 is open to the bottom of the side surface of the foundation stone 6.

周溝9は、図2、3に示すように、土台石6の上に箱1を載せたとき、箱の空所2の下端の周縁4aがその全周に亘って周溝9の溝幅内に位置するように設けられる。実際には加工及び石の積み重ね時に誤差が生ずるので、空所の下端周縁4aが溝幅9の幅中央に位置する寸法を目標に加工すると、誤差のマージンを最も大きくすることができる。土台石6は、墓所の地面に敷いた砂利の上かコンクリートの基礎の上に載せられる。   As shown in FIGS. 2 and 3, when the box 1 is placed on the foundation stone 6, the circumferential groove 9 has a groove width of the circumferential groove 9 so that the peripheral edge 4 a at the lower end of the space 2 of the box extends over the entire circumference. It is provided so that it may be located inside. In practice, an error occurs during processing and stacking of stones. Therefore, if the dimension is such that the lower end peripheral edge 4a of the void is located at the center of the width of the groove width 9, the margin of error can be maximized. The foundation stone 6 is placed on gravel on the ground of the grave or on the concrete foundation.

場合によっては、図6に示すように、土台石6に比較的幅広の周溝9を設け、箱の空所2の下端周縁4aに内壁面を空所2の内壁面と同一面とした低い周畝13を設けて、周畝13が周溝9に入り込んだ状態で箱1を土台石6に積重する構造とすることもできる。このとき、周畝13が周溝9の内側壁8との間に余裕を持って挿入されるようにする。周畝13の高さは従来構造における雨水の浸入防止用の突条より遥かに低くて良いので、加工も比較的容易である。   In some cases, as shown in FIG. 6, a relatively wide circumferential groove 9 is provided in the base stone 6, and the inner wall surface is the same as the inner wall surface of the space 2 at the lower edge 4 a of the space 2 of the box. It is also possible to provide a structure in which the surrounding fence 13 is provided and the box 1 is stacked on the foundation stone 6 in a state where the surrounding fence 13 enters the circumferential groove 9. At this time, the circumferential flange 13 is inserted between the inner wall 8 of the circumferential groove 9 with a margin. Since the height of the peripheral rod 13 may be much lower than the protrusion for preventing rainwater from entering in the conventional structure, the processing is relatively easy.

土台石6の上に上記のような位置関係で箱1を載せたとき、箱の内壁面4に沿って流下した結露水は、土台石の周溝9内に流れ込み、通孔10を通って流下する。土台が砂利の上に設置されたときは、そのまま砂利の隙間へと流下し、コンクリートの基礎の上に設置されたときは、通溝11を通って土台石の側部に流出する。周溝9から通孔10への水の流れを円滑にするために、周溝9の底面には、通孔10に向かう水勾配を設けておくのがよい。   When the box 1 is placed on the foundation stone 6 in the positional relationship as described above, the condensed water flowing down along the inner wall surface 4 of the box flows into the circumferential groove 9 of the foundation stone and passes through the through hole 10. Flow down. When the foundation is installed on the gravel, it flows down into the gravel gap as it is, and when it is installed on the concrete foundation, it flows through the through-groove 11 to the side of the foundation stone. In order to make the flow of water from the circumferential groove 9 to the through hole 10 smooth, it is preferable to provide a water gradient toward the through hole 10 on the bottom surface of the circumferential groove 9.

風のある降雨時には、風上側の土台上面に降った雨水が土台石6と箱1との隙間を通って納骨室の方へ流入してくる。しかし、この雨水は、周溝9に流下し、内側壁8を越えることができないので、結露水と同様に通孔10及び通溝11を通って墓石の外へと排出される。図6に示した構造における周畝13は、風雨時の雨水の流入をより確実に防止するが、このような周畝を設けなくても、土台石6と箱1の積み重ね面を通って納骨室に雨水が浸入することはない。   When there is windy rain, rainwater that has fallen on the upper surface of the foundation on the windward side flows through the gap between the foundation stone 6 and the box 1 toward the bone chamber. However, since this rainwater flows down into the circumferential groove 9 and cannot pass through the inner wall 8, it is discharged out of the tombstone through the through hole 10 and the through groove 11 like the condensed water. The surrounding fence 13 in the structure shown in FIG. 6 more reliably prevents the inflow of rainwater during wind and rain. However, even if such a surrounding fence is not provided, the bone is passed through the stack surface of the foundation stone 6 and the box 1. Rainwater does not enter the room.

