JP3525167B1 - Stone burial grave with double foundation and triple wall for dew condensation prevention - Google Patents
Stone burial grave with double foundation and triple wall for dew condensation preventionInfo
- Publication number
- JP3525167B1 JP3525167B1 JP2003314430A JP2003314430A JP3525167B1 JP 3525167 B1 JP3525167 B1 JP 3525167B1 JP 2003314430 A JP2003314430 A JP 2003314430A JP 2003314430 A JP2003314430 A JP 2003314430A JP 3525167 B1 JP3525167 B1 JP 3525167B1
- Authority
- JP
- Japan
- Prior art keywords
- stone
- wall
- stone wall
- ceiling
- triple
- 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.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
- E04H13/006—Columbaria, mausoleum with frontal access to vaults
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
Abstract
【要約】
【課題】 ２重基礎および３重壁を有する結露防止用石
材納骨墓を提供すること。
【解決手段】 主要構成として基層部材と胴部材と前門
石門とでなる通常の納骨墓において、基層部材は、所定
の深さに地固めした地面の上部に設けられた基礎石板
と、外側底石板と、内側底石板とでなる２重基礎で形成
され、胴部材は、外側底石板の外側に設けられた外部柱
石と、内側底石板の内側に設けられた内部柱石と、外部
柱石同士の間に設けられた外部石壁と、内部柱石同士の
間に設けられた内部石壁と、内部柱石を取り囲むように
設けられた中間石壁との３重壁で形成され、屋根部材
は、内部柱石および内部石壁の上部に設けられて安置室
の内部を形成する下部天井と、中間石壁の上部に設けら
れた中間天井と、外部柱石および外部石壁の上部に設け
られた上部天井との３重構造で形成される。An object of the present invention is to provide a stone grave for dew condensation prevention having a double foundation and a triple wall. SOLUTION: In a normal ossuary tomb composed of a base member, a trunk member and a front gate stone as main components, the base member includes a base stone plate provided on an upper part of the ground solidified to a predetermined depth, an outer bottom stone plate and , Formed on a double foundation consisting of an inner bottom stone slab, and a body member is provided between an outer trabecular provided outside the outer bottom slab, an inner porcelain provided inside the inner bottom slate, and the outer porcelain. The external stone wall provided, the internal stone wall provided between the internal berths, and an intermediate stone wall provided so as to surround the internal porcelain is formed of a triple wall, and the roof member is formed of the internal porcelain and the internal stone wall. It is formed in a triple structure of a lower ceiling provided at the upper part and forming the interior of the storage room, an intermediate ceiling provided at the upper part of the intermediate stone wall, and an external pillar and an upper ceiling provided at the upper part of the external stone wall. .
Description
【０００１】本発明は、２重基礎および３重壁を有する
結露防止用石材納骨墓に係り、より詳しくは、納骨墓の
安置室内部と外部との間に空気が相互流通する空気流通
空間および多孔層を形成することにより、外部の空気を
安置室内部に流入させて安置室と外部とで生じる温度差
を防止し、安置室内部の高温多湿な空気を多孔層に流入
させ、多孔層を介して水分を容易に除去できるようにす
る、２重基礎および３重壁を有する結露防止用石材納骨
墓に関する。[0001] The present invention relates to a dew-prevention stone ossuary grave having a double foundation and a triple wall, and more specifically, an air circulation space in which air mutually flows between the inside of an encasement chamber and the outside of the osseous grave, and By forming a porous layer, the outside air is allowed to flow into the storage chamber to prevent a temperature difference between the storage chamber and the outside, and the hot and humid air inside the storage chamber is allowed to flow into the porous layer to form a porous layer. The present invention relates to a dew-preventing stone burial grave having a double foundation and a triple wall, which allows water to be easily removed through the wall.
【０００２】納骨堂とは、火葬後の遺骨を納めておく所
をいう。しかし、納骨堂には多数の人の遺骨が同時に納
められるので、先祖の魂を独立的に安置しておくことは
できないという短所がある。[0002] The ossuary is a place where the remains after the cremation are stored. However, since the remains of many people are stored in the ossuary at the same time, the soul of the ancestors cannot be stored independently.
【０００３】このような短所を解決するために、墳墓型
のお墓の内部に個人または家族単位の遺骨を安置すると
いう納骨墓が多く利用されている。しかし、従来の墳墓
型納骨墓は結露現象により遺骨が腐敗してしまい、墓の
内部においてひどい悪臭が発生するという短所がある。[0003] In order to solve such a drawback, a burial grave in which the remains of individual or family members are placed inside a tomb-shaped grave is often used. However, the conventional tomb-type burial grave has a disadvantage that the ashes rot due to the dew condensation phenomenon and a bad odor is generated inside the grave.
【０００４】上記のような問題点を解決するために本出
願人は、図１および図２に示すように、２００２年１１
月２０日に公開された下記文献（発明の名称：墳墓型納
骨墓の結露防止装置）を通じ、左・右側壁１、２、後壁
３、および上壁４が板状に加工されて安置室を形成する
第１の石壁５ａと；第１の石壁５ａに所定距離離隔して
設置され空気流通空間を形成する第２の石壁５ｂと；第
２の石壁５ｂの外面に設けられた石灰壁５ｃと；石灰壁
５ｃの外面に設けられた砂利壁５ｄと；砂利壁５ｄの外
面に設けられ封墳によって覆わせる粘土壁５ｅと；を有
し、左・右側壁１、２、後壁３、および上壁４の第１の
石壁５ａには内側連通孔６ａが形成され、左・右側壁
１、２および後壁３の第２の石壁５ｂ、石灰壁５ｃ、砂
利壁５ｄ、および粘土壁５ｅには相互連通された外側連
通孔６ｂが形成され、外側連通孔６ｂにはその一端部が
封墳の外側に位置する連通管７の他端部が連通すること
を特徴とする、墳墓型納骨墓の結露防止装置を提示して
いる。In order to solve the above problems, the applicant of the present invention, as shown in FIG. 1 and FIG.
