JP4724724B2 - Seismic hill carot structures that make up tombstones - Google Patents

Description

  The present invention relates to a seismic hill caroto structure that constitutes a tombstone. More specifically, the present invention relates to an earthquake-resistant hill carote structure that constitutes a tombstone, which has excellent drainage and can stably maintain the earthquake resistance of the hill carote structure over a long period of time.

  Tombstones constructed by stacking stones one after another, there was a problem that they were easily collapsed when the seismic force was large simply by stacking the stones in surface contact. Therefore, an earthquake-resistant tombstone disclosed in Japanese Patent Laid-Open No. 10-37532 (Patent Document 1) has been proposed as means for preventing the collapse of the tombstone.

  As shown in FIG. 49, the seismic tombstone has a substrate member b placed on a foundation a and left and right side wall members c and c erected on the substrate member b. By sandwiching the rear wall member d and the front lower wall member therebetween, a wall assembly structure portion g in which an ossuary chamber f is provided is formed, and a top plate member h is mounted on the wall assembly structure portion g. It had the composition to put. And the lower connecting bolts j erected at the four corners of the foundation a pass through the four corners of the calcaneal chamber f, and the insertion holes k are vertically penetrated at the four corners of the base plate member b and the top plate member h. , M, and the nut q is screwed and tightened to the screw shaft at the upper end of the bolt protruding from the recess n formed in the upper surface of the top plate member h, thereby lowering the base (hill caroten structure) r is constructed, and the lower platform (hill carote structure) r is integrated with the connecting bolt j to form a lower earthquake resistant device s, and the lower platform (hill carote structure) r is seismic resistant. Sex was ensured. The upper base u is formed by stacking a plurality of intermediate stones t on the lower base (hill carote structure) r, and meteorite v is placed on the uppermost intermediate stone t1, The upper seismic device y is configured by integrating the meteorite v, the intermediate stones t, and the top plate member h together by screwing with a connecting bolt x inserted into a through hole w penetrating vertically. It was. The lower seismic device s and the upper seismic device y were intended to improve the earthquake resistance of the tombstone.

  By the way, as another aspect of the tombstone constructed by stacking stones on the hill caroten structure, there is one disclosed in Utility Model Registration No. 3108741 (Patent Document 2). As shown in FIG. 50, the hill carote structure A has column members C erected at the four corners of the upper surface of the substrate member B and covers an opening D formed between adjacent column members C and C. A side plate member E is disposed on the base plate, and the four-corner column members C, C, C, C and the front plate member F are placed on the front, rear, left and right side plate members E, E, E, E. Was.

  In order to improve the earthquake resistance of the hill carote structure A having such a configuration, the present inventor has focused on the lower seismic resistance device s shown in Patent Document 1. However, as described above, in the lower seismic resistance device s, the lower connecting bolt j that connects and integrates the entire hill carote structure passes through the four corners in the ossuary chamber f, and the board member b and the top plate member h. And the left and right side wall members (also serving as support columns) c and c existing between the substrate member b and the top plate member h are not provided. For this reason, the connection and integration of the lower platform (hill carote structure) r by the lower connection bolt j is likely to be unstable, so there is room for improvement in the seismic performance of the tombstone.

  In view of this, the present inventor provided a connecting hole penetrating vertically in each of the substrate member B, the column member C, and the top plate member F in the hill carote structure A as disclosed in Patent Document 2, and the vertical direction A means for connecting and integrating the whole of the hill carote structure by inserting the connecting shaft into the communication connecting hole communicating with the screw, screwing the nut into the male screw portion provided at the upper and lower ends thereof, and tightening the nut was conceived. In the earthquake-resistant hill carote structure having such a configuration, the substrate member, the support member, and the top plate member are firmly connected and integrated by the connecting shaft. It can be said that it is superior to. However, when the entire hill caroten structure is connected and integrated in this way, the connecting shaft is formed from the gap between the column member and the substrate member or the gap between the column member and the top plate member. It has been found that there is a problem that it is easy to come into contact with rainwater that has entered and to cause corrosion of the connecting shaft.

JP 10-37532 A Utility Model Registration No. 3108741

  The present invention has been developed in view of the above-mentioned conventional problems, and is based on linking and integrating the entire hill caroten structure with a connecting shaft, without impairing the appearance of the hill caroten structure. Constructs a tombstone that can improve the seismic resistance of the structure and can maintain the seismic performance of the hill carote structure stably over a long period of time by preventing the connecting shaft from being corroded even if it contacts rainwater. The objective is to provide a seismic hill caroten structure.

In order to solve the above problems, the present invention employs the following means.
That is, the earthquake-resistant hill caroten structure (hereinafter referred to as earthquake-resistant hill caroten structure) constituting the tombstone according to the present invention is used to construct a tombstone by stacking stone materials on the upper surface, and for the inside of the ossuary. An earthquake-resistant hill caroten structure provided with a space, and is arranged so as to cover the column members standing at the four corners of the upper surface of the substrate member and the opening formed between the adjacent column members. It includes a front and rear side plate member provided, a support member at the four corners, and a top plate member placed on the front and rear side plate member. The substrate member is provided with depressions at the four corners of the upper surface thereof, and each depression is open to the other depressions adjacent to the right or left of the depressions or other depressions adjacent to the depressions in the front-rear direction. It is connected via a drainage groove, and the water in the recess flows into the drainage groove and is discharged from a drainage hole that vertically penetrates the middle part of the bottom surface of the drainage groove in the length direction. It has been. In addition, the support member is provided with a fitting protrusion projecting into the depression on the horizontal lower surface, and a peripheral edge portion outside the fitting protrusion is in contact with an upper peripheral edge portion of the depression. In the corresponding contact state, the upper edge of the recess is covered with the cover edge surface, and between the lower surface of the protrusion of the fitting protrusion and the bottom of the recess of the recess. A drainage gap is formed on the surface. Moreover, the vertical fitting groove | channel which the upper and lower ends open | released and was open | released by this inner side support | pillar side surface is provided in the two inner side support | pillar side surfaces located inside and adjacent to the said support | pillar member. Further, a side projection that can be fitted in the opposing vertical fitting groove provided on the column member in the standing state adjacent to the left and right is provided on the side surface of the side plate member. Is fitted into the vertical insertion groove, the side surface of the cover as both side portions of the side surface can come into contact with both side edge portions of the vertical insertion groove, and in this state, the groove edge of the vertical insertion groove is While being covered with the cover side surface, a vertical drainage channel is formed between the front end surface of the side protrusion and the groove bottom surface of the vertical insertion groove. Further, the lower surface of the side plate member is provided with a lower surface protruding portion that can be fitted into the drainage groove, and the lower surface protruding portion is fitted into the drainage groove as both side portions of the lower surface. The lower surface of the cover can abut on both sides of the upper end of the drainage groove. In this state, the groove edge at the upper end of the drainage groove is covered with the lower surface of the cover, and the lower surface of the projecting portion of the lower surface and the drainage A drainage channel is formed between the groove bottom surface and the groove. The vertical drainage channel, the drainage gap, and the drainage channel communicate with each other. Further, the substrate member, the column member, and the top plate member each have a connecting shaft inserted into a connecting connecting hole formed by connecting a connecting hole penetrating in the vertical direction. The upper and lower nuts are screwed into the upper and lower ends of the upper and lower nuts and tightened to tighten the whole, so that the whole is connected and integrated, and the connecting shaft is inserted into the communication connecting hole. A vertical drainage channel is formed around the connecting shaft, and the water flowing down the vertical drainage channel can be discharged through a discharge part formed in a tightening part of the lower nut. To do.

  In the seismic resistant hill carote structure, it is preferable to radially provide water guide grooves that guide water in the drain gap toward the vertical drainage channel in the substrate member on the bottom surface of the recess.

  Further, in the earthquake resistant hill caroten structure, the connecting hole provided in the substrate member is entirely accommodated in the range of the groove width of the drainage groove when the drainage groove is assumed to be extended in the recess. It is good to provide a part of it.

The present invention has the following excellent effects.
According to the present invention, it is possible to improve the earthquake resistance without impairing the appearance of the hill carote structure, and it is possible to stably maintain the quake resistance performance of the hill carote structure over a long period of time. This will be specifically described below.

(1) The earthquake-resistant hill carote structure according to the present invention is such that a connecting hole penetrating in the vertical direction provided in each of the board member, the support member, and the top plate member is communicated, and the connecting shaft is inserted into the communicating connection hole. And since the structure which connects and integrates the whole with this connecting shaft is employ | adopted, the whole hill carote structure can be firmly connected and integrated with this connecting shaft in the state which this connecting shaft is not visually recognized from the outside.
Therefore, according to the present invention, it is possible to easily construct an earthquake-resistant hill caroten structure that can prevent a fall due to vibration during an earthquake without impairing the appearance of the hill caroten structure.

(2) The seismic resistant hill carote structure according to the present invention has a vertical drainage channel formed in a peripheral portion of the connection shaft in a state where the connection shaft is inserted into the communication connection hole. A vertical drainage channel formed by inserting the side protrusion of the member into the vertical insertion groove of the column member, and a drainage gap formed by inserting the insertion projection of the column member into the recess of the substrate member The drainage channel formed by fitting the lower surface protruding portion of the side plate member into the drainage groove is communicated, and a drainage hole is provided in the drainage channel.

