KR200289325Y1 - facing panel type columbarium unit - Google Patents

Abstract

The present invention relates to a retaining wall integrated pedal end, in the manufacture and construction of the retaining wall type peduncle, to provide a solid and refined retaining wall type peduncle at a low cost with a significant reduction in construction period, retaining wall foundation; A retaining wall built on the retaining wall foundation and having a plurality of crypts accommodating parts having a crypts on the front thereof; A plurality of front panels for opening and closing the oscapal function storage part on the front surface of the retaining wall; By providing a retaining wall-integrated crypt, characterized in that it comprises an attachment means for installing the front panel is less affected by the climate by the adoption of the dry method, it is possible to drastically shorten the field process and In addition, the retaining wall and the pelvis are integrated to provide a sophisticated retaining wall-shaped crypt in low cost, and the retaining wall integrated crypt is made in various forms so that it is harmonized with nature by utilizing the topographical conditions without changing much of the terrain. Try to create a mood.

Description

Retaining wall integrated phalanx {facing panel type columbarium unit}

The present invention relates to a crypt, and in detail, a plurality of crypts are formed vertically and horizontally with a retaining wall installed on an inclined terrain, so that the construction of the retaining wall can be completed simultaneously with the construction of the retaining wall. will be.

The related art related to the present invention is Utility Model Registration No. 272315 (Aug. 24, 2000), which constructs at least one retaining wall type ossuary structure capable of storing a plurality of ossuary vessels on a sloped terrain having a predetermined slope. And forming a seamless flat sheet to accommodate a plurality of burial boxes between the retaining wall type ossuary structures, wherein the retaining wall type ossuary structure has an installation space having a predetermined depth at an upper portion of the front surface, and a rear surface of the collective flat seedlings. A concrete retaining wall buried up to the ground surface and buried up to the lower part of the installation space, a crypt assembly including a lattice container storage space inserted into the installation space of the concrete retaining wall and configured to accommodate a plurality of crypts on the front surface, and the ossuary bottom There is a large group cemetery and ossuary system including a front plate installed at the entrance of each container storage space. All.

1 is a cross-sectional view showing a schematic structure of the conventional retaining wall type crypt, wherein after the civil retaining wall 1 is dried in the field by wet, the back fill material 2 is filled therein, and the retaining wall ( 1) to install the base (3) on the front of the ossuary end (4) is installed thereon and fixed, and the finishing stone (5) is attached to the front.

On the other hand, the conventional retaining wall-type crypt is a large number of civil engineering work for the installation of retaining walls, ie, excavation, reinforcement and formwork for retaining wall, concrete injection, curing, formwork removal work After the construction of the retaining wall, the concrete cemented end was installed on the front of the retaining wall and fixed to the retaining wall. Due to the finishing work to install, there was a drawback that the construction cost was increased along with the excessive demand of the construction period, and this resulted in the sale price of the pilgrim's house being expensive, resulting in the burden of being passed on to the citizens. .

The present invention has been devised to solve the above-mentioned conventional problems, the object of the present invention in manufacturing and constructing the retaining wall type pedal end, with a drastic shortening of the construction period and at a low cost solid and sophisticated retaining wall crypt To provide a stage.

In order to achieve the above object, the present invention is built on the retaining wall foundation, the retaining wall foundation, and the front of the retaining wall formed with a plurality of crypt boxes containing the crypts on the front, the retaining wall formed of the upper, lower, left, and right sides of the retaining wall so as to be opened and closed. It provides a retaining wall integral crypt end comprising a plurality of front panels for covering, the attachment means for installing the front panels.

The crypt-integrated retaining wall of the present invention is based on a straight line, but may be formed in a curved shape that protrudes outwardly or concave inwardly so that the front face has a predetermined radius of curvature, and the retaining wall may be formed into a wave shape or a curved shape. By the linear deformation, adjacent retaining walls can be connected to each other at predetermined angles to meet the topographical conditions.

Retaining wall integral crypts of the present invention is molded in various sizes in factories or yards by a known method of manufacturing concrete cast crypts, and in the field of backfill material at the rear of retaining wall after digging and retaining wall installation It is possible to complete the construction only by compacting construction, the retaining wall integrated crypts of the present invention is to install the retaining wall foundation in the place for installing the retaining wall, and to build the retaining wall integrally formed on the retaining wall foundation And the step of compacting the back fill material on the rear wall of the retaining wall, and finishing the front panel at the lead union housing on the front of the retaining wall, the retaining wall foundation may be formed by formwork in the field, but the retaining wall foundation itself is As with the retaining wall, it is pre-molded by the standard formwork and moved to the site to break it After installing the retaining wall, Ltd. basis, and it is preferred that the method of assembling the retaining wall raised above it.