Through the following document (the title of the invention: dew condensation prevention device for a tomb-shaped burial grave), which was released on the 20th of March, the left and right side walls 1, 2, the rear wall 3, and the upper wall 4 were processed into a plate shape, and the morgue A first stone wall 5a that forms a; a second stone wall 5b that is installed at a predetermined distance from the first stone wall 5a and forms an air circulation space; a lime wall 5c that is provided on the outer surface of the second stone wall 5b And; a gravel wall 5d provided on the outer surface of the lime wall 5c; a clay wall 5e provided on the outer surface of the gravel wall 5d and covered by a mound; and left and right side walls 1, 2, a rear wall 3, An inner communication hole 6a is formed in the first stone wall 5a of the upper wall 4, and the second stone wall 5b, the lime wall 5c, the gravel wall 5d, and the clay wall 5e of the left / right side walls 1 and 2 and the rear wall 3 are formed. Is formed with an outer communication hole 6b which is communicated with each other. One end of the outer communication hole 6b is located outside the mound. The other end of the communication pipe 7, characterized in that the communicating presents the anti-condensation device Tomb type burial grave.
【特許文献１】大韓民国特許公報第２００２−１９６８
５号[Patent Document 1] Korean Patent Publication No. 2002-1968
No. 5
【０００５】本発明の目的は、底を２重基礎にし、納骨
墓の安置室内部と外部との間に空気が相互流通する空気
流通空間および多孔層の３重壁を形成し、内部空気と外
部空気との温度差により生じる結露を防止することがで
きる、２重基礎および３重壁を有する結露防止用石材納
骨墓を提供することにある。An object of the present invention is to make the bottom a double foundation, and to form an air flow space for air to mutually flow and a triple wall of a porous layer between the inside of the storage room of the skeleton grave and the outside, and to form internal air. It is to provide a stone graveyard for preventing dew condensation having a double foundation and a triple wall capable of preventing dew condensation caused by a temperature difference from the outside air.
【０００６】本発明の他の目的は、安置室内部と納骨墓
の外部との間に多孔層を形成することにより、納骨墓に
おいて発生した高温多湿な空気を多孔層に誘導して結露
を完全に除去する、２重基礎および３重壁を有する結露
防止用石材納骨墓を提供することにある。Another object of the present invention is to form a porous layer between the interior of the storage chamber and the outside of the ossuary tomb, so that the hot and humid air generated in the ossuary tomb is guided to the porous layer to completely condense dew. The purpose of the present invention is to provide a stone grave tomb for preventing dew condensation having a double foundation and a triple wall to be removed.
【０００７】前記目的を達成するために、本発明による
２重基礎および３重壁を有する結露防止用石材納骨墓
は、基層部材、胴部材、前門石門、および屋根部材から
なる通常の納骨墓において、前記基層部材は、２重基礎
を形成するために、所定の深さに地固めした地面の上部
に設けられた基礎石板と、前記基礎石板の上部に所定距
離離隔して設置された外側底石板および内側底石板とを
含み、前記胴部材は、３重壁を形成するために、前記外
側底石板の外側に設けられた外部柱石と、前記内側底石
板の内側に設けられた内部柱石と、前記外部柱石同士の
間に設けられた外部石壁と、前記内部柱石同士の間に設
けられた内部石壁と、前記内部柱石を取り囲むように設
けられた中間石壁とを含み、前記外部石壁と中間石壁と
の間には砂利などを充填することで多孔性を示す多孔層
が形成され、前記中間石壁と内部石壁との間には空気が
流通する空気流通空間が形成され、前記屋根部材は、３
重構造を形成するために、前記内部柱石および内部石壁
の上部に設けられて安置室の内部を形成する下部天井
と、前記中間石壁の上部に設けられた中間天井と、前記
外部柱石および外部石壁の上部に設けられた上部天井と
を含み、前記上部天井と中間天井との間には多孔性を示
す多孔層が形成され、前記中間天井と内部天井との間に
は空気が流通する空気流通空間が形成され、前記外部石
壁および中間石壁の一側には外部空気を前記空気流通空
間に流入させるための複数の第１の連通孔が形成され、
前記内部石壁の一側には前記空気流通空間に流入した空
気を安置室内部に流入させる複数の第２の連通孔が形成
され、前記内部石壁および中間石壁の一側には前記納骨
墓内部の空気を前記多孔層に流入させるための複数の第
３の連通孔が形成され、前記外部天井と中間天井との間
に形成された多孔層は、前記外部石壁と中間石壁との間
に形成された多孔層に連結されており、前記中間天井と
内部天井との間に形成された空気流通空間は、前記中間
石壁と内部石壁との間に形成された空気流通空間に連結
されていることを特徴とする。In order to achieve the above-mentioned object, a stone gravel grave for preventing dew having a double foundation and a triple wall according to the present invention is an ordinary gravestone grave consisting of a base member, a body member, a front gate stone gate, and a roof member. The base layer member is a foundation stone plate provided on an upper portion of the ground which is consolidated to a predetermined depth to form a double foundation, and an outer bottom stone plate installed on the upper portion of the foundation stone plate with a predetermined distance. And an inner bottom stone plate, wherein the body member includes an outer pillar stone provided outside the outer bottom stone plate and an inner pillar stone provided inside the inner bottom stone plate in order to form a triple wall. The outer stone wall and the intermediate stone wall include an outer stone wall provided between the outer column stones, an inner stone wall provided between the inner column stones, and an intermediate stone wall provided so as to surround the inner column stones. Gravel, etc. between Porous layer exhibiting porosity is formed by Hama, wherein between the intermediate stone walls and the inner stone wall is formed an air flowing space through which air flows, said roof member, 3
In order to form a heavy structure, a lower ceiling provided above the inner pillars and the inner stone wall to form the interior of the mortar, an intermediate ceiling provided above the intermediate stone wall, the outer pillars and the outer stone wall And an upper ceiling provided in the upper part of the above, wherein a porous layer having porosity is formed between the upper ceiling and the intermediate ceiling, and air flows between the intermediate ceiling and the inner ceiling. A space is formed, and a plurality of first communication holes for allowing external air to flow into the air circulation space is formed on one side of the outer stone wall and the intermediate stone wall,
A plurality of second communication holes are formed on one side of the inner stone wall to allow the air that has flowed into the air circulation space to flow into the storage chamber, and one side of the inner stone wall and the intermediate stone wall is formed inside the osseous grave. A plurality of third communication holes for allowing air to flow into the porous layer is formed, and the porous layer formed between the external ceiling and the intermediate ceiling is formed between the external stone wall and the intermediate stone wall. The air circulation space formed between the intermediate ceiling and the inner ceiling is connected to the air circulation space formed between the intermediate stone wall and the inner stone wall. Characterize.