  Therefore, according to the present invention, rainwater that has flowed into the vertical drainage channel or blown into the vertical drainage channel through a gap in the fitting portion of the side plate member and flowed down the vertical drainage channel to reach the drainage gap. Rainwater and, further, rainwater that has entered the drainage gap through the gap between the joint portion of the substrate member and the column member, are connected to the connection hole of the substrate (in the periphery of the connection shaft) provided in the recess portion of the substrate member. It will flow down and drain through the vertical drainage channel). In addition, moss grows in the vertical drainage channel formed on the substrate member and water is not easily discharged, so that water accumulates in the drainage gap, or the amount of water flowing into the drainage gap is large. When this is accumulated in the drainage gap, these waters flow into the drainage channel and are discharged through the drainage holes.

  Thus, according to the present invention, it is possible to reduce the time for the connecting shaft to contact the rainwater, and to suppress the corrosion deterioration of the connecting shaft due to rainwater. Therefore, the seismic performance of the hill carote structure can be stably maintained over a long period of time. It can be maintained.

(3) In particular, when a water guide groove is provided radially on the bottom surface of the recess, the water in the drainage gap can be guided more smoothly toward the vertical drainage channel, and drainage performance can be improved. In particular, when the connection hole of the substrate is set so that the entire drainage groove fits in the range of the drainage groove width when the drainage groove is assumed to be extended in the recess, or a part thereof is accommodated, When the water that has flowed down the vertical drainage channel provided in the column member overflows at the upper end of the vertical drainage channel provided in the substrate member, this water is further fed into the drainage channel. It can flow quickly.

  As a result, the time during which the connecting shaft contacts the rainwater can be further shortened, and corrosion deterioration of the connecting shaft due to rainwater can be suppressed accordingly.

(4) According to the present invention, the cover edge surface provided at the lower end portion of the support member can stably abut on the upper peripheral edge portion of the recess portion provided in the substrate member, and the side plate The side surface of the cover as both side portions of the side surface of the member can come into contact with both side edge portions of the vertical insertion groove, and the bottom surface of the cover as both side portions of the bottom surface of the side plate member is stable on both side portions of the upper end of the drainage groove. Can contact.

  Therefore, according to the present invention, the structural stability of the hill carote structure can be ensured, and the vertical drainage channel, the drainage gap, and the drainage channel can be reliably secured to achieve smooth drainage. become.

(5) According to the present invention, the upper end edge of the recess is covered with the cover edge surface of the column member in a state where the column member is erected on the substrate member. Further, in a state where the side plate member is placed on the substrate member and attached to the support member, the groove edge of the vertical insertion groove is covered and hidden by the side surface of the cover, and the upper edge of the drainage groove is the cover. It will be covered with the lower surface.

  Therefore, according to the present invention, the depressions, drainage grooves, and vertical insertion grooves provided for drainage do not impair the appearance of the hill carote structure.

Embodiments of the present invention will be described below with reference to the drawings.
1 and 2, the earthquake-resistant hill carote structure 1 according to the present invention is provided with a ossuary space 2 therein, and a stone 5 as an intermediate platform 3 is stacked thereon, A stone material 5 as an upper base 6 is stacked on top of each other, and a stone material 5 as a long meteorite 7 is stacked on the top and bottom of the stone material 5 to build an earthquake-resistant tombstone 9. Granite is suitable as the stone 5.

  As shown in FIGS. 1 to 4, the hill carote structure 1 is configured by combining stone members as a whole, and includes a substrate member 10 having a square plate shape and four corners of a substrate upper surface 11 of the substrate member 10. The opening before the head member 12, 12, 12, 12 of the same height standing upright and the front side of the tombstone among the openings 13 formed between the adjacent supporting members 12, 12 The gate-shaped front side plate member 15 covering the portion 13a, the door plate member 17 installed in a state of overlapping the front surface 16 of the front side plate member 15, and the left and right opening portions 13b on the left and right side surfaces of the tombstone 9 , 13c covering the left and right side plate members 19, 20; a side plate member 21 covering the rear opening 13d existing on the back side of the tombstone; the pillar members 12, 12, 12, 12 at the four corners and the front and rear side plates; On the members 15 and 21 and the left and right side plate members 19 and 20 A planar top plate member 22 to be placed, and a top plate member 23 which is placed on the top plate member 22.

  As shown in FIGS. 4 to 7, the column member 12 has a square cross section and expands so that one side of the square increases from the upper end to the lower end. It is formed as a square horizontal plane. And two inner side pillar side surfaces (side surfaces where the neighboring column members 12, 12 face each other) 27, 27 which are located on the inner side are formed as vertical surfaces, and the outer two side surfaces 29, 29 are formed at the upper and lower sides thereof. Are formed as upper and lower vertical surfaces 30, 31, 30, 31, and the portions 32, 32 between the upper and lower vertical surfaces 30, 31 are curved surfaces that expand outward from top to bottom. Is formed.

  Further, for example, the inner strut side surfaces 27, 27 that form a vertical surface, near the inner corner 35, extend vertically and open at the upper and lower ends and open at the inner strut side surfaces 27, 27. Vertical insertion grooves 33 and 33 having a shape are provided. In addition, a fitting protrusion 36 is provided on the horizontal support lower surface 26. The fitting projection 36 has a shape in which the projection lower surface 37 is formed in a horizontal plane, and the outer peripheral edge 39 is in a state of retreating to the inner side of the outer peripheral edge 40 of the support lower surface 26 and along the outer peripheral edge 40. It is said that. A peripheral edge portion of the lower surface 26 of the support column 26 on the outside of the fitting projection 36 is a cover edge surface 41. In addition, a column connecting hole 42 having an open upper and lower end is provided vertically in the center of the column upper surface 25 having a square shape.

  If the dimension of the main part of the support | pillar member 12 which has this structure is illustrated, one side of the square of the said support | pillar upper surface 25 will be set to 14 cm, and one side of the square of the said support | pillar lower surface 26 may be set to 20 cm. The vertical insertion grooves 33 and 33 have a groove width of 40 mm and a downward protrusion amount of the insertion protrusion 36 of 10 mm. The width of the cover edge surface 41 is set to 5 mm. Further, the height of the column member 12 is set to 46 cm, and the diameter of the connecting hole 42 of the column is set to 20 mm.

  The substrate member 10 is configured as a plate body having a square shape or a rectangular shape in plan view. In this embodiment, as shown in FIGS. 4 and 8 to 9, it has a square plate shape, and the column members 12, 12, 12, 12 are erected at four corners of the upper surface 43 of the substrate. . As shown in FIG. 4, the column members 13, 13, 13, 13 are opposed to the vertical insertion grooves 33, 33 provided on the two inner column side surfaces 27, 27 located inside the column members 13, 13, 13. So as to be erected. Therefore, in the four corners of the substrate upper surface 43, concave portions 45, 45, 45, 45 having a square shape in a plan view are recessed for fitting the fitting protrusions 36, 36, 36, 36. .

  As shown in FIG. 7, the size of the recess 45 is such that the cover edge surface 41 abuts on the upper peripheral edge portion 46 of the recess 45 when the insertion protrusion 36 is fitted into the recess 45. Thus, the upper end edge 47 of the recess 45 is covered with the cover edge surface 41. A drain gap 51 is formed between the bottom surface 37 of the fitting projection 36 and the bottom surface 50 of the recess 45 in the state where the cover edge 41 is in contact with the peripheral edge 46 of the upper end. It is made like that.

  As shown in FIGS. 8A and 9A, the substrate upper surface 43 has left and right drain grooves (upper end open) so as to connect the recessed portions 45a, 45b, 45c, and 45d adjacent to each other. 52 and 52 are provided, and a rear drainage groove (upper end opening) 52 is provided so as to connect the left and right adjacent recesses 45b and 45d, and an intermediate portion in the length direction of each drainage groove 52 is provided. In the present embodiment, a drain hole 56 is provided in the groove bottom surface 55 so as to penetrate the substrate member 10 in the vertical direction. In this embodiment, when the door plate member 17 is removed at the time of bone delivery, the space between the left and right adjacent recesses 45a and 45c becomes visible, so the aesthetics of the hill caroten structure is taken into consideration. A drainage groove is not provided between the recesses 45a and 45c.

  As shown in FIGS. 10 to 11, each drainage groove 52 is formed so that the insertion protrusion 36 is inserted into the recess 45 and the adjacent vertical support grooves 33 of the adjacent strut members 12, 12 are standing. , 33 so as to connect the lower end portions 57, 57, and the groove bottom surface 55 of the drainage groove 52 is formed flush with the recess portion bottom surface 50 of the recess portion 45. Although the groove bottom surface 55 may be formed horizontally, in this embodiment, the groove bottom surface portions 55a and 55a on both sides of the drain hole 56 are directed toward the drain hole 56 as shown in FIG. A water gradient that slopes downward is provided. Thereby, even if the drainage groove is not provided between the left and right adjacent recesses 45a and 45c, all the drainage gaps 51, 51, 51 formed in the recesses 45a, 45b, 45c, and 45d. , 51 can be caused to flow into any drainage groove 52 (more specifically, to a drainage channel 108 described later) and discharged through the drainage hole 56.

