JP3102558U - Tomb - Google Patents

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JP3102558U
JP3102558U JP2003273453U JP2003273453U JP3102558U JP 3102558 U JP3102558 U JP 3102558U JP 2003273453 U JP2003273453 U JP 2003273453U JP 2003273453 U JP2003273453 U JP 2003273453U JP 3102558 U JP3102558 U JP 3102558U
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新吉 瀬川
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株式会社 石のセガワ
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Abstract

【課題】 上下の単体石同士をその許容せん断力や許容曲げ応力が高くなるように結合し、安定性を良くし、転倒しにくくして、耐震性の向上を図った。
【解決手段】 矩形状の平断面を有し、下から順に平断面の面積が小さくなる3つの単体石1を順次各単体石1の上に載置して形成され、最上位の単体石1を竿石2とし、竿石2が載置される単体石1を上台3とし、上台3が載置される単体石1を下台4とした墓Gにおいて、上台3にその平面から見て中央に竿石2の下端部5が嵌合する凹部6を形成し、下台4にその平面から見て中央に上台3が嵌合する凹部6を形成し、各凹部6の深さ寸法DをD≧150mmとし、竿石2の平断面積をS1 とし、上台3の平断面積をS2 としたとき、S2 ≧4S1 とした。
【選択図】 図1
PROBLEM TO BE SOLVED: To improve the stability, improve the stability, improve the seismic resistance by combining upper and lower simple stones with each other so as to increase their allowable shearing force and allowable bending stress.
SOLUTION: The top single stone 1 is formed by placing three simple stones 1 each having a rectangular flat cross section and the area of the flat cross section decreases sequentially from the bottom on each single stone 1. Is a rock stone 2, a single stone 1 on which the rock stone 2 is placed is an upper table 3, and a single stone 1 on which the upper table 3 is mounted is a lower table 4. A concave portion 6 in which the lower end portion 5 of the rod stone 2 fits is formed in the lower stage 4, and a concave portion 6 in which the upper stage 3 fits is formed in the center of the lower platform 4 when viewed from the plane, and the depth dimension D of each concave section 6 is D. S 2 ≧ 4S 1 where ≧ 150 mm, the flat cross-sectional area of the rod 2 was S 1, and the flat cross-sectional area of the upper base 3 was S 2 .
[Selection diagram] Fig. 1

Description

本考案は、地震等が発生した際、転倒しにくい構造の耐震性に優れた墓に関する。   The present invention relates to a grave that has a structure that does not easily fall down in the event of an earthquake or the like and has excellent earthquake resistance.

従来、この種の墓としては、例えば、登録実用新案第3031749号公報に記載の技術が知られている。図3に示すように、この墓100は、御影石や安山岩等の硬質石材で形成され、矩形状の平断面を有し下から順に平断面の面積が小さくなる3つの単体石を順次各単体石の上に載置して形成され、最上位の単体石を竿石101とし、竿石101が載置される単体石を上台103とし、上台103が載置される単体石を下台106としている。   Conventionally, as a grave of this kind, for example, a technique described in Japanese Utility Model Registration No. 3031749 is known. As shown in FIG. 3, this tomb 100 is made of hard stone material such as granite and andesite, and has a rectangular flat cross-section and three simple stones of which the area of the flat cross-section decreases in order from the bottom. The top single stone is formed as a rock stone 101, the single stone on which the rock stone 101 is mounted is defined as an upper table 103, and the single stone on which the upper table 103 is mounted is defined as a lower table 106. .

この墓においては、竿石101の下端部102と上台103の天面104に互いに対向する嵌合穴109を穿設するとともに、上台103の下端部105と下台106の天面107に互いに対向する嵌合穴109を穿設し、御影石や安山岩等の硬質石材で形成した円柱形または角柱形の鈎石110を嵌合穴109に嵌合し接着剤で結合している。
これにより、地震等のとき、墓が揺れても、鈎石110のせん断力により、竿石101や上台103の倒れが防止される。
In this grave, fitting holes 109 facing each other are formed in the lower end portion 102 of the rod 101 and the top surface 104 of the upper stand 103, and the lower end portion 105 of the upper stand 103 and the top surface 107 of the lower stand 106 are opposed to each other. A fitting hole 109 is formed, and a columnar or prism-shaped hookstone 110 formed of a hard stone material such as granite or andesite is fitted into the fitting hole 109 and bonded with an adhesive.
Thereby, even when the tomb shakes in the event of an earthquake or the like, the rock stone 101 and the upper base 103 are prevented from falling down due to the shearing force of the hook stone 110.