【０００８】好ましくは、前記外部柱石の高さは、前記
内部柱石の高さより高く設けられたことを特徴とする。Preferably, the height of the outer column stones is set higher than the height of the inner column stones.
【０００９】好ましくは、前記外部柱石および前記内部
柱石の一側面には、前記外部石壁および内部石壁が挿入
される挿入溝が縦方向に形成されたことを特徴とする。Preferably, an insertion groove into which the outer stone wall and the inner stone wall are inserted is vertically formed on one side surface of the outer stone column and the inner column stone.
【００１０】好ましくは、前記外部石壁は前記外部柱石
の高さと同じで、前記内部石壁は前記内部柱石の高さと
同じで、前記中間石壁の高さは前記外部石壁の高さと前
記内部石壁の高さとの間の値をとることを特徴とする。Preferably, the height of the outer stone wall is the same as the height of the outer stone pillar, the inner stone wall is the same as the height of the inner stone pillar, and the height of the intermediate stone wall is the height of the outer stone wall and the height of the inner stone wall. It is characterized by taking a value between and.
【００１１】好ましくは、前記前門石門は、前記基礎部
材の上部に置かれる下敷部と、前記下敷部の両側面に位
置し、前記外部石壁と同じ高さを有する外部固定部と、
前記外部固定部の一側の内面に位置し、前記内部石壁お
よび中間石壁と同じ高さを有するように前記上部に短い
段差が形成された内部固定部と、前記内部固定部の上部
に設置するとき、中間石壁および内部固定部の高さと同
じになるように設けられた内側上部石門枠と、前記外部
固定部および内側上部石門枠の上部には外部石壁の高さ
と同じになるように設けられた外側上部石門枠と、前記
内部固定部および内側上部石門枠内に設けられる内側石
門と、前記外部固定部および外側上部石門枠内に設けら
れる内側石門とを含むことを特徴とする。Preferably, the front gate stone gate has an underlay portion placed on an upper portion of the foundation member, and an external fixing portion located on both sides of the underlay portion and having the same height as the external stone wall,
The inner fixing part is located on the inner surface of one side of the outer fixing part and has a short step formed on the upper part so as to have the same height as the inner stone wall and the intermediate stone wall, and is installed on the upper part of the inner fixing part. At this time, the inner upper stone gate frame is provided so as to have the same height as the intermediate stone wall and the inner fixed portion, and the upper portion of the outer fixed portion and the inner upper stone gate frame is provided so as to have the same height as the outer stone wall. And an outer upper stone gate frame, an inner stone gate provided in the inner fixing portion and the inner upper stone gate frame, and an inner stone gate provided in the outer fixing portion and the outer upper stone gate frame.
【００１２】好ましくは、多孔層に流入した空気に含ま
れている湿気を吸収するために、多孔層に隣接した前記
中間石壁面および中間天井面には生石灰が塗布されたこ
とを特徴とする。[0012] Preferably, quick lime is applied to the intermediate stone wall surface and the intermediate ceiling surface adjacent to the porous layer in order to absorb the moisture contained in the air flowing into the porous layer.
【００１３】以上で説明したように、本発明の２重基礎
および３重壁を有する結露防止用石材納骨墓は、基層部
材を２重に設け、安置室内部と納骨墓と外部との間に空
気が相互流通されるように、２重構造の空気流通空間を
形成し、安置室の内部と納骨墓外部とで生じる急激な温
度差を防止することができるという效果を有する。As described above, the stone gravel grave for preventing dew condensation having the double foundation and the triple wall of the present invention is provided with double base layer members, and is provided between the interior of the storage room, the grave grave and the outside. The air circulation space having a double structure is formed so that the air can be mutually circulated, and it is possible to prevent a rapid temperature difference between the inside of the mortar and the outside of the burial grave.
【００１４】なお、納骨墓内部と外部との温度差によっ
て発生する恐れのある結露現象を多孔層において吸収し
て自然に解消させることにより、かかる結露現象を確実
に防止することができるという長所も有する。[0014] It should be noted that there is also an advantage that such a dew condensation phenomenon can be surely prevented by absorbing the dew condensation phenomenon which may occur due to the temperature difference between the inside and outside of the ossuary grave by the porous layer and naturally eliminating it. Have.
【００１５】以下、添付した図面を参照して本発明の各
実施の形態に基づき、２重基礎および３重壁を有する結
露防止用石材納骨墓について詳しく説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a dew condensation preventing stone burial grave having a double foundation and a triple wall will be described in detail with reference to the accompanying drawings based on each embodiment of the present invention.
【００１６】図２および図３は、本発明の実施例による
基層部分の設置状態図であり、図４は、本発明の実施の
形態による各柱石の設置状態図、図５は、図４の各柱石
に装着された外部石壁、中間石壁、および内部石壁の設
置状態図を示す断面図、図６は、図５のＡ−Ａ’線断面
図、図７は、図５のＢ−Ｂ’線断面図、図８は、本発明
の実施例による前門石門枠の設置状態図、図９は、本発
明の実施例による前門石枠の縦断面図、図１０は、本発
明の実施例による屋根部分の設置状態図、また図１１
は、図１０のＣ−Ｃ’線断面図である。2 and 3 are installation state diagrams of the base layer portion according to the embodiment of the present invention, FIG. 4 is an installation state diagram of each column stone according to the embodiment of the present invention, and FIG. Sectional drawing which shows the installation state figure of the external stone wall, the intermediate stone wall, and the internal stone wall which were attached to each pillar stone, FIG. 6 is the sectional view on the AA 'line of FIG. 5, FIG. 7 is BB' of FIG. FIG. 8 is a sectional view taken along the line, FIG. 8 is an installation state diagram of the front gate stone gate frame according to the embodiment of the present invention, FIG. 9 is a vertical sectional view of the front gate stone frame according to the embodiment of the present invention, and FIG. Installation state diagram of the roof part
FIG. 11 is a sectional view taken along the line CC ′ of FIG. 10.