  As shown in FIGS. 8 to 9 and FIG. 11, in the recess bottom surface 50, a substrate connection hole 59 is in communication with the column connection hole 42 penetrating the column member 12. It is provided so as to penetrate the member 10 in the vertical direction. A lower portion of the connecting hole 59 of the substrate is an enlarged hole 58 for accommodating a nut 125 described later. In the present embodiment, as shown in FIGS. 9B and 9C, the connection hole 59 of the substrate on the bottom surface 50 of the recess portion extends the drainage groove 52 within the recess portion 45. It is set so that the entirety of the drainage groove fits in the range of the width of the drainage groove or a part of the drainage groove when it is assumed that the extension portion is indicated by a one-dot chain line or a two-dot chain line. Further, in this embodiment, in order to smoothly guide the water in the drain gap 51 toward the connection hole 59 of the substrate, as shown in FIGS. A water guiding groove 61 is provided so as to connect the 50 corners 60, 60, 60, 60 and the connecting hole 59 of the substrate.

  Further, in this embodiment, the central part of the substrate member 10 is provided with a concave space portion 62 having a square shape and having an open upper end, and is formed in the central portion of the bottom portion of the residual space portion 62. For example, a bone opening 63 having a circular shape is provided.

  If the dimension of each part of the board | substrate member 10 which has this structure is illustrated, the length of the one side of the square will be set to 165 cm, the depth of the said hollow part 45 will be set to 30 mm, and the groove | channel of the said drain groove 52 The width is set to 40 mm which is equal to the groove width of the vertical insertion groove 33. The hole diameter of the connecting hole 59 of the substrate is set to 20 mm equal to the diameter of the connecting hole 42 of the support column, the groove width of the water guiding groove 61 is set to 5 mm, and the groove depth is set to 5 mm. Is set.

  Further, as shown in FIG. 12, the top plate member 22 has a square plate shape, and a lower vent hole (circular vent hole in this embodiment) 65 is provided at the center thereof. In addition, at the four corners of the top plate member 22, the outside ceiling is in communication with the connection holes 42, 42, 42, 42 of the support columns provided in the support members 12, 12, 12, 12 in the standing state. Plate connection holes 66, 66, 66, 66 are provided, and an upper portion of the outer top plate connection hole 66 is an enlarged hole 67 for accommodating a nut 127 described later. Also, inner top plate connection holes 69, 69, 69, 69 are provided at the four corners of the peripheral portion of the lower vent hole 65, and the lower portion of the inner top plate connection hole 69 is: The enlarged hole 70 is for accommodating a nut 180 described later. Taking the dimensions of each part as an example, the length of one side of the square of the top plate member 22 is set to 89 cm, and the thickness thereof is set to 7 cm. Further, the diameter of the lower vent hole 65 is set to 6 cm, and the diameter of the connecting hole 66 of the outer top plate is set to 20 mm which is equal to the diameter of the connecting hole 42 of the support column. The diameter of the enlarged holes 67 and 70 is set to 40 mm.

  Further, as shown in FIG. 13, the upper plate member 23 is placed on the top plate member 22 and has a square plate shape whose upper surface 71 is horizontal. From the outer peripheral edge 73 (FIG. 2) of the top plate member 22, it protrudes outward. An upper ventilation hole (diameter: 6 cm) 75 that can communicate with the lower ventilation hole 65 in the mounted state is provided. In the present embodiment, the upper end 76 of the upper ventilation hole 75 is covered with a ventilation lid 78 having, for example, a disk shape provided with a number of ventilation holes 77 as shown in FIG. The fixing hole 79 is fixed to the upper end portion of the vent hole 75 by the biasing action of the fixing pin 79. The ventilation lid 78 prevents an object from falling into the upper ventilation hole 75 when a later-described ventilation space 146 provided in the middle base 3 is used as a cleaning tool case for visiting a grave.

  Further, at the four corners of the peripheral portion of the upper vent hole 75, there are upper plate connecting holes 80, 80, 80, 80 which can communicate with the inner top plate connecting holes 69, 69, 69, 69 respectively. Is provided. In this embodiment, a drainage guide groove 81 is provided so as to connect the connecting hole 80 of each upper plate and the above vent hole 75. Further, as shown in FIGS. 13B and 13C, a draining groove 83 is provided in the central portion in the width direction of the lower surface 82 of the outer peripheral edge portion 72 so as to be continuous in the circumferential direction. The draining groove 83 flows along the surface of the constructed tombstone 9 and moves to the lower surface 82 of the upper plate member 23 so that the water does not move to the support member 12 or the side plate members 15, 19, 20, 21 side. Like to drain.

  If the dimension of each part of the upper plate member 23 having such a configuration is exemplified, the length of one side of the square is set to 110 cm and the thickness is set to 7 cm. The diameter of the connecting hole 69 of the top plate is set to 20 mm which is equal to the diameter of the column connecting hole 42. The drain guide groove 81 has a groove width of 10 mm and a groove depth of 10 mm at the outer end and 20 mm at the inner end. The draining groove 83 is provided 5 cm inward from the edge 85 of the upper plate member 23, and the groove width is set to 10 mm and the groove depth is set to 20 mm.

  Further, as shown in FIG. 1, a water basin 87 is placed at the center portion of the horizontal upper surface 71 of the upper plate member 23 on the front installation surface 86 which forms the front side portion of the tombstone. Flower stands 89 and 89 are placed on both sides. Then, the middle base 3 is installed on the central installation surface 90 located thereafter.

  As shown in FIG. 15, the front side plate member 15 has a rectangular rectangular portal shape with a rectangular opening 91 having a lower end open at the center portion, and has left and right side surfaces. Side projections 93, 93 that can be fitted into the left and right vertical fitting grooves 33, 33 provided on the left and right column members 12, 12 are provided along the center line in the width direction of 92, 92. ing. 16 (A) and 16 (B), the cover side surfaces 95, 95 as both side portions of the side surface 92 in the state where the side surface protruding portion 93 is inserted into the vertical insertion groove 33, It can abut on both side edge portions 96, 96 of the vertical insertion groove 33 on the inner support side surface 27. In this state, the cover side surfaces 95, 95 cover the groove edges 97, 97 of the vertical insertion groove 33. In this state, a vertical drainage channel 101 is formed between the front end surface 99 of the side protrusion 93 and the groove bottom surface 100 of the vertical insertion groove 33.

  The left and right side plate members 19 and 20 and the rear side plate member 21 have the same configuration, and have a horizontally long rectangular plate shape as shown in FIGS. And it can fit in the vertical insertion groove | channels 33 and 33 which are oppositely provided in the support | pillar members 12 and 12 of the standing state which adjoins the front and back, or right and left along the width direction center line of the side surfaces 92 and 92. Side protrusions 93 and 93 are provided in a protruding manner. As shown in FIGS. 16 (A), (C), and (D), cover side surfaces 95 and 95 as both side portions of the side surface 92 are formed in a state where the side surface protruding portion 93 is inserted into the vertical insertion groove 33. The inner strut side face 27 can come into contact with both side edge portions 96, 96 of the vertical insertion groove 33. In this state, the cover side surfaces 95, 95 cover the groove edges 97, 97 of the vertical insertion groove 33. In this state, a vertical drainage channel 101 is formed between the front end surface 99 of the side protrusion 93 and the groove bottom surface 100 of the vertical insertion groove 33.

  Further, the lower surface 102 is provided with a lower surface protruding portion 103 that can be fitted into the drainage groove 52. In the state where the lower surface protruding portion 103 is fitted into the drainage groove 52, FIG. As shown in FIG. 6, the cover lower surfaces 105 and 105 forming both side portions of the lower surface 102 can abut on both side portions 106 and 106 at the upper end of the drainage groove 52. In this state, the cover lower surfaces 105 and 105 cover the groove edges 107 and 107 at the upper end of the drainage groove 52. In this state, the drainage channel 108 is formed between the lower surface 109 of the lower surface protrusion 103 and the groove bottom surface 55 of the drainage groove 52. Note that the lower surface protruding portion 103 is provided only in a portion that fits into the drainage groove 52, and therefore, the outer end surface 110 of the lower surface protruding portion 103 has the side surface 92 as shown in FIG. It is retreated inward from the edge 92a.

  1-4, the door plate member 17 is provided with a fitting projection 111 that fits into the osteotomy opening 91 and covers the osteotomy opening 91 from the outside, as shown in FIGS. Between the left and right support members 12, 12.

  Using the substrate member 10 and the column members 12, 12, 12, 12, the front and rear side plate members 15, 21, the left and right side plate members 19, 20, the top plate member 22, and the upper plate member 23 having such a configuration. When assembling the hill carote structure 1, as shown in FIG. 18, the fitting protrusions 36, 36, 36, 36 of the four support members 12, 12, 12, 12 are respectively connected to the corresponding recesses. Fit into 45, 45, 45, 45. In this state, as shown in FIG. 7, the cover edge surface 41 comes into contact with the upper peripheral edge portion 46 of the recess 45, whereby the column member 12 is stabilized on the substrate upper surface 43 of the substrate member 10. It will be in the state erected. The upper edge 47 of the recess 45 is covered with the cover edge surface 41. In addition, a drain gap 51 is formed between the bottom surface 37 of the fitting protrusion 36 and the bottom surface 50 of the recess 45 in the state where the cover edge surface 41 is in contact with the peripheral edge 46 of the upper end. The In this state, the connecting hole 42 of the support column and the connecting hole 59 of the substrate can be in a substantially communicating state, but thereafter, both are accurately positioned.