上記の例は、土台石6の底面ないし側面に排水する構造であるが、図7及び8は、周溝9で捕捉した結露水や雨水を通孔10及び12を通して土台石6の背面に排出する例を示したものである。この例では、周溝9の墓背面側の2箇所の隅部に通孔10が設けられ、この通孔10を有底孔とし、土台石背面から穿設した水平方向の通孔12が通孔10の底部に連通している。周溝9には、前方から後方に向かう水勾配が設けられ、周溝9の前方部分に流下した水も周溝9の後方に導かれて土台石6の背面下方部分に排出される。   The above example is a structure that drains to the bottom surface or the side surface of the foundation stone 6, but FIGS. 7 and 8 are drained to the back surface of the foundation stone 6 through the condensed water and rainwater through holes 10 and 12 captured in the circumferential groove 9. This is an example. In this example, through holes 10 are provided at two corners on the grave back side of the circumferential groove 9, the through holes 10 are bottomed holes, and horizontal through holes 12 drilled from the back of the foundation stone pass through. It communicates with the bottom of the hole 10. The circumferential groove 9 is provided with a water gradient from the front to the rear, and the water that has flowed down to the front portion of the circumferential groove 9 is also guided to the rear of the circumferential groove 9 and discharged to the lower back portion of the foundation stone 6.

このように、通孔10、12ないし通溝11は、自由な位置及び方向に、例えば周溝の位置から外周面下部に向けて斜めに設けることもでき、墓の設置場所の条件に応じて適宜選択してやればよい。   Thus, the through-holes 10, 12 or the through-groove 11 can be provided obliquely in a free position and direction, for example, from the position of the circumferential groove toward the lower part of the outer peripheral surface, depending on the conditions of the place where the grave is installed What is necessary is just to select suitably.

土台石6に形成する周溝断面の形状は、コの字形、U字形、V形など、どのような形状であってもよい。通孔10及び通溝11の位置及び個数は、特に限定されないが、四隅又は墓の背後側二隅に設ける構造が加工の手数及び排水の円滑さの点で最も合理的である。通溝11は、側面又は背面に向けて設ける。なお、前述した砂利上に設置する土台石には、通溝11を設ける必要がない。   The shape of the circumferential groove cross section formed in the foundation stone 6 may be any shape such as a U shape, a U shape, and a V shape. The positions and the number of the through holes 10 and the through grooves 11 are not particularly limited, but structures provided at the four corners or two corners on the back side of the grave are most reasonable in terms of the number of processing and smoothness of drainage. The through groove 11 is provided toward the side surface or the back surface. In addition, it is not necessary to provide the through-groove 11 in the foundation stone installed on the gravel mentioned above.

箱の第1例を示す斜視図The perspective view which shows the 1st example of a box 土台石上に載置した箱と土台石の中央部断面側面図Cross-section side view of the box placed on the foundation stone and the center of the foundation stone 同断面正面図Same sectional front view 土台石の一例を示す斜視図Perspective view showing an example of foundation stone 排水路を設けた部分の土台石の断面正面図Cross-sectional front view of the foundation stone at the part where the drainage channel is provided 土台石と箱の積重部の他の例を示す断面正面図Cross-sectional front view showing another example of piles of foundation stones and boxes 土台石の第2例を示す図2と同様な図Figure similar to Figure 2 showing a second example of foundation stone 図7の土台石の排水路を設けた部分の断面側面図Sectional side view of the portion of the foundation stone drainage channel in FIG.

符号の説明Explanation of symbols

1 箱
2 空所
3a 天井面
4a 下端周縁
6 土台石
7 角孔
8 内側壁
9 周溝
10 通孔
11 通溝
1 box 2 space
3a Ceiling surface
4a Bottom edge 6 Base stone 7 Square hole 8 Inner wall 9 Circumferential groove
10 through holes
11 Groove

Claims (1)

土台に積重する石材(1)の底面から天井面を備えた空所(2)を削成して当該空所を納骨室とした墓において、空所(2)の天井面(3a)が、最も高い中央部から四方へ凹曲面となって流れるドーム形の中高面であり、当該ドーム形の天井面(3a)は、円弧面(3b)によって周囲の内壁面(4)に滑らかに連結されていることを特徴とする、墓。 In the grave where the void (2) with the ceiling surface was cut from the bottom of the stone (1) piled on the base and the void was used as the ossuary room, the ceiling surface (3a) of the void (2) , Ri highest from the middle portion of the domed flowing a concave curved surface in all directions convex surface der, ceiling surface of the dome-shaped (3a) is smoothly by an arc surface (3b) to the inner wall (4) surrounding A tomb characterized by being connected .
JP2005119830A 2004-10-14 2005-04-18 Tomb waterproof structure Expired - Fee Related JP4226567B2 (en)

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JP2005002692 2005-01-07
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JP2014224343A (en) * 2013-05-15 2014-12-04 和敏 清瀧 Gravestone ventilation structure method
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