【００１７】本発明の２重基礎および３重壁を有する結
露防止用石材納骨墓は、基層部材と、胴部材と、前門石
門と、胴部材の上部に置かれる屋根部材とで構成されて
いる。The dew-preventing stone skeleton grave having a double foundation and a triple wall according to the present invention is composed of a base layer member, a body member, a front gate stone gate, and a roof member placed above the body member. .
【００１８】図３に示すように、基層部材は、生石灰や
炭などで所定の深さに地固めした地面１０と、地面１０
の上部に設けられた基礎石板１１と、基礎石板１１の上
部に設けられ、それぞれ所定距離離隔した外側底石板１
２および内側底石板１３と、外側底石板１２および内側
底石板１３が離隔して設置されながら形成された空間に
砂利などで地固めされた多孔層１４とでなる２重基礎で
構成される。このような２重基礎により、底で発生した
湿気が安置室内部に流入することを防止し、安置室にお
いて生じる可能性のある結露は多孔層１４に流入されて
除去される。一方、外側底石板１２および内側底石板１
３の上部には、湿気を速かに除去できるように生石灰を
塗布することが好ましい。また、安置室を形成する内側
底石板１３の内部は、基礎石板に繋がっている陷沒部１
５が形成されており、陷沒部１５には炭を充填してから
仕上げ石板１６を設けることが好ましい。As shown in FIG. 3, the base layer member is a ground 10 solidified to a predetermined depth with quicklime or charcoal, and a ground 10
Stone plate 11 provided on the upper part of the base stone and the outer stone plate 1 provided on the upper part of the stone plate 11 and separated from each other by a predetermined distance.
2 and the inner bottom slab 13 and the outer bottom slab 12 and the inner bottom slab 13 are separated from each other, and are formed by a double foundation composed of a porous layer 14 solidified in the space formed by gravel or the like. With such a double foundation, moisture generated at the bottom is prevented from flowing into the interior of the storage chamber, and dew condensation that may occur in the storage chamber is flowed into the porous layer 14 and removed. On the other hand, the outer bottom stone plate 12 and the inner bottom stone plate 1
It is preferable to apply quicklime to the upper part of 3 so that moisture can be quickly removed. Further, the inside of the inner bottom slab 13 forming the escutcheon is connected to the foundation slab 1
5 is formed, and it is preferable to fill the roughened portion 15 with charcoal and then provide the finishing stone plate 16.
【００１９】図４および図５に示すように、胴部材は、
外部柱石２２、内部柱石２１、および、外部石壁２５と
内部石壁２３と中間石壁２４との３重壁で構成される。As shown in FIGS. 4 and 5, the body member is
It is composed of an outer pillar stone 22, an inner pillar stone 21, and a triple wall of an outer stone wall 25, an inner stone wall 23, and an intermediate stone wall 24.
【００２０】外部柱石２２は外側底石板１２の上部に複
数個設けられ、内部柱石２１は内側底石板１３の外側に
一致するように複数個設けられる。このとき、外部柱石
２２の長さは内部柱石２１の長さより長く設けられ、外
部柱石２２は底の多孔層１４に隣接するように外側底石
板１２の内側に隣接するように設けられる。また、納骨
墓の大きさによって外部柱石２２同士の間に中間柱石２
８が設けられる。一方、外部柱石２２および内部柱石２
１の側面には縦方向に挿入溝２９、２９’が形成されて
おり、外部柱石２２の挿入溝２９には納骨墓の外壁を形
成する外部石壁２５が挿入・設置され、内部柱石の挿入
溝２９’には納骨墓の安置室６０を形成する内部石壁２
３がそれぞれ挿入・設置される。A plurality of outer pillars 22 are provided on the outer bottom stone plate 12, and a plurality of inner pillars 21 are provided on the outer side of the inner bottom stone plate 13. At this time, the length of the outer column stones 22 is provided longer than the length of the inner column stones 21, and the outer column stones 22 are provided adjacent to the inner side of the outer bottom stone plate 12 so as to be adjacent to the porous layer 14 at the bottom. In addition, depending on the size of the ossuary grave, the intermediate pillar stones 2 are provided between the outer pillar stones 22.
8 are provided. On the other hand, the outer pillar stone 22 and the inner pillar stone 2
Insertion grooves 29, 29 ′ are formed in the longitudinal direction on the side surface of No. 1, and an external stone wall 25 that forms the outer wall of the ossuary grave is inserted and installed in the insertion groove 29 of the external pillar stone 22. At 29 ', the inner stone wall 2 forming the mortar grave room 60
3 are inserted and installed respectively.
【００２１】また、内部柱石２１の外側には内部柱石２
１を取り囲む中間石壁２４が設けられる。中間石壁２４
は、外部柱石２２の高さと内部柱石２１の高さとの間に
位置する高さを有することが好ましい。On the outside of the inner column stone 21, the inner column stone 2 is provided.
An intermediate stone wall 24 surrounding 1 is provided. Intermediate stone wall 24
Preferably has a height that lies between the height of the outer column stones 22 and the height of the inner column stones 21.
【００２２】図７および図８に示すように、このように
設けられた内部石壁２３、中間石壁２４、および外部石
壁２５により、内部石壁２３と中間石壁２４との間には
空気流通空間２６が形成され、外部石壁２５と中間石壁
２４との間の空間には砂利を充填して多孔層２７を形成
する。かかる多孔層２７は底の多孔層１４に延長されて
いる。As shown in FIGS. 7 and 8, the inner stone wall 23, the intermediate stone wall 24, and the outer stone wall 25 provided in this manner form an air circulation space 26 between the inner stone wall 23 and the intermediate stone wall 24. The space between the outer stone wall 25 and the intermediate stone wall 24 is filled with gravel to form the porous layer 27. The porous layer 27 extends to the bottom porous layer 14.