  Then, as shown in FIG. 19, the lower end portions of the side protrusions 93 and 93 of the front and rear side plate members 15 and 21 and the left and right side plate members 19 and 20 are the upper ends of the vertical insertion grooves 33 and 33 facing each other. When the side plate member is dropped between adjacent column members 12 and 12 after being inserted into the portion, the lower surface protrusion 103 is fitted into the drain groove 52 as shown in FIG. The cover lower surfaces 105 and 105 are in contact with both side edge portions 106 and 106 at the upper end of the drainage groove 52. As a result, the side plate members 15, 21, 19, and 20 are stably erected on the substrate upper surface 43 of the substrate member 10. In this state, as shown in FIG. 17C, the cover lower surfaces 105 and 105 cover and hide the groove edges 107 and 107 at the upper end of the drainage groove 52, and the lower surface 109 of the lower surface protrusion 103 and the drainage. A drainage channel 108 is formed between the groove bottom surface 55 of the groove 52.

  Further, in the state in which the side protrusions 93 are fitted in the vertical insertion grooves 33, as shown in FIG. 16, cover side surfaces 95, 95 as both side portions of the side surface 92 are formed on the inner column side surface 27. The side plate members 15, 21, 19, 20 are stably attached to the column members 12 by contacting the side edge portions 96, 96 of the vertical insertion groove 33. In this state, the cover side surfaces 95, 95 cover the groove edges 97, 97 of the vertical insertion groove 33 (FIGS. 16A, 16B, 16C, and 16D). In this state, the vertical drainage channel 101 is formed between the distal end surface 99 of the side protrusion 93 and the groove bottom surface 100 of the vertical insertion groove 33. As shown in FIG. 10, the drain gap 51 is in communication with the drain channel 108, and the groove bottom surface 55 and the recess bottom surface 50 are in a series. As a result, a continuous drainage channel 117 in which the vertical drainage channel 101, the drainage gap 51, and the drainage channel 108 are connected in series is formed.

  Thereafter, as shown in FIG. 20, the top plate member 22 is accurately connected to the connection holes 42 of the corresponding support columns by connecting the connection holes 66, 66, 66, 66 of the top plate provided at the four corners thereof. As the upper and lower communication state, the top plate member 22 is made up of the upper surface 25, 25, 25, 25 (FIG. 18) of the support members 12, 12, 12, 12 and the upper surface 119 of the front, rear, left and right side plate members 15, 21, 19, 20. , 119, 119, 119 (FIG. 18).

  Thereafter, the whole is connected and integrated by the lower connecting shaft 120. The lower connecting shaft 120 is made of, for example, stainless steel that is long in the vertical direction, and has male screw parts 121 and 122 at the upper and lower ends as shown in FIG. The diameter of the lower connection shaft 120 is set to 16 mm, and the lower communication shaft 59, the connection hole 42 of the support column, and the connection hole 69 of the outer top plate are connected in a vertically connected state. Each of the four connecting holes 124 is inserted. Thereafter, in the enlarged hole 58 of the connecting hole 59 of the substrate, a lower nut 125 is screwed through a washer 123 to a male screw part 122 below each lower connecting shaft 120, and then the ceiling. In the enlarged hole 67 of the connection hole 66 of the plate, the upper nut 127 is screwed into the upper female screw portion 121 via a washer and tightened. Thereafter, the connection hole 69 of the inner top plate and the connection hole 80 of the upper plate are aligned, and the upper plate member 23 is stacked on the top plate member 22. As a result, the upper female thread portion 121 and the upper nut 127 are covered with the upper plate member 23, and the hill carrot structure having the ossuary space portion 2 therein as shown in FIG. Object 1 will be constructed.

  In the hill carrot structure 1 configured as described above, the cover edge surface 41 provided at the lower end portion of the column member 2 has the upper peripheral edge portion of the recess 45 provided in the substrate member 10. 46, and the cover side surfaces 95, 95 as both side portions of the side surface 92 of the side plate members 15, 21, 19, 20 can contact the side edge portions 96, 96 of the vertical insertion groove 33. Moreover, since the cover lower surfaces 105 and 105 as both side portions of the lower surface 102 of the side plate members 15, 21, 19 and 20 can stably contact the side portions 106 and 106 at the upper end of the drainage groove 52, In addition to ensuring the structural stability of the hill carote structure 1, the vertical drainage channel 101, the drainage gap 51, and the drainage channel 108 can be reliably secured to achieve smooth drainage. It becomes door.

  Further, the upper end edge 47 of the recess 45 is covered with the cover edge surface 41 of the support member 12 in a state where the support member 2 is erected on the substrate member 10, and the groove edge 97 of the vertical insertion groove 33 is the cover. While being covered with the side surface 95, the groove edge 107 at the upper end of the drainage groove 52 is covered with the cover lower surface 105.

  Therefore, according to the present invention, the depression 45, the vertical insertion groove 33, and the drainage groove 52 provided for drainage do not impair the appearance of the hill caroten structure 1.

  Moreover, in the hill carrot structure 1 configured as described above, the diameter of the lower connection shaft 120 is set to 16 mm and the hole diameter of the lower communication connection hole 124 is set to 20 mm as described above. Therefore, as shown in FIG. 20B, a lower vertical drainage channel 129 is formed around the lower connecting shaft 120. As described above, the lower nut 125 is screwed into the male screw portion 122 below the lower connecting shaft 120 via the washer 123, and the lower nut 125 is tightened. Therefore, the water flowing down the lower vertical drainage channel 129 is gradually discharged through the substrate discharge portion (gap) 130 generated in the tightening portion of the lower nut 125.

  22A and 22B, the top surface (upper surface) 131 of the enlarged hole 58 is provided with a top surface discharge groove 133 that communicates with the lower end 132 of the lower communication connection hole 124, The top surface discharge groove 133 extends outward from the contact fixing portion (washer 123 and nut 125) 148 with respect to the top surface 131, so that the water flowing down the vertical drainage channel 129 is provided. Can be smoothly discharged from the discharge portion 130 as the tip portion 135 of the top surface discharge groove 133. FIG. 23A uses a discharge washer 118 provided with a discharge groove 114 shown in FIG. 23B instead of providing the top surface discharge groove 133, and the discharge washer 118 is used as the discharge groove. 114 shows a state in which the lower nut 125 is screwed into the lower male screw portion 122 and tightened through the washer 123 after the 114 is brought into contact with the top surface 131. In this case, the water flowing down the lower vertical drainage channel 129 can be smoothly discharged from the discharge portion 130 as the tip 114a of the discharge groove 114.

  In this embodiment, as shown in FIG. 20, the base plate member 10 is placed on the cast-in-place concrete 139 via anchor bolts 137 bent in an L shape (the bone opening 63 is not blocked). Therefore, the lower nut 125 is a long nut 125a. In FIG. 20, the lower half 140 of the long nut 125 a protrudes downward from the lower surface 141 of the base plate member 10, and the upper screw portion 143 of the vertical shaft portion 142 of the anchor bolt 137 is screwed into the lower half 140. Then, the anchor bolt 137 protrudes from the lower surface 141 of the substrate member 10.

  Next, description will be given of the middle base 3, the upper base 6, the meteorite 7 and the like that constitute the tombstone 9 shown in FIGS. The whole structure of the earthquake-resistant tombstone 9 formed by connecting and integrating with the connecting rod 144 will be described.

  As shown in FIG. 24, the intermediate platform 3 is installed on the rear installation surface 90 and is configured in a square column shape having a square shape in a plan view, and has a ventilation space 146 therein. is doing. The ventilation space 146 is opened forward by a front opening 149 formed by opening, for example, in a rectangular shape at the center of the front surface 147 of the middle base 3, and at the center of the lower surface 150 of the middle base 3. It is opened at a lower surface opening 151 formed by opening in a rectangular shape at the front side portion. One side of the square of the intermediate platform 3 is set to 60 cm, for example, and its height is set to 32 cm, for example. A rod-shaped impermeable wall 152 extending in the left-right direction, for example, having a square cross section with a side of 30 mm is connected to the boundary between the front opening 149 and the lower opening 151 so as to connect the left and right ends of the boundary. The front surface 153 and the lower surface 154 of the rod-shaped impermeable wall 152 are flush with the front surface 147 and the lower surface 150 of the middle platform 3, respectively.

  Further, at the four corners of the upper surface 155 of the middle base 3, the middle base connecting holes 156 are located outside the ventilation space 146 so as to communicate with the upper plate connecting holes 80, 80, 80, 80, respectively. 156, 156 and 156 are vertically provided. The hole diameter of the connecting hole 156 in the middle base is set to 20 mm, and the upper end portion thereof is enlarged to 40 mm to be an enlarged hole 158 for accommodating the nut 157.

  Further, the central portion of the upper surface 155 of the middle base 3 is formed as a horizontal installation surface 159 having a square shape, and is formed to be higher than the periphery. As shown in FIG. 25 (A), the horizontal placement surface (the upper surface 155 of the middle platform 3) 159 has a central portion so as to penetrate the top portion 160 above the ventilation space 146 in a vertical state as shown in FIG. A stand connection drain hole 161 is provided. The diameter of the connecting drain hole 161 of the middle platform is set to 20 mm, for example. In this embodiment, the periphery of the upper end of the connection drainage hole 161 of the middle base 3 facilitates the inflow of water into a vertical drainage channel 239 described later, and the insertion of the connection rod 144 into the hole upper end 162 is performed. For the sake of simplicity, a conical concave surface 163 is formed by chamfering. As shown in FIG. 25, the lower surface 150 of the top portion 160 of the intermediate platform 3 has a discharge groove 167a in a cross shape, for example, in a state communicating with the lower end 165 of the connection drainage hole 161 of the intermediate platform. Is provided.