登録実用新案第3031749号公報Registered Utility Model No. 3031749

ところで、この従来の墓100においては、竿石101と上台103を鈎石110で嵌合により連結させ,上台103と下台106を鈎石110で嵌合により連結させているが、鈎石110は棒状で小さいものなのでその許容せん断力や許容曲げ応力が必ずしも高いものではなく、そのため、地震等が発生したとき、鈎石110が振動に耐え切れず、折れてしまい、必ずしも連結が強固ではないことから、墓100が転倒して倒壊してしまうことがあるという問題があった。   By the way, in this conventional tomb 100, the rod 101 and the upper table 103 are connected by fitting with a hook 110, and the upper table 103 and the lower table 106 are connected by fitting with a hook 110. Since it is a rod-shaped and small one, its allowable shear force and allowable bending stress are not necessarily high. Therefore, when an earthquake or the like occurs, the hook stone 110 cannot withstand vibration and breaks, and the connection is not necessarily strong. Therefore, there is a problem that the grave 100 may fall down and collapse.

本考案は上記の問題点に鑑みて為されたもので、上下の単体石同士をその許容せん断力や許容曲げ応力が高くなるように結合し、安定性を良くし、転倒しにくくして、耐震性の向上を図った墓を提供することを目的とする。   The present invention has been made in view of the above problems, and combines the upper and lower single stones so that their allowable shear force and allowable bending stress are increased, improving stability, making it difficult to fall down, The purpose is to provide a grave with improved earthquake resistance.

このような目的を達成するための本考案の技術的手段は、下から順に平断面の面積が小さくなる複数の単体石を順次各単体石の上に載置して形成される墓において、上記単体石に上側の単体石の下端部が嵌合する凹部を形成した構成としている。
これにより、嵌合する単体石の下端部は太いことから、従来の棒状の鈎石に比較して、許容せん断力や許容曲げ応力を高くして結合することができ、このため、地震等が発生した際に、単体石の転倒や横滑り等が起こりにくくなり、耐震性が向上させられる。
The technical means of the present invention for achieving such an object is as follows: in a grave formed by sequentially placing a plurality of simple stones having a smaller plane area in order from the bottom on each simple stone, A concave portion is formed in the simple stone to fit the lower end of the upper simple stone.
As a result, the lower end of the single stone to be fitted is thicker, so that the allowable shear force and allowable bending stress can be increased as compared with the conventional bar-shaped hookstone, and the stone can be subjected to an earthquake or the like. When it occurs, the single stone does not easily fall over or skid, and the earthquake resistance is improved.

また、必要に応じ、上記凹部の深さ寸法DをD≧150mmとした構成としている。凹部の壁面による押さえが確実となり、より一層、単体石の転倒や横滑り等が起こりにくくなり、耐震性が向上させられる。   Further, if necessary, the depth D of the recess is set to D ≧ 150 mm. Pressing by the wall surface of the concave portion is ensured, and the single stone is less likely to overturn or slide, and the earthquake resistance is improved.

そして、必要に応じ、上位の単体石の平断面積をS1 、該上位の1つ下位の単体石の平断面積をS2 としたときに、S2 ≧4S1 とした構成としている。上位の単体石よりも下位の単体石の平断面積の大きさが4倍以上大きくなっているので、重量の重い上位の単体石を嵌合しても支持が確実になり、これにより、凹部の壁面による押さえも確実になり、より一層、単体石の転倒や横滑り等が起こりにくくなり、耐震性が向上させられる。 Then, if necessary, the flat cross-sectional area of a single stone upper S 1, a flat cross-sectional area of a single stone lower one of said upper when the S 2, has a configuration in which the S 2 ≧ 4S 1. Since the plane cross-sectional area of the lower unit stone is four times or more larger than that of the upper unit stone, even if a heavy upper unit stone is fitted, the support is assured. The holding by the wall surface of the solid stone is more reliable, and the falling of the single stone and the side slipping are less likely to occur, and the earthquake resistance is improved.