【００２３】一方、外部石壁２５および中間石壁２４の
下部には、外部空気が空気流通空間２６内に流入される
ように第１の連通孔５１が複数個形成され、内部石壁２
３の下部には、空気流通空間２６に流入した空気が安置
室に流入されるように第２の連通孔５２が複数個形成さ
れる。また、内部石壁２３および中間石壁２４の上部に
は安置室内部の空気を多孔層２７に流入させるための複
数の第３の連通孔５３が形成される。このような第１の
連通孔５１および第２の連通孔５２を介して納骨墓外部
の新鮮な空気が空気流通空間２６に流入された後に安置
室６０の内部に供給され、第３の連通孔５３を介して安
置室内部の高温多湿な空気が多孔層２７に誘導され、空
気中に含まれている水分が除去される。On the other hand, a plurality of first communication holes 51 are formed in the lower portions of the outer stone wall 25 and the intermediate stone wall 24 so that the outer air flows into the air circulation space 26.
A plurality of second communication holes 52 are formed in the lower part of 3 so that the air that has flowed into the air circulation space 26 can flow into the storage chamber. In addition, a plurality of third communication holes 53 for allowing the air in the storage chamber to flow into the porous layer 27 are formed in the upper portions of the inner stone wall 23 and the intermediate stone wall 24. Through the first communication hole 51 and the second communication hole 52 as described above, fresh air outside the skeleton tomb is introduced into the air circulation space 26 and then supplied into the storage chamber 60, and the third communication hole is formed. The hot and humid air in the storage chamber is guided to the porous layer 27 via 53, and the moisture contained in the air is removed.
【００２４】一方、外部石壁２５に形成された第１の連
通孔５１の外側には、虫、昆虫、各種異物などが内部に
流入することを防止できる網（図示せず）が設けられる
ことは公知の技術であり、本発明においてもこれを用い
る。On the other hand, outside the first communication hole 51 formed in the outer stone wall 25, there is provided a net (not shown) which can prevent insects, insects and various foreign substances from flowing into the inside. This is a known technique and is used in the present invention.
【００２５】このような構造を通じて、納骨墓の外部を
形成する外壁と、遺骨箱などの置かれる安置室６０とが
完成される。Through such a structure, the outer wall forming the outside of the skeleton tomb and the storage room 60 in which the ashes box and the like are placed are completed.
【００２６】図９および図１０に示すように、前門石門
は、納骨墓の正面に位置しており、納骨墓への外部から
の出入りを統制する外部石門３８と、安置室６０内部へ
の出入りを統制する内部石門３７とでなる。As shown in FIG. 9 and FIG. 10, the front gate stone gate is located in front of the ossuary tomb, and the external stone gate 38 for controlling the entrance and exit to the ossuary tomb and the entrance and exit to the inside of the morgue 60. The internal stone gate 37 that controls
【００２７】前門石門の下敷部３１は、外側底石板１２
および内側底石板１３の上部を同時に支持するように置
かれる。下敷部３１の両側面には、外部石壁２５と同じ
高さの外部固定部が外側に設けられ、内部石壁２３およ
び中間石壁２４と同じ高さを有するように短い段差３６
を形成した内部固定部３３が内側に設けられる。すなわ
ち、内部固定部３３の上部において中間石壁２４に位置
する部分は中間石壁２４と同じ高さを有し、内部石壁２
３に位置する部分は内部石壁２３と同じ高さを有する。
一方、外部固定部の上部は、外部石壁２５と同じ高さを
有し、内部固定部に隣接した一側の上部が内部石壁２３
と同じ高さを有するように短い段差３５を形成する。The bottom part 31 of the front gate stone gate is the outer bottom stone plate 12
And the inner bottom stone plate 13 are placed so as to simultaneously support the upper part. External fixing portions having the same height as the outer stone wall 25 are provided on both sides of the underlay portion 31, and a short step 36 is provided so as to have the same height as the inner stone wall 23 and the intermediate stone wall 24.
The internal fixing portion 33 having the above is formed inside. That is, a portion of the upper portion of the inner fixed portion 33, which is located on the intermediate stone wall 24, has the same height as the intermediate stone wall 24.
The part located at 3 has the same height as the inner stone wall 23.
On the other hand, the upper portion of the external fixed portion has the same height as the external stone wall 25, and the upper portion of one side adjacent to the internal fixed portion is the internal stone wall 23.
A short step 35 is formed so as to have the same height as.
【００２８】また、内部固定部の内側には内部固定部３
３より高さの低い側面石門枠３４が設けられる。Further, the inner fixing portion 3 is provided inside the inner fixing portion.
A side stone gate frame 34 having a height lower than 3 is provided.
【００２９】一方、側面石門枠３４および内部固定部３
３の上部には、中間石壁２４および内部固定部３３の高
さに一致する大きさを有する内側上部石門枠３５が設け
られる。内側上部石門枠３５は、側面石門枠３４および
内部固定部３３をしっかりと固定する。また、外部固定
部３２の上部に形成された短い段差には外側上部石門枠
３６が設けられ、外側上部石門枠３６の下部の一端には
短い段差が形成され、内側上部石門枠３５の上部に設け
られて支持可能にすることが好ましい。On the other hand, the side stone gate frame 34 and the internal fixing portion 3
An upper inner stone gate frame 35 having a size corresponding to the heights of the intermediate stone wall 24 and the inner fixing portion 33 is provided on the upper portion of 3. The inner upper stone gate frame 35 firmly fixes the side stone gate frame 34 and the internal fixing portion 33. In addition, an outer upper stone gate frame 36 is provided in the short step formed on the upper portion of the outer fixing portion 32, and a short step is formed at one end of the lower portion of the outer upper stone gate frame 36, and an upper upper stone gate frame 35 is formed. It is preferably provided so that it can be supported.