  As shown in FIGS. 24A and 25, the drainage groove that communicates with the upper end 162 of the hole on the upper surface 162 of the intermediate platform on the opposite side of the upper end 162 of the connecting drainage hole 161 of the middle platform. 169 is provided. In the present embodiment, four of the drainage grooves 169 are provided in a radial pattern so as to communicate with the upper end 162 of the hole, and a straight line connecting the corner 170 of the horizontal installation surface 159 and the center of the upper end 162 of the hole. It is provided along. The outer end of the collecting / draining groove 169 is provided so as not to break the outer surface of the intermediate platform 3. If it breaks, not only will the appearance of the tombstone be impaired, but rainwater will also enter the drainage ditch 169 from there. In the present embodiment, the outer end 171 of the collecting and draining groove 169 is provided in a state where it is retracted from the corner 170 to the inner side of the bowl by about 30 mm, for example. The groove width of the drainage groove 169 is about 10 mm, and the groove depth is formed to have a water gradient from the outer end 171 to the inner end 172 as shown in FIG. For example, the depth is set to 10 mm, and the inner end 172 is set to a depth of 20 mm, for example.

  As shown in FIG. 26, the intermediate platform 3 having such a configuration is placed with the lower surface 150 of the intermediate platform 3 in contact with the central installation surface 145 of the upper surface 71 of the upper plate member 23. Thereby, it will be in the state by which this middle stand 3 was installed on the hill carote structure 1.

  Specifically, as shown in FIG. 26, the intermediate base 3 is connected to the connection drainage holes 161, 161, 161, 161 of the intermediate base with the connection holes 80, 80, 80 of the upper plate. , 80, and the lower plate 150 of the middle base 3 is placed in contact with the central installation surface 90 of the upper plate member 23. In this state, as shown in FIG. 26, the upper connecting shafts 176, 176, 176, and 176, which are made of, for example, stainless steel and are provided with male screw portions 173 and 175 at the upper and lower ends, are connected to the middle platform. A hole 161, the upper plate connection hole 156, and the top plate connection hole 66 are inserted into the upper communication connection hole 177, and the male screw portion below the upper connection shaft 176 is inserted into the enlarged hole 70. The lower nut 180 is screwed into the 175 via the washer 179, and the nut 157 is screwed into the upper male screw portion 173 via the washer 180 in the enlarged hole 158 and tightened. In this state, the male screw portion 173 on the upper connecting shaft 176 and the upper nut 157 are accommodated in the enlarged hole 158 and do not protrude upward. As a result, the intermediate platform 3 is installed in a fixed state on the hill carote structure 1.

  And in this connected state, the diameter of the upper connecting shaft 176 is set to 16 mm and the hole diameter of the upper communication connecting hole 177 is set to 20 mm as described above. An upper vertical drainage channel 181 is formed around the connecting shaft 176. And, as described above, the lower nut 180 is screwed into the male screw portion 175 below the upper connecting shaft 176, which is accommodated in the enlarged hole 70, and the lower nut 180 is tightened. However, the water that has flowed down the upper vertical drainage channel 181 is gradually discharged through a discharge portion (gap) 184 generated in a tightening portion of the lower nut 180.

  As shown in FIG. 27, the top surface (upper surface) 182 of the enlarged hole 70 is provided with a top surface discharge groove 185 communicating with the hole lower end 183 of the upper communication connection hole 177, and the top surface discharge groove 185 is provided. The water that has flowed down the upper vertical drainage channel 181 is made to extend to the outside of the abutting and fixing portion (washer 179 and nut 180) 198 with respect to the top surface 182, and the space for bone delivery is made. In the portion 2, it can be smoothly discharged from the discharge portion 184 as the tip portion of the top surface discharge groove 185. Further, as shown in FIG. 28, using the washer 118 for discharge provided with the discharge groove 114 shown in FIG. 23, the water flowing down the upper vertical drainage channel 181 is used as the tip 114a of the discharge groove 114. It is also possible to smoothly discharge from the discharge unit 184.

  Then, with the intermediate platform 3 installed in this way, as shown in FIGS. 1 and 2, the water basin 87 is placed in the center of the front placement surface 86 and flower stands 89 on both sides thereof. , 89 are mounted. The front opening 149 can be opened by removing the water basin 87, and thereby a cleaning tool for visiting the grave can be taken in and out of the ventilation space 146 through the front opening 149.

  As shown in FIG. 29, the water basin 87 has a ventilation space 187 therein. The ventilation space 187 is formed by being opened at the center of the upper surface 189 of the water basin 87, for example, opened upward by a circular mounting hole 190 and opened at the rear surface 191 of the water basin 87. Is opened at the rear opening 192 formed. The rear opening 192 is continuous with the front opening 149 of the ventilation space 146. Then, as shown in FIG. 30, an incense holder / ventilator 193 is detachably attached to the attachment hole 190.

  As shown in FIGS. 29 to 30, the incense holder combined use ventilation device 193 has a ventilation space 188 having an open lower end inside, and has a thin cylindrical shape having an open upper end at the upper end of the cylinder passing portion 194. A cylindrical incense holder 195 is provided, and a fixed cylinder part 196 is provided at the lower end of the through-cylinder part 194. The fixed cylindrical portion 196 has a cylindrical shape whose upper and lower ends are open, and an annular flange portion 197 placed on the upper peripheral edge portion of the mounting hole 190 is bent at the upper end thereof. Then, by the biasing action of the spring member 199 attached to the outer surface of the fixed cylinder part 196, the fixed cylinder part 196 is detachably fixed to the water basin 87 while being inserted into the attachment hole 190. The As shown in FIG. 30, the cylinder portion 194 is provided with a large number of ventilation openings 200 in the circumferential direction, and the ventilation openings 200 communicate with the ventilation space 188. The vent opening 200 is formed with a cylindrical insect net 201 in this embodiment, and a bee or the like enters the inside through the vent opening 200 to form a nest. To prevent. At the upper end of the through-cylinder portion 194, an umbrella-shaped heel portion 202 is provided around for the purpose of preventing rain water from entering the vent opening 200 as much as possible.

  2 and 30 show a state in which the incense holder / air vent 193 is fixed to the upper end of the water basin 87, and the ossuary space portion 2 of the hill carote structure 1 is provided in the top plate member 22. The lower vent hole 65, the upper vent hole 75 provided in the upper plate member 23, the vent space 146 of the middle base 3, the vent space 187 of the water basin, and the incense holder combined vent It communicates with an air passage 203 formed of an air space 188 provided inside the tool 193 and communicates with the outside air through the air opening 200, thereby enabling the space 2 for ventilation to be ventilated. ing. Note that candle stands 205 and 205 are provided on both sides of the upper surface of the water basin 87.

  As shown in FIGS. 31 to 32, the upper base 6 is formed in a prismatic shape having a square shape in plan view, and a central portion of the upper surface 206 is formed as a horizontal installation surface 207 having a square shape, It is formed higher than the surrounding area. As shown in FIG. 34, the upper base 6 is stacked on the intermediate base 3 with the lower surface 209 in contact with the horizontal placement surface (upper surface of the intermediate base) 159 of the intermediate base 3. In this embodiment, one side of the square is set to 44 cm, for example, and the height is set to 30 cm.

  In the central portion of the horizontal mounting surface (the upper surface of the upper base) 207 of the upper base 6, a connecting drain hole 211 of the upper base having a diameter of 20 mm that can communicate with the central connecting drain hole 161 is in a vertical state. It is penetrated by. The periphery of the upper end of the connection drainage port 211 of the upper base is chamfered so as to facilitate the inflow of water into a vertical drainage channel 239 described later and to facilitate the insertion of the connection rod 144 into the hole upper end 212. A concave surface 213 is formed.

  As shown in FIG. 31 (A), a drainage groove 169 communicating with the hole upper end 212 is provided on the side opposite to the hole upper end 212 of the upper connection drainage hole 211. In the present embodiment, four drainage grooves 169 are provided radially in communication with the hole upper end 212, and a straight line connecting the corner 213 of the horizontal installation surface 207 and the center of the hole upper end 212. It is provided along. The outer end 171 of the drainage groove 169 is provided so as not to break the outer surface of the upper base 6. If it breaks, not only will the appearance of the tombstone be impaired, but rainwater will also enter the drainage ditch 169 from there. In the present embodiment, the outer end 171 of the collecting and draining groove 169 is provided in a state of being retracted, for example, about 30 mm from the corner 213 to the inner side of the bag. The drainage groove 169 has a groove width of about 10 mm, and the groove depth is formed to have a water gradient from the outer end 171 toward the inner end 172. The outer end 171 is, for example, 10 mm, and the inner end 172. For example, the depth is set to 20 mm.