また、必要に応じ、上記各単体石の平断面を矩形状に形成し、上記凹部を平面から見て単体石の中央に形成した構成としている。上位の単体石が下位の単体石の中央に位置するので、重量の重い上位の単体石を嵌合してもバランスよく支持することができ、これにより、凹部の壁面による押さえも確実になり、より一層、単体石の転倒や横滑り等が起こりにくくなり、耐震性が向上させられる。   Further, if necessary, the flat cross section of each of the simple stones is formed in a rectangular shape, and the concave portion is formed at the center of the simple stone when viewed from above. Since the upper simple stone is located at the center of the lower simple stone, even if the heavy upper simple stone is fitted, it can be supported in a well-balanced manner. Further, the single stone is less likely to overturn or skid, and the earthquake resistance is improved.

そして、本考案に係る墓は、具体的に、矩形状の平断面を有し下から順に平断面の面積が小さくなる3つの単体石を順次各単体石の上に載置して形成され、最上位の単体石を竿石とし、該竿石が載置される単体石を上台とし、該上台が載置される単体石を下台とした墓において、上記上台にその平面から見て中央に上記竿石の下端部が嵌合する凹部を形成し、上記下台にその平面から見て中央に上記上台が嵌合する凹部を形成し、上記各凹部の深さ寸法DをD≧150mmとし、上記竿石の平断面積をS1 とし、上記上台の平断面積をS2 としたとき、S2 ≧4S1 とした構成としている。 The tomb according to the present invention is specifically formed by sequentially placing three simple stones having a rectangular flat cross section and the area of the flat cross section decreasing sequentially from the bottom on each single stone, In the tomb with the simplest stone on which the highest stone is placed as a rock, and the single stone on which the rock is mounted as the upper base, and the lower base with the simple stone on which the upper is mounted, the upper base is located at the center when viewed from the plane. The lower end of the rod stone forms a recess for fitting, the lower platform has a recess in which the upper platform fits in the center when viewed from the plane, and the depth dimension D of each recess is D ≧ 150 mm, When the flat cross-sectional area of the rock stone is S 1 and the flat cross-sectional area of the upper stand is S 2 , S 2 ≧ 4S 1 .

これにより、3つの単体石を順次各単体石の上に載置して形成された墓において、地震等が発生した際に竿石及び上台が横に揺れて倒れようとしても、従来の棒状の鈎石に比較して、嵌合する単体石の下端部は太いことから、許容せん断力や許容曲げ応力を高くして単体石を結合することができ、また、各凹部の深さをD≧150mmとしているので、凹部の壁面による押さえが確実となり、更に、上位の単体石よりも下位の単体石の平断面積の大きさが4倍以上大きくなっているので、重量の重い上位の単体石を嵌合しても支持が確実になり、更にまた、上位の単体石が下位の単体石の中央に位置するので、重量の重い上位の単体石を嵌合してもバランスよく支持することができ、これにより、凹部の壁面による押さえも確実になり、単体石の転倒や横滑り等が起こりにくくなり、耐震性が向上させられる。   In this way, in a grave formed by placing three simple stones on each simple stone in order, even if the rock stone and the upper stand are shaken sideways and fall down when an earthquake or the like occurs, the conventional rod-shaped Compared to hook stones, the lower end of the single stone to be fitted is thicker, so that the allowable shear force and allowable bending stress can be increased to combine the single stones, and the depth of each recess is D ≧ 150mm, the pressing by the wall surface of the concave part is reliable, and the size of the flat stone of the lower simple stone is more than 4 times larger than that of the upper simple stone. Even if the upper simple stone is fitted in the middle of the lower simple stone, the upper simple stone is positioned at the center of the lower simple stone, so that it can be supported in a well-balanced manner even when the heavy simple stone is fitted. This makes it possible to securely hold down the wall of the recess, Hardly occur tipping or side slip or the like, vibration resistance is improved.

本考案の墓によれば、嵌合する単体石の下端部は太いことから、従来の棒状の鈎石に比較して、許容せん断力や許容曲げ応力を高くして結合することができ、このため、地震等が発生した際に、単体石の転倒や横滑り等が起こりにくくなり、耐震性を大幅に向上させることができる。   According to the grave of the present invention, since the lower end of the single stone to be fitted is thick, it can be connected with a higher allowable shear force and allowable bending stress than the conventional rod-shaped hook stone. For this reason, when an earthquake or the like occurs, the single stone does not easily fall over or side-slip, and the seismic resistance can be significantly improved.