【００３０】このような構造として形成したそれぞれの
石門枠の内部に、内部石門３７と外部石門３８とが設け
られることにより前門石門が完成される。The inner stone gate 37 and the outer stone gate 38 are provided inside each stone gate frame formed as such a structure to complete the front gate stone gate.
【００３１】図８、図１０、および図１１に示すよう
に、納骨墓の屋根部材は、下部天井４１、中間天井４
２、および上部天井４３の３重構造で構成される。下部
天井４１は、内部柱石２１、内部石壁２３、および内部
柱石と同じ高さを有するように内側上部石門枠３５の上
部の短い段差に設けられて安置室６０の内部を形成す
る。As shown in FIGS. 8, 10 and 11, the roof member of the ossuary grave has a lower ceiling 41 and an intermediate ceiling 4.
It is composed of a triple structure of 2 and the upper ceiling 43. The lower ceiling 41 is provided in a short step above the inner upper stone gate frame 35 so as to have the same height as the inner pillar stone 21, the inner stone wall 23, and the inner pillar stone, and forms the inside of the mortuary chamber 60.
【００３２】中間天井４２は、中間石壁２４および中間
石壁２４と同じ高さを有する内側上部石門枠３５の上部
に設けられ、下部天井４１と共に空気の存在する空気流
通空間２６’を形成する。空気流通空間２６’は、側面
部に形成された空気流通空間２６に連通され、第１の連
通孔５１を介して流入された空気が上部に流通される。The intermediate ceiling 42 is provided above the intermediate stone wall 24 and the inner upper stone gate frame 35 having the same height as the intermediate stone wall 24, and together with the lower ceiling 41 forms an air circulation space 26 'in which air exists. The air circulation space 26 ′ is in communication with the air circulation space 26 formed in the side surface portion, and the air that has flowed in through the first communication hole 51 is circulated in the upper portion.
【００３３】また、上部天井４３は、外部柱石２２およ
び外側上部石門枠３６の上部に設けられ、中間天井４２
と共に砂利層２７’を形成する。砂利層２７’は、側面
部に形成された多孔層２７に連結され、第３の連通孔５
３を介して流入された安置室６０内の高温多湿な空気が
拡散するとき、空気内に含まれている水分を除去する。The upper ceiling 43 is provided above the outer pillars 22 and the outer upper stone gate frame 36, and the intermediate ceiling 42 is provided.
Together with this, a gravel layer 27 'is formed. The gravel layer 27 'is connected to the porous layer 27 formed on the side surface portion, and the third communication hole 5
When the hot and humid air in the storage chamber 60 that has flowed in via the 3 diffuses, the moisture contained in the air is removed.
【００３４】その後、上部天井４３の上部をドーム型、
瓦型、塔型などといった様々な形態にすることによって
納骨墓の外形を完成する。Thereafter, the upper part of the upper ceiling 43 is dome-shaped,
The outer shape of the skeleton tomb is completed by making it into various shapes such as a tile type and a tower type.
【００３５】以上では、本発明の実施の形態によって本
発明を説明したが、本発明の属する技術分野で通常の知
識を有する者が、本発明の技術的思想を逸脱しない範囲
内において設計、変更、材料変更、または外部形象を変
形したものも、本発明の範疇に含まれることは言うまで
もない。Although the present invention has been described above with reference to the embodiments of the present invention, a person having ordinary knowledge in the technical field to which the present invention pertains can design and change it without departing from the technical idea of the present invention. Needless to say, a material change or a modification of the external shape is also included in the scope of the present invention.
【００３６】[0036]
【図１】従来の墳墓型納骨墓の結露防止装置の設置状態
図である。FIG. 1 is a view showing an installation state of a conventional dew condensation preventing device for a burial grave.
【図２】本発明の実施の形態による基層部分の設置状態
図である。FIG. 2 is an installation state diagram of a base layer portion according to the embodiment of the present invention.
【図３】本発明の実施の形態による基層部分の設置状態
図である。FIG. 3 is an installation state diagram of a base layer portion according to the embodiment of the present invention.
【図４】本発明の実施の形態による各柱石の設置状態図
である。FIG. 4 is an installation state diagram of each pillar stone according to the embodiment of the present invention.
【図５】図４の各柱石に装着された外部石壁、中間石
壁、および内部石壁の設置状態図を示す断面図である。5 is a cross-sectional view showing an installation state diagram of an external stone wall, an intermediate stone wall, and an internal stone wall attached to each pillar stone of FIG. 4. FIG.
【図６】図５のＡ−Ａ’線断面図である。6 is a cross-sectional view taken along the line A-A ′ of FIG.
【図７】図５のＢ−Ｂ’線断面図である。7 is a sectional view taken along line B-B ′ of FIG.
【図８】本発明の実施例による前門石門枠の設置状態図
である。FIG. 8 is an installation state diagram of a front gate stone gate frame according to an embodiment of the present invention.
【図９】本発明の実施例による前門石門枠の縦断面図で
ある。FIG. 9 is a vertical sectional view of a front gate stone gate frame according to an embodiment of the present invention.
【図１０】本発明の実施例による屋根部分の設置状態図
である。FIG. 10 is an installation state diagram of a roof portion according to an embodiment of the present invention.
【図１１】図１０のＣ−Ｃ’線断面図である。11 is a cross-sectional view taken along the line C-C ′ of FIG.