  Further, the horizontal lower surface 209 of the upper base 6 is made to correspond to the drainage grooves 169, 169, 169, 169 provided on the upper surface 155 of the intermediate base 3, as shown in FIGS. Thus, the freezing escape grooves 216, 216, 216, and 216 are provided radially so as to be in communication with the lower end 217 of the connecting drainage hole 211 of the upper base in a state where the freezing escape grooves 216, 216, 216, and 216 face each other (FIG. 32C). In the present embodiment, since the upper base 6 has a square shape in plan view, the freezing escape groove 216 is provided along a straight line connecting the corner 219 of the square lower surface 209 and the center of the hole lower end 217. The groove depth is set to 10 mm, for example. Then, the outer end 220 of the freezing escape groove 216 is provided in a state of being retracted, for example, about 30 mm from the corner 219 to the inner side of the bag.

  Then, the upper base 6 is stacked on the middle base 3 with the lower face 209 abutting against the horizontal mounting surface (upper face of the middle base) 159 of the middle base 3. As shown in FIG. 34, the outer end 171 of the collecting / draining groove 169 provided at 155 is recessed inside the outer edge 222 of the lower surface 209 of the upper base 6.

  As shown in FIG. 33, the meteorite 7 has a square shape in a plan view and is formed into a vertically long prismatic shape, and a horizontal lower surface 223 has a horizontal surface of the upper base 6 as shown in FIG. Is stacked on the upper base 6 in a state where it is in contact with a proper installation surface (the upper surface of the upper base) 207. Then, as shown in FIGS. 33B and 33C, a female screw portion (for example, a drive-in type insert whose upper end portion is expanded by driving) 225 is embedded in the central portion of the lower surface 223.

  And, on the lower surface 223 of the meteorite 7, there are freezing escape grooves 216, 216, 216, 216 corresponding to the drainage grooves 169, 169, 169, 169 provided on the upper surface 206 of the upper base 6. As shown in FIG. 33 (D), they are provided radially so as to face each other. In this embodiment, since the upper base 6 has a square shape in plan view, the freezing escape groove 216 is provided along a straight line connecting the corner 226 of the square-shaped lower surface 223 and the center of the female screw portion 225. The depth of the groove is set to 10 mm, for example. The outer end 227 of the freezing escape groove 216 is provided in a state of being retracted, for example, about 30 mm from the corner 226 to the inner side of the heel, and the inner end 229 is retracted outward from the female screw portion 225.

  The meteorite 7 is provided on the upper surface 206 of the upper base 6 in a state where the lower surface 223 is brought into contact with the horizontal placement surface (the upper surface of the upper base) 207 of the upper base 6 and stacked on the upper base 6. The outer end 171 of the collected drainage groove 169 is recessed inside the outer edge 230 of the lower surface 223 of the meteorite 7, as shown in FIG.

Next, a construction procedure for connecting and integrating the meteorite 7 having the above configuration, the upper base 6 and the entire intermediate base 3 with the connecting rod 144 will be described.
First, as shown in FIGS. 34 to 35, the upper base connecting drainage hole 211 is aligned with the central base connecting drainage hole 161, and the upper base 6 is arranged with the front face facing the tombstone in front. The lower surface 209 of the upper base is placed in contact with the horizontal installation surface (upper surface of the middle base) 159. Accordingly, the freezing escape grooves 216, 216, 216, and 216 provided on the lower surface 209 of the upper base 6 are the drainage grooves 169, 169, 169, and 169 provided on the upper surface 155 of the intermediate base 3. Corresponding to each of these, it will be in the state which faces up and down. In this state, as shown in FIGS. 34 to 35, for example, the connecting rod 144 made of stainless steel and provided with male screw portions 231 and 232 at the upper and lower ends is connected to the connecting drain hole 211 of the upper base and the middle base. The connecting drainage hole 161 is inserted into the communicating hole 233, and the meteorite 7 is suspended, and the connecting rod 144 is lifted and the male screw portion 231 at the upper end thereof is screwed into the female screw portion 225.

  Then, as shown in FIGS. 34 to 35, the front surface of the meteorite 7 is the front of the tombstone, and the lower surface 223 of the meteorite 7 is brought into contact with the horizontal installation surface (upper surface of the upper table) 207 of the upper table 6. The meteorite 7 is placed on the upper base 6. Thereby, the freezing escape grooves 216, 216, 216, and 216 provided on the lower surface 223 of the meteorite 7 are the drainage grooves 169, 169, 169, and 169 provided on the upper surface 206 of the upper base 6. Corresponding to each of these, it will be in the state which faces up and down.

  Thereafter, as shown in FIGS. 34 to 35 and FIGS. 36 to 37, the lower end male screw portion 232 projecting downward at the lower end 235 (FIG. 35) of the connecting drain hole 161 of the middle base is lowered via a washer 236. The nut 237 is screwed and tightened. As a result, the entire upper base 6, meteorite 7, and middle base 3 in the stacked state are connected and integrated by the single connecting rod 144. In this state, a vertical drainage channel 239 for draining water downward is formed around the connecting rod 144. The discharge groove 167a extends outward from the abutting and fixing portion (washer 236 and nut 237) 238 with respect to the lower surface 150 of the middle base, and drainage as a front side portion of the discharge groove 167a. A portion 167 communicates with the vertical drainage channel 239. Thereby, the water flowing down the vertical drainage channel 239 can be smoothly discharged from the drainage part 167.

  In order to prevent rainwater from entering the gap 240 between the upper and lower stones 5 and 5, the edge portion 241 between the upper and lower stones is usually filled with a coking material as shown in FIG. A water portion 242 is formed. When filling the caulking material, as shown in FIG. 38, the outer end side of the edge portion 241 is notched, the caulking material is filled through the gap 243 formed by the notch, and the width is, for example, 10 to 20 mm. The coking water stop part 242 is formed. As a result, the required tombstone 9 is constructed.

  However, when the earthquake-resistant tombstone 9 having such a configuration is used, as shown in FIG. 20, the substrate member 10, the column member 12, and the top plate member 22 are firmly connected and integrated by the lower connecting shaft 120. In addition, as shown in FIG. 26, the middle base 3, the upper plate member 23, and the top plate member 22 are firmly connected and integrated by the upper connecting shaft 176, and as shown in FIG. The intermediate base 3, the upper base 6, and the meteorite 7 are firmly connected and integrated by the connecting rod 144. For this reason, the tombstone 9 is excellent in earthquake resistance as a whole, and can be reliably prevented from falling due to vibration during an earthquake. Since the lower connecting shaft 120, the upper connecting shaft 176, and the connecting rod 144 are all hidden inside the tombstone and are not visible from the outside, these do not impair the appearance of the tombstone.

  As shown in FIG. 37, a discharge groove 167a is provided on the lower surface 150 of the top portion 160 on the upper side of the ventilation space 146 so as to communicate with the lower end 165 (FIG. 25) of the connecting drain hole 161 of the middle platform. The discharge groove 167a extends outward from the washer 236, and the water flowing down the vertical drainage channel 239 is discharged by a drainage portion 167 as a front side portion thereof. As described above, the lower vertical drainage channel 129 (FIG. 20) is formed around the lower connecting shaft 120, and the upper vertical drainage channel 181 is formed around the upper connecting shaft 176. (FIG. 26) is formed.

  Therefore, rainwater enters the gap 240 (FIGS. 2, 34, and 38) between the upper and lower stone materials 5 and 5, or the water absorbed by the stone material 5 enters the gap 240 between the stone materials. A part of the water intervening in the gap 240 can flow down through the vertical drainage channel 239 (FIG. 35), and can be discharged from the drainage part 167 (FIG. 37) in the ventilation space 146. And, between the upper base 6 and the middle base 3 and between the meteorite 7 and the upper base 6, the drainage groove 169 and the freezing escape groove 216 face each other in a state where they face each other vertically. It is provided so as to be in communication with the upper end of the hole and the lower end of the hole. In the present embodiment, four collecting / draining grooves 169 and four freezing escape grooves 216 are provided radially in a state of facing vertically.

  Accordingly, the water interposed in the gap 240 between the upper and lower stones can be efficiently flowed into the drainage groove 169 and collected, and then smoothly flowed into the vertical drainage channel 239. Even if the drainage groove 169 and the freezing escape groove 216 face each other vertically, there is a gap 240 between the upper and lower stones 5 and 5 (the surfaces on which the upper and lower stones 5 and 5 abut are not smooth). Therefore, water intervening in the gap 240 can flow into the collecting / draining groove 169.

  Therefore, a large part of the water intervening in the gap 240 can be discharged more quickly. Therefore, there is no fear that the water interposed in the gap 240 will contact the connecting rod 144 for a long time, thereby promoting the corrosion of the connecting rod 144 and deteriorating the earthquake resistance of the tombstone 9.

  In addition, there is no problem as long as the amount of water flowing down the vertical drainage channel 239 can flow smoothly, but when the amount of water cannot flow down, water accumulates in the gap 240. In the present invention, since the drainage groove 169 and the freezing escape groove 216 face each other vertically, when the amount of intervening water in the gap 240 increases, the drainage groove 169 is first stored. However, when the amount of water is larger, the drainage groove 169 and the freezing escape groove 216 in a state of facing each other function as a water storage portion, and as shown in FIG. Can be temporarily stored in the storage section.