以下、添付図面に基づいて、本考案の実施の形態に係る墓について詳細に説明する。
図1には、本考案の実施の形態に係る墓Gを示す。この墓Gは、御影石や安山岩等の石材からなり、矩形状の平断面を有し、下から順に平断面の面積が小さくなる3つの単体石1を順次各単体石1の上に載置して形成されている。
そして、最上位の単体石1を竿石2とし、竿石2が載置される単体石1を上台3とし、上台3が載置される単体石1を下台4としている。
Hereinafter, a tomb according to an embodiment of the present invention will be described in detail with reference to the accompanying drawings.
FIG. 1 shows a tomb G according to an embodiment of the present invention. The tomb G is made of a stone material such as granite and andesite, has a rectangular flat cross section, and sequentially places three simple stones 1 having a smaller flat cross section area from the bottom on each single stone 1. It is formed.
The simplest stone 1 at the top is a rock stone 2, the simple stone 1 on which the rock stone 2 is placed is an upper stand 3, and the simple stone 1 on which the upper stand 3 is placed is a lower stand 4.

この墓Gにおいて、上台3にその平面から見て中央に竿石2の下端部5が嵌合する凹部6を形成し、下台4にその平面から見て中央に上台3が嵌合する凹部6を形成している。
また、各凹部6の深さ寸法DをD≧150mmとし、竿石2の平断面積をS1 とし、上台3の平断面積をS2 としたとき、S2 ≧4S1 としている。実施の形態では、S1 =300×300=90000mm2 ,S2 =600×600=360000mm2 にしている。また、凹部6の深さDをD=150mmとしている。
In this tomb G, a concave portion 6 in which the lower end portion 5 of the rock stone 2 is fitted is formed in the center of the upper base 3 when viewed from the plane, and a concave portion 6 in which the upper base 3 is fitted in the center when viewed from the flat surface. Is formed.
Further, when the depth dimension D of each recess 6 is D ≧ 150 mm, the plane sectional area of the rod 2 is S 1, and the plane sectional area of the upper base 3 is S 2 , S 2 ≧ 4S 1 . In the embodiment, S 1 = 300 × 300 = 90000 mm 2 and S 2 = 600 × 600 = 360,000 mm 2 . The depth D of the recess 6 is set to D = 150 mm.

従って、実施の形態に係る墓Gを構築するときは、図1及び図2に示すように、先ず下台4を設置し、次に、この下台4の凹部6に上台3の下端部5を嵌合して設置し、最後にこの上台3の凹部6に竿石2を嵌合させて設置する。この場合、下台4から順次石を嵌合させるだけで墓Gを構築できるので、構築がきわめて簡単に行なわれる。   Therefore, when constructing the tomb G according to the embodiment, as shown in FIGS. 1 and 2, the lower base 4 is first installed, and then the lower end 5 of the upper base 3 is fitted into the recess 6 of the lower base 4. The rock stone 2 is fitted into the concave portion 6 of the upper base 3 and installed. In this case, the grave G can be constructed only by fitting the stones sequentially from the lower base 4, so that the construction is extremely simple.

この墓Gによれば、地震等が発生したときは、竿石2及び上台3が横に揺れて倒れようとしても、嵌合する単体石1の下端部5は太いことから、許容せん断力や許容曲げ応力を高くして単体石1を結合することができ、また、各凹部6の深さをD≧150mmとしているので、凹部6の壁面による押さえが確実となり、更に、上位の単体石1よりも下位の単体石1の平断面積の大きさが4倍以上大きくなっているので、重量の重い上位の単体石1を嵌合しても支持が確実になり、更にまた、上位の単体石1が下位の単体石1の中央に位置するので、重量の重い上位の単体石1を嵌合してもバランスよく支持することができ、これにより、凹部6の壁面による押さえも確実になり、単体石1の転倒や横滑り等が起こりにくくなり、耐震性が向上させられる。   According to the grave G, when an earthquake or the like occurs, even if the rock stone 2 and the upper base 3 swing sideways and try to fall down, the lower end portion 5 of the fitted single stone 1 is thick, so that the allowable shear force and The simple stone 1 can be joined by increasing the allowable bending stress, and since the depth of each recess 6 is set to D ≧ 150 mm, the pressing by the wall surface of the recess 6 is ensured. Since the size of the flat cross-sectional area of the lower unitary stone 1 is four times or more larger, even if the heavy upper unitary stone 1 is fitted, the support is assured. Since the stone 1 is located at the center of the lower unitary stone 1, even if the heavy upper unitary stone 1 is fitted, the stone 1 can be supported in a well-balanced manner. The single stone 1 is less likely to overturn or skid, improving seismic resistance Is Sera.