【００３７】 １０ 地面 １１ 基礎石板 １２ 外側底石板 １３ 内側底石板 １４ 多孔層 １５ 陷沒部 ２１ 内部柱石 ２２ 外部柱石 ２３ 内部石壁 ２４ 中間石壁 ２５ 外部石壁 ２６、２６’ 空気流通空間 ３７ 内部石門 ３８ 外部石門 ４１ 下部天井 ４２ 中間天井 ４３ 上部天井 ５１ 第１の連通孔 ５２ 第２の連通孔 ５３ 第３の連通孔 ６０ 安置室[0037] 10 ground 11 foundation stone plate 12 Outside bottom slab 13 Inner bottom slab 14 porous layer 15 陷 沒 部 21 Internal Pillar 22 External Pillars 23 Internal stone wall 24 Intermediate stone wall 25 External stone wall 26, 26 'Air circulation space 37 Inner Stone Gate 38 Outside Shimon 41 Lower ceiling 42 Middle ceiling 43 Upper ceiling 51 First communication hole 52 Second communication hole 53 Third communication hole 60 morgue
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7，ＤＢ名) E04H 13/00 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E04H 13/00
Claims (8)
根部材からなる通常の納骨墓において、 前記基層部材は、２重基礎を形成するために、所定の深
さに地固めした地面の上部に設けられた基礎石板と、前
記基礎石板の上部に所定距離離隔して設置された外側底
石板および内側底石板とを含み、 前記胴部材は、３重壁を形成するために、前記外側底石
板の外側に設けられた外部柱石と、前記内側底石板の内
側に設けられた内部柱石と、前記外部柱石同士の間に設
けられた外部石壁と、前記内部柱石同士の間に設けられ
た内部石壁と、前記内部柱石を取り囲むように設けられ
た中間石壁とを含み、前記外部石壁と中間石壁との間に
は砂利などを充填することで多孔性を示す多孔層が形成
され、前記中間石壁と内部石壁との間には空気が流通す
る空気流通空間が形成され、 前記屋根部材は、３重構造を形成するために、前記内部
柱石および内部石壁の上部に設けられて安置室の内部を
形成する下部天井と、前記中間石壁の上部に設けられた
中間天井と、前記外部柱石および外部石壁の上部に設け
られた上部天井とを含み、前記上部天井と中間天井との
間には多孔性を示す多孔層が形成され、前記中間天井と
下部天井との間には空気が流通する空気流通空間が形成
され、 前記外部石壁および中間石壁の一側には外部空気を前記
空気流通空間に流入させるための複数の第１の連通孔が
形成され、前記内部石壁の一側には前記空気流通空間に
流入した空気を安置室の内部に流入させる複数の第２の
連通孔が形成され、前記内部石壁および中間石壁の一側
には前記納骨墓内部の空気を前記多孔層に流入させるた
めの複数の第３の連通孔が形成され、 前記外部天井と中間天井との間に形成された多孔層は、
前記外部石壁と中間石壁との間に形成された多孔層に連
結され、前記中間天井と下部天井との間に形成された空
気流通空間は、前記中間石壁と内部石壁との間に形成さ
れた空気流通空間に連結されることを特徴とする２重基
礎および３重壁を有する結露防止用石材納骨墓。1. In a normal ossuary grave consisting of a base member, a body member, a front gate stone gate, and a roof member, the base member is formed on an upper portion of the ground which is consolidated to a predetermined depth to form a double foundation. The outer base stone plate includes a base stone plate provided, and an outer bottom stone plate and an inner bottom stone plate that are installed at a predetermined distance above the base stone plate, and the body member forms the triple wall to form the outer bottom stone plate. External slabs provided on the outside of the, inner slabs provided on the inside of the inner bottom slab, external slabs provided between the external slabs, and internal slabs provided between the internal slabs And an intermediate stone wall provided so as to surround the inner pillar stone, a porous layer having porosity is formed by filling gravel or the like between the outer stone wall and the intermediate stone wall, and the intermediate stone wall and Air flows between the inner stone wall An air circulation space is formed, and the roof member is formed on the inner pillar stone and the inner stone wall to form a triple structure, and a lower ceiling that forms the interior of the mortar and an upper portion of the intermediate stone wall. An intermediate ceiling provided and an upper ceiling provided on the outer pillars and an outer stone wall, a porous layer having porosity is formed between the upper ceiling and the intermediate ceiling, and the intermediate ceiling and An air circulation space through which air circulates is formed between the lower ceiling, and a plurality of first communication holes for allowing external air to flow into the air circulation space is formed on one side of the outer stone wall and the intermediate stone wall. A plurality of second communication holes are formed on one side of the inner stone wall to allow the air that has flowed into the air circulation space to flow into the storage chamber. The air inside the tomb is porous A plurality of third communication holes for flowing into the layer are formed, and the porous layer formed between the outer ceiling and the intermediate ceiling is
The air circulation space formed between the outer stone wall and the intermediate stone wall and formed between the intermediate ceiling and the lower ceiling is connected to the porous layer formed between the intermediate stone wall and the inner stone wall. A stone graveyard for preventing dew condensation having a double foundation and a triple wall, which is connected to an air circulation space.
高さより高く設けられたことを特徴とする請求項１に記
載の２重基礎および３重壁を有する結露防止用石材納骨
墓。2. The stone gravestone for preventing dew condensation having a double foundation and a triple wall according to claim 1, wherein the height of the outer pillars is higher than that of the inner pillars.
面には、前記外部石壁と内部石壁とが挿入される挿入溝
が縦方向に形成されたことを特徴とする請求項１に記載
の２重基礎および３重壁を有する結露防止用石材納骨
墓。3. The insertion groove into which the outer stone wall and the inner stone wall are inserted is vertically formed on one side surface of the outer pillar stone and the inner pillar stone, respectively. A stone burial grave with a heavy foundation and triple walls to prevent condensation.
さと同じで、前記内部石壁の高さは前記内部柱石の高さ
と同じで、前記中間石壁の高さは、前記外部石壁の高さ
と前記内部石壁の高さとの間の値であることを特徴とす
る請求項１に記載の２重基礎および３重壁を有する結露
防止用石材納骨墓。4. The height of the outer stone wall is the same as the height of the outer pillar stone, the height of the inner stone wall is the same as the height of the inner pillar stone, and the height of the intermediate stone wall is the height of the outer stone wall. And the height of the internal stone wall, the stone gravestone for preventing dew condensation having a double foundation and a triple wall according to claim 1.