  Accordingly, it is possible to suppress the water intervening in the gap 240 from flowing out at the edge portion 241 (FIG. 38) between the upper and lower stone materials, and to prevent the tombstone 9 from being damaged by dirty water. Also, in order to prevent rainwater from entering the gap 240 between stones, as shown in FIG. 38, the edge portion 241 between the upper and lower stones is filled with a caulking material to form a coking water stop 242. This can suppress the deterioration of the coking water stop 242 due to contact with water for a long time on the inner side. That is, when the water intervening in the gap 240 comes into contact with the coking water stop 242 for a long time, the coking water stop 242 is deteriorated or the coking water stop is cracked. The problem that the water stop effect is not effectively exhibited due to peeling off is likely to occur, but this can be prevented.

  In a cold region, the water remaining in the gap 240 between the upper and lower stones may freeze, but the amount of water remaining in the gap 240 can be reduced in this way, However, it is difficult for the upper stone material to rise. Even if the water remaining in the collection / drainage groove 169 is relatively large and the freezing and volume expansion of the collection / drainage groove 169 exceeds the upper end 245 of the collection / drainage groove 169, as shown in FIG. The expanded portion can be released to the freezing escape groove 216. As a result, it is possible to suppress or prevent the phenomenon of the upper stone floating up due to freezing in the drainage groove 169.

  As described above, the phenomenon of the upper stone material being lifted can be suppressed or prevented, so that the male screw portion 231 at the upper end of the connecting rod 144 is engaged with the female screw portion 225 embedded in the lower surface portion of the meteorite 7. It is possible to prevent a phenomenon that the female screw portion 225 in the embedded state is loosened or moves in the removal direction. Therefore, according to the present invention, the seismic performance of the tombstone by the connecting rod 144 can be stably maintained over a long period of time.

  Further, in this embodiment, as shown in FIG. 2, the ossuary space portion 2 of the hill carote structure 1 includes the lower vent hole 65, the upper vent hole 75, the vent spaces 146, 187, 188 (FIG. 30), which is in communication with the outside air through the ventilation opening 200 (FIG. 30) forming the outer end of the ventilation path 203, for example, as shown by the arrow in FIG. The ventilation of the space part 2 is performed satisfactorily. Therefore, the male threaded portion 232 and the nut 237 (FIGS. 34 to 35) at the lower end of the connecting rod 144 are less likely to corrode, thereby suppressing the deterioration of the earthquake resistance performance of the tombstone, and improving the earthquake resistance performance of the tombstone. It can be maintained for a longer period of time.

  Further, in this embodiment, as shown in FIG. 30, a rod-shaped impermeable wall 152 is provided at the boundary portion between the front opening 149 and the lower opening 151 of the ventilation space 146 in a state extending in the left-right direction. Since the lower surface 154 of the rod-shaped impermeable wall 152 is in contact with the upper surface 246 (FIG. 30) of the upper plate member 23, the lower edge 247 (FIG. 30) of the front opening 149 is lifted from the upper surface 246. Yes. In this embodiment, it is lifted by 30 mm. For this reason, rainwater that has fallen on the upper surface 246 of the upper plate member 23 is effectively blocked by the rod-shaped impermeable walls 152 and hardly enters the ventilation space 146 through the front opening 149. As a result, it is possible to prevent rainwater from flowing into the ventilation space 146 and the osteotomy space 2 as much as possible, and contribute to the improvement of the ventilation efficiency of the osteosynthesis space 2.

  And in the said hill carrot structure 1, as shown by the arrow in FIGS. 41-43, the rainwater which flowed into the lower vertical drainage channel 129 formed in the surrounding part of the lower connection shaft 120, and the said support | pillar member 12 Is blown into the vertical drainage channel 101 (FIG. 20) through the clearance of the fitting portion 249 (FIG. 18) of the side plate members 15, 19, 20, and 21 into the vertical insertion groove 33 provided in the vertical insertion groove 33. The rainwater flowing down the drainage channel 101 and reaching the drainage gap 51, and further rainwater entering the drainage gap 51 through the gap at the joint portion between the substrate member 10 and the column member 12 are connected to the connection hole 59 of the substrate. It flows down through the lower vertical drainage channel 129 formed by At this time, in this embodiment, as shown in FIG. 9, since the four water guiding grooves 61 are provided radially on the bottom surface 50 of the recess, the water in the drain gap 51 is connected to the connection hole 59 of the substrate. It is guided more smoothly toward the formed vertical drainage channel 129.

  If moss grows in the vertical drainage channel 129 formed on the substrate member 10, water is difficult to be discharged and accumulated in the drainage gap 51, or the amount of water flowing into the drainage gap 51 is large. If the water is accumulated in the drain gap 51, the water flows into the drain 108 and is discharged through the drain hole 56 as shown in FIGS. Thereby, the deterioration of the earthquake resistance of the hill carote structure 1 caused by the contact of the lower connecting shaft 120 with water for a long time can be suppressed, and the earthquake resistance of the tombstone can be maintained for a longer period of time. It will be. Further, it is possible to prevent dirty water in the drain gap 51 from leaking out and contaminating the tombstone.

  In this embodiment, as described above, the connecting hole 59 of the substrate has a groove width of the drainage groove 52 when it is assumed that the drainage groove 52 extends in the recess 45 as shown in FIG. Therefore, the water flowing down the lower vertical drainage channel 129 flows into the lower vertical drainage channel 129 provided in the substrate member 10. When the upper end 250 (FIG. 42) overflows, this water quickly flows into the drainage channel 108, and drainage in the drainage gap 51 can be performed more efficiently.

  The left and right drain grooves 52, 52 are provided so as to connect the front and rear recesses 45a, 45b, 45c, 45d, respectively, and the rear left and right recesses 45b, 45d are connected to each other. Since the drainage groove 52 is provided, the water in any drainage gap 51 can flow to any drainage channel 108 and is discharged through the drainage hole 56. In this embodiment, since the drainage channel 108 is provided with a water gradient, the water flowing into the drainage channel 108 can be quickly discharged through the drainage hole 56.

  As shown in FIGS. 34 to 37, since the vertical drainage channel 239 communicates with the ventilation space 146 via the drainage portion 167, the gap 240 (FIGS. 2 and 34) between the upper and lower stone materials is It is in communication with the ventilation space 146. Therefore, the evaporation of water intervening in the gap 240 can also be expected.

  In this embodiment, as described above, since the drainage guide groove 81 is provided so as to connect the upper plate connecting hole 80 and the upper vent hole 75, the upper vertical drainage channel 181 is formed as described above. The water that has flowed down is also discharged to the upper vent hole 75 via the drain guide groove 81.

  The present invention is by no means limited to those shown in the above-described embodiments, and it goes without saying that various design changes can be made within the scope of the claims. One example is as follows.

(1) FIG. 44 shows a state in which the recesses 45a and 45c positioned in front are connected to each other by the drainage groove 52, and an intermediate portion in the length direction of the bottom surface of the drainage groove 52 (for example, a central portion) The drain hole 56 is provided so as to penetrate in the vertical direction.
In the case of such a configuration, as shown in FIG. 45, a lower surface protrusion 103 fitted into the drainage groove 52 is provided along the center line in the width direction of the lower surface 102 of the front side plate member 15. In the state where the lower surface protrusion 103 is fitted in the drainage groove 52, the cover lower surfaces 105, 105 forming both side portions of the lower surface 102 are placed on both side edge portions 106, 106 at the upper end of the drainage groove. It is good to make it. As a result, the groove edges 107 and 107 at the upper end of the drainage groove 52 are covered with the cover lower surfaces 105 and 105. In this state, the drainage channel 108 is formed between the lower surface 109 of the lower surface protruding portion 103 and the groove bottom surface 55 of the drainage groove 52.

(2) Each recess 45 in the present invention is connected to another recess left and right adjacent to the recess or another recess adjacent to the front and rear through the drainage groove 52. This configuration means that all the recessed portions 45 may be continuous to at least one drainage groove 52.
FIG. 46 shows a state in which the recessed portions 45a, 45b, 45c, and 45d adjacent to each other are connected to each other by the drainage groove 52, and the adjacent recessed portions on the left and right are not connected to each other by the drainage groove. FIG. 47 shows a state in which the left and right adjacent recesses 45a, 45c, 45b, and 45d are connected to each other by the drainage groove 52, and the front and rear adjacent recesses are not connected to each other by the drainage groove.

(3) The form of the column member 12 is not particularly limited as long as it can stably support the top plate member 22 that supports the stone when the tombstone is formed. For example, the cross-sectional shape may be configured in various columnar forms such as a circular shape and a hexagonal shape in addition to the square shape described above. In addition, the support member 12 may be configured to have the same dimensions with substantially the same cross section over the entire length. FIG. 48 shows the case where the same square cross section is formed over the entire length, and the connecting hole 42 is provided along the axis. In accordance with this, a connecting hole 59 is provided in the recess 45.

(4) The water guide groove 61 may be omitted as long as the water flowing into the drain gap 51 can smoothly flow into the vertical drainage channel 129 formed in the substrate member 10.