尚、上記実施の形態において、単体石1を3段に設けているが、必ずしもこれに限定されるものではなく、2段にし、あるいは、4段以上にしてもよく、適宜変更して差支えない。   In the above-described embodiment, the single stone 1 is provided in three steps, but the present invention is not necessarily limited to this, and may be two steps or four or more steps, and may be changed as appropriate. .

本考案の実施の形態に係る墓の分解斜視図である。FIG. 2 is an exploded perspective view of the tomb according to the embodiment of the present invention. 本考案の実施の形態に係る墓の正面半断面図である。It is a front half sectional view of a tomb concerning an embodiment of the present invention. 従来の墓の一例を示す分解斜視図である。It is a disassembled perspective view which shows an example of the conventional tomb.

符号の説明Explanation of reference numerals

G 墓
1 単体石
2 竿石
3 上台
4 下台
5 下端部
6 凹部
D 深さ寸法
1 平断面積
2 平断面積
G Grave 1 Single stone 2 Rod stone 3 Upper base 4 Lower base 5 Lower end part 6 Concave part D Depth dimension S 1 plane cross section S 2 plane cross section

Claims (5)

下から順に平断面の面積が小さくなる複数の単体石を順次各単体石の上に載置して形成される墓において、
上記単体石に上側の単体石の下端部が嵌合する凹部を形成したことを特徴とする墓。
In a grave formed by placing a plurality of simple stones whose plane cross-section area decreases in order from the bottom on each simple stone,
A tomb characterized in that a concave portion is formed in the simple stone, into which a lower end of the upper simple stone is fitted.
上記凹部の深さ寸法DをD≧150mmとしたことを特徴とする請求項1記載の墓。   2. The grave according to claim 1, wherein the depth D of the recess is set to D ≧ 150 mm. 上位の単体石の平断面積をS1 、該上位の1つ下位の単体石の平断面積をS2 としたときに、S2 ≧4S1 としたことを特徴とする請求項1または2記載の墓。 A flat cross-sectional area of a single stone upper S 1, a flat cross-sectional area of a single stone lower one of said upper when the S 2, according to claim 1 or 2, characterized in that the S 2 ≧ 4S 1 The tomb described. 上記各単体石の平断面を矩形状に形成し、上記凹部を平面から見て単体石の中央に形成したことを特徴とする請求項1,2または3記載の墓。   The tomb according to claim 1, 2 or 3, wherein a flat cross section of each unit stone is formed in a rectangular shape, and the concave portion is formed at the center of the unit stone when viewed from a plane. 矩形状の平断面を有し下から順に平断面の面積が小さくなる3つの単体石を順次各単体石の上に載置して形成され、最上位の単体石を竿石とし、該竿石が載置される単体石を上台とし、該上台が載置される単体石を下台とした墓において、
上記上台にその平面から見て中央に上記竿石の下端部が嵌合する凹部を形成し、上記下台にその平面から見て中央に上記上台が嵌合する凹部を形成し、
上記各凹部の深さ寸法DをD≧150mmとし、
上記竿石の平断面積をS1 とし、上記上台の平断面積をS2 としたとき、S2 ≧4S1 としたことを特徴とする墓。
Three simple stones having a rectangular flat cross-section and having a smaller cross-sectional area in order from the bottom are formed by sequentially placing them on the respective simple stones. In the grave where the simple stone on which the upper stand is placed is the upper stand, and the single stone on which the upper stand is placed is the lower stand,
The upper base is formed with a recess in which the lower end of the rock is fitted in the center as viewed from the plane, and the lower base is formed with a recess in which the upper base is fitted in the center as viewed from the plane,
The depth D of each of the concave portions is set to D ≧ 150 mm,
A grave wherein S 2 ≧ 4S 1 , where S 1 is the flat cross-sectional area of the rock stone and S 2 is the flat cross-sectional area of the upper stand.
JP2003273453U 2003-12-26 2003-12-26 Tomb Expired - Fee Related JP3102558U (en)

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