置かれる下敷部と、前記下敷部の両側面の外側に位置し
ていて前記外部石壁と同じ高さを有する外部固定部と、
前記下敷部の両側面の内側に位置していて前記内部石壁
および中間石壁と同じ高さを有するように前記上部に短
い段差が形成された内部固定部と、前記内部固定部の上
部に設置するとき、中間石壁および内部固定部の高さと
同じになるように設けられた内側上部石門枠と、前記外
部固定部および内側上部石門枠の上部には外部石壁の高
さと同じになるように設けられた外側上部石門枠と、前
記内部固定部および内側上部石門枠内に設けられた内部
石門と、前記外部固定部と外側上部石門枠との間に設け
られた内側石門とを含むことを特徴とする請求項１に記
載の２重基礎および３重壁を有する結露防止用石材納骨
墓。5. The front gate stone gate has an underlay portion placed on an upper portion of the base layer member, and an external fixing portion located outside both side surfaces of the underlay portion and having the same height as the external stone wall,
An inner fixing part, which is located inside both side surfaces of the underlay part and has a short step formed on the upper part so as to have the same height as the inner stone wall and the intermediate stone wall, and is installed on the upper part of the inner fixing part. At this time, the inner upper stone gate frame is provided so as to have the same height as the intermediate stone wall and the inner fixed portion, and the upper portion of the outer fixed portion and the inner upper stone gate frame is provided so as to have the same height as the outer stone wall. An outer upper stone gate frame, an inner stone gate provided in the inner fixing portion and the inner upper stone gate frame, and an inner stone gate provided between the outer fixing portion and the outer upper stone gate frame, A stone grave tomb for preventing dew condensation having a double foundation and a triple wall according to claim 1.
孔は石壁の下部に形成され、前記第３の連通孔は前記石
壁の上部に形成されたことを特徴とする請求項１に記載
の２重基礎および３重壁を有する結露防止用石材納骨
墓。6. The first communication hole and the second communication hole are formed in a lower portion of a stone wall, and the third communication hole is formed in an upper portion of the stone wall. A stone grave tomb for preventing dew condensation having the double foundation and triple wall described.
気を吸収するために、多孔層に隣接した前記中間石壁面
および中間天井面には生石灰が塗布されたことを特徴と
する請求項１に記載の２重基礎および３重壁を有する結
露防止用石材納骨墓。7. The quick lime is applied to the intermediate stone wall surface and the intermediate ceiling surface adjacent to the porous layer in order to absorb moisture contained in the air flowing into the porous layer. A stone grave tomb for preventing dew condensation, which has the double foundation and the triple wall described in 1.
などを用いて地固めしたことを特徴とする請求項１に記
載の２重基礎および３重壁を有する結露防止用石材納骨
墓。8. The stone graveyard for preventing dew condensation having a double foundation and a triple wall according to claim 1, wherein the lower ground of the base layer member is solidified using quicklime or charcoal.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020030058389A KR100411373B1 (en) | 2003-08-22 | 2003-08-22 | Anti-sweating stone ossuary tomb having double foundations and triple walls |
| KR2003-058389 | 2003-08-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP3525167B1 true JP3525167B1 (en) | 2004-05-10 |
| JP2005068963A JP2005068963A (en) | 2005-03-17 |
Family
ID=32464635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003314430A Expired - Fee Related JP3525167B1 (en) | 2003-08-22 | 2003-09-05 | Stone burial grave with double foundation and triple wall for dew condensation prevention |
Country Status (3)
| Country | Link |
|---|---|
| JP (1) | JP3525167B1 (en) |
| KR (1) | KR100411373B1 (en) |
| CN (1) | CN1237248C (en) |
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| US20100307156A1 (en) | 2009-06-04 | 2010-12-09 | Bollinger Benjamin R | Systems and Methods for Improving Drivetrain Efficiency for Compressed Gas Energy Storage and Recovery Systems |
| WO2010105155A2 (en) | 2009-03-12 | 2010-09-16 | Sustainx, Inc. | Systems and methods for improving drivetrain efficiency for compressed gas energy storage |
| US8104274B2 (en) | 2009-06-04 | 2012-01-31 | Sustainx, Inc. | Increased power in compressed-gas energy storage and recovery |
| WO2011056855A1 (en) | 2009-11-03 | 2011-05-12 | Sustainx, Inc. | Systems and methods for compressed-gas energy storage using coupled cylinder assemblies |
| US8171728B2 (en) | 2010-04-08 | 2012-05-08 | Sustainx, Inc. | High-efficiency liquid heat exchange in compressed-gas energy storage systems |
| US8191362B2 (en) | 2010-04-08 | 2012-06-05 | Sustainx, Inc. | Systems and methods for reducing dead volume in compressed-gas energy storage systems |
| US8234863B2 (en) | 2010-05-14 | 2012-08-07 | Sustainx, Inc. | Forming liquid sprays in compressed-gas energy storage systems for effective heat exchange |
| US8495872B2 (en) | 2010-08-20 | 2013-07-30 | Sustainx, Inc. | Energy storage and recovery utilizing low-pressure thermal conditioning for heat exchange with high-pressure gas |
| US8578708B2 (en) | 2010-11-30 | 2013-11-12 | Sustainx, Inc. | Fluid-flow control in energy storage and recovery systems |
| KR20140031319A (en) | 2011-05-17 | 2014-03-12 | 서스테인쓰, 인크. | Systems and methods for efficient two-phase heat transfer in compressed-air energy storage systems |
| WO2013106115A2 (en) | 2011-10-14 | 2013-07-18 | Sustainx, Inc. | Dead-volume management in compressed-gas energy storage and recovery systems |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3042950U (en) | 1997-04-28 | 1997-11-04 | 株式会社石乃匠 | Grave Ossuary Ventilator |
-
2003
- 2003-08-22 KR KR1020030058389A patent/KR100411373B1/en not_active IP Right Cessation
- 2003-09-05 JP JP2003314430A patent/JP3525167B1/en not_active Expired - Fee Related
- 2003-12-17 CN CNB2003101184466A patent/CN1237248C/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3042950U (en) | 1997-04-28 | 1997-11-04 | 株式会社石乃匠 | Grave Ossuary Ventilator |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1237248C (en) | 2006-01-18 |
| CN1584266A (en) | 2005-02-23 |
| KR100411373B1 (en) | 2003-12-18 |
| JP2005068963A (en) | 2005-03-17 |
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