It is a perspective view which shows the tombstone constructed | assembled using the earthquake-resistant hill carote structure based on this invention. FIG. FIG. It is a cross-sectional view showing an earthquake-resistant hill carote structure. It is a perspective view which shows a support | pillar member. It is a bottom view of a support | pillar member. It is sectional drawing which shows the state which inserted the insertion protrusion of the support | pillar member in the hollow part of the board | substrate member. It is a perspective view which shows a board | substrate member. It is a top view which shows a board | substrate member. It is sectional drawing which shows the communication state of a drain gap and a drainage channel. It is a fragmentary sectional view which shows the state which inserted the insertion protrusion in the hollow part and erected the support | pillar member in the board | substrate member. It is a perspective view which shows a top plate member. It is the perspective view and sectional drawing which show an upper board member. It is sectional drawing which shows the state which closed the ventilation hole on the upper board member with the ventilation lid. It is a perspective view which shows the front side board member. It is sectional drawing explaining the state which attached the front-and-back left-right side plate member to the front-back and left-right support | pillar member. It is the perspective view and sectional drawing which show the side plate member on either side, and a rear side plate member with the state which fitted the lower surface protrusion part in the drain groove. FIG. 5 is a perspective view showing a state in which support members are erected at the four corners of the substrate member, side plate members are mounted between the support members, and a front side plate member is closed with a door plate member. It is a perspective view explaining the operation | work process which attaches a side-plate member between adjacent support | pillar members. It is sectional drawing which shows a seismic resistant hill carote structure. It is a perspective view which shows an earthquake-resistant hill carote structure. Sectional drawing which shows the state which screwed and tightened the lower nut to the external thread part of the lower connection shaft which connects and integrates a top plate member, a support | pillar member, and a board | substrate member, and accommodates this lower nut It is a top view which shows the top surface discharge groove provided in the top surface of the expansion hole. FIG. 4 is a cross-sectional view showing a state in which a nut is fastened to a male thread portion below the lower connecting shaft via a discharge washer, and a perspective view showing the discharge washer. It is the perspective view which shows a middle stand, and the expansion perspective view which shows the upper surface center part. It is a fragmentary perspective view explaining the structure of the partial cross section of a middle stand, and the top part of the ventilation space of a middle stand. It is sectional drawing which shows the state which connected and integrated the middle stand with the earthquake-resistant hill carrot structure using the upper connection shaft. It is sectional drawing which shows the other aspect which screwed and tightened the nut to the external thread part under the upper connection shaft. It is sectional drawing which shows the state which screwed and tightened the nut to the external thread part under the lower connection shaft via the washer for discharge. It is a perspective view which shows a water basin with an incense holder combined use ventilation tool. It is sectional drawing which shows the state which attached the incense holder combined use ventilation tool to the attachment hole of the water basin with the ventilation state of the space part for ossuary. It is a perspective view which shows an upper base. It is sectional drawing which shows a cross-sectional view which shows an upper base, and a drainage ditch | groove and freezing escape groove | channel in the state which faces up and down. It is a perspective view showing a meteorite, a cross-sectional view of a lower end portion thereof, and a cross-sectional view showing a drainage groove and a freezing escape groove in a state of facing vertically. It is sectional drawing which shows the state which connected and integrated the middle base, the upper base, and the meteorite using the connecting rod. It is sectional drawing which shows the connection part with the movement state of water. It is a perspective view which shows the state which screwed and tightened the nut to the external thread part under the upper connecting shaft. FIG. It is sectional drawing which shows the state which filled the edge part between the upper and lower stone materials with the caulking material. It is sectional drawing which shows the state which the drainage groove | channel and freezing escape groove | channel of the state which faces up and down are functioning as a water storage part. It is sectional drawing which shows the state which the water which remain | survives in a collection drainage groove | channel frozen, and the one part was escaped to the freezing escape groove. It is explanatory drawing which shows the state into which the rainwater which flowed down the lower vertical drainage channel, the rainwater which flowed down the vertical drainage channel, the rainwater of a drainage gap, and the rainwater which penetrate | invaded the drainage gap flowed into a drainage channel. It is explanatory drawing which shows the discharge state of the water which flowed down the vertical direction drainage channel, and the state which the water which flowed down the vertical direction drainage channel and the vertical drainage channel flows into a drainage channel. It is explanatory drawing which shows the state discharged | emitted by the drainage hole after the water which flowed down the drainage gap and the water which flowed down the vertical drainage channel flows into a drainage channel. It is a top view explaining the other aspect of the connection state of the hollow parts by a drainage groove. It is a perspective view explaining the other aspect of the front side board member. It is a top view which shows the other connection state of the hollow parts by a drainage groove. It is a top view explaining the other aspect of the hollow part by a drainage groove. It is a perspective view which shows the other aspect of a support | pillar member with a hollow part. It is sectional drawing explaining the structure of the conventional earthquake-resistant tombstone. It is a perspective view which shows the conventional hill carote structure.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Hill carot structure 2 Space part 3 Middle stand 5 Stone 6 Upper stand 7 Meteorite 9 Tombstone 10 Substrate member 12 Posting member 15 Front side plate member 19 Left side plate member 20 Right side plate member 21 Rear side plate member 22 Top Plate member 23 Upper plate member 27 Inner column side surface 33 Vertical insertion groove 36 Insertion projection 41 Cover edge surface 42 Column connection hole 45 Recessed portion 51 Drainage gap 52 Drainage groove 56 Drainage hole 59 Substrate connection hole 65 Lower ventilation hole 66 Outer top plate connection hole 69 Inner top plate connection hole 75 Vent hole on 78 78 Vent cover 80 Upper plate connection hole 81 Drain guide groove 83 Drain groove 87 Water bowl 93 Side projection 95 Cover side 96 Vertical insertion Side edge portion of groove 97 Groove edge of vertical fitting groove 101 Vertical drainage channel 103 Lower surface protrusion 105 Cover lower surface 106 Side portion of upper end of drainage groove 107 Groove edge of upper end of drainage groove 108 Water channel 120 Lower connecting shaft 121 Male screw portion 122 Male screw portion 125 Lower nut 127 Upper nut 129 Lower vertical drainage channel 130 Substrate discharge portion 133 Top surface discharge groove 144 Connecting rod 146 Venting space 152 Rod-shaped impermeable wall 169 Collecting / draining groove 176 Top connecting shaft 193 Incense holder / ventilator 203 Ventilation path 216 Frozen escape groove 239 Vertical drainage path 240 Gap between upper and lower stones

Claims (3)

It is an earthquake-resistant hill caroten structure that is used to construct a tombstone by stacking stones on the upper surface, and in which a space for ossuary is provided inside,
A column member standing at the four corners of the upper surface of the substrate member, front and rear side plate members disposed so as to cover an opening formed between adjacent column members, and a column member at the four corners It comprises a top plate member placed on the front, rear, left and right side plate members,
The substrate member is provided with depressions at the four corners of the upper surface thereof, and each depression is open to the other depression on the left and right adjacent to the depression or on the other depression adjacent to the front and rear of the depression. It is connected via a drainage groove, and the water in the recess flows into the drainage groove and is discharged from a drainage hole that vertically penetrates the middle part of the bottom surface of the drainage groove in the length direction. And
The support member is provided with a projection that is fitted into the recess on the horizontal lower surface thereof, and a peripheral portion existing outside the insert projection is capable of coming into contact with an upper peripheral portion of the recess. In the corresponding contact state, the upper edge of the recess is covered with the cover edge, and drainage is performed between the lower surface of the protrusion of the fitting protrusion and the bottom of the recess of the recess. A gap is formed,
In addition, the two inner side pillar side surfaces located adjacent to each other inside the pillar member are provided with recessed vertical insertion grooves whose upper and lower ends are opened and opened on the inner pillar side surface,
Further, a side projection that can be fitted in the opposing vertical fitting groove provided on the column member in the standing state adjacent to the left and right is provided on the side surface of the side plate member. Is fitted into the vertical insertion groove, the side surface of the cover as both side portions of the side surface can come into contact with both side edge portions of the vertical insertion groove, and in this state, the groove edge of the vertical insertion groove is Covered with the side of the cover, and a vertical drainage channel is formed between the front end surface of the side protrusion and the bottom surface of the vertical insertion groove,
Further, the lower surface of the side plate member is provided with a lower surface protruding portion that can be fitted into the drainage groove, and the lower surface protruding portion is fitted into the drainage groove as both side portions of the lower surface. The lower surface of the cover can abut on both sides of the upper end of the drainage groove. In this state, the groove edge at the upper end of the drainage groove is covered with the lower surface of the cover, and the lower surface of the projecting portion of the lower surface and the drainage A drainage channel is formed between the groove bottom and the groove bottom,
The vertical drainage channel, the drainage gap, and the drainage channel are communicated with each other,
Further, the substrate member, the column member, and the top plate member each have a connecting shaft inserted into a connecting connecting hole formed by connecting a connecting hole penetrating in the vertical direction. The upper and lower nuts are screwed into the upper and lower ends of the upper and lower nuts and tightened to tighten the whole, so that the whole is connected and integrated, and the connecting shaft is inserted into the communication connecting hole. A vertical drainage channel is formed around the connecting shaft, and the water flowing down the vertical drainage channel can be discharged through a discharge part formed in a tightening part of the lower nut. Seismic hill carot structures that make up the tombstone.   The tombstone according to claim 1, wherein a water guide groove that guides water in the drainage gap toward the vertical drainage channel in the substrate member is provided radially on a bottom surface of the recess. The seismic resistant hill caroten structure.   The connection hole provided in the substrate member is provided so as to be entirely or partially accommodated in a groove width range of the drainage groove when the drainage groove is assumed to be extended in the recess. A seismic hill carote structure constituting the tombstone according to claim 1.

Images