1 is a cross-sectional view of a conventional retaining wall type crypt

Figure 2 is a cross-sectional view of the retaining wall-integrated crypts according to one embodiment of the present invention,

Figure 3 is a cross-sectional view of the retaining wall integral crypts according to another embodiment of the present invention,

Figure 4a is a cross-sectional plan view of the retaining wall integrated crypts according to the present invention,

Figure 4b is a cross-sectional plan view of the retaining wall integrated crypts according to another embodiment of the present invention,

Figure 4c is a cross-sectional plan view of the retaining wall integrated crypts according to another embodiment of the present invention,

5 is a layout view of the retaining wall-integrated crypts according to another embodiment of the present invention;

Figure 6 is a cross-sectional view of the double-sided cryption shown in Figure 5,

Figure 7 is a construction process of the retaining wall integrated crypts according to the present invention,

Figure 8 is a perspective view showing the formwork for forming the retaining wall-integrated pelvis according to the present invention,

9 is a cross-sectional view taken along the line A-A of FIG.

10 is a perspective view of a molded retaining wall unitary crypt end;

Figure 11 is a cross-sectional view of the installation state of the retaining wall integrated peduncle showing another embodiment of the present invention,

* Explanation of symbols for main parts of the drawings

10: retaining wall foundation 20: retaining wall

30: front panel 40: attachment means

50: cornice 60: ritual

70: drainage line 80: backfill

90: reinforcing material 100: connecting member

110: connection bolt 200: formwork base

210: box liner 220: anchor

230: formwork side wall 240: clamp

250: lifting hook

Hereinafter, preferred embodiments that do not limit the present invention will be described in detail with reference to the accompanying drawings.

Figure 2 is a cross-sectional view showing an installation state of the retaining wall integrated golgoldan according to an embodiment of the present invention.

As shown in the embodiment of FIG. 2, the present invention is built on the retaining wall foundation 10 and the retaining wall foundation 10, and a plurality of crypt boxes containing parts 22, which are not shown, are stored in the front of the retaining wall foundation. Retaining wall 20 formed with left and right, a plurality of front panels 30 for covering the front and back of the retaining box 22 on the front surface of the retaining wall 20 to be opened and closed, and attachment means 40 for installing the front panels 30. ), The eaves plate 50 is assembled to the upper portion of the retaining wall (20).

The retaining wall foundation 10 is for supporting the load of the retaining wall, and preferably, it is installed in a site after carrying out the excavation work in the field by carrying a molded part by a standardized mold in a factory.

The lower surface of the retaining wall foundation 10 is formed with a projection 12 for restraining the flow in the front and rear direction of the retaining wall foundation 10, the lower end of the retaining wall 20 is coupled to the upper surface of the retaining wall foundation 10 The coupling groove 14 is formed.

The protrusion of the anchor bolt 21 embedded in the lower end of the retaining wall 20 in the state in which the lower end of the retaining wall 20 is fitted into the engaging groove 14 of the upper part of the retaining wall foundation 10 is the rear part of the engaging groove 14. The retaining wall foundation 10 and the retaining wall 20 are integrated using a suitable civil binder (B) such as concrete cement or epoxy.

The retaining wall 20 has a basic function as a retaining wall for civil engineering as well as a function of the pelvis for storing the crypt, and is formed in a reinforced concrete type for solid performance as the retaining wall. In the same way as in the structure of the known PC cradle box, the crypt box receiving unit 22 is integrally formed with the box-shaped liner of the synthetic resin material in the longitudinally and horizontally arranged state in which the molding is made integrally with the retaining wall.

Attaching means 40 for attaching the front panel 30 and the front panel 30 in front of the crypt box receiving portion 22 on the front of the retaining wall 20 is a technique known in the field of concrete casting crypts, 30 may be a marble plate or granite plate or artificial stone plate, and the attachment means may use a type in which the ornament is exposed in front of the front panel 30, the hanger is attached to the inside of the front panel is not exposed Although it may be used, preferably by using the non-exposed secondary means of the type disclosed in the front panel attachment structure of the flat box unit of Utility Model Registration No. 210578 of the present applicant to improve the appearance of the front end of the crypts.

Detailed description of the manufacturing method of the retaining wall 20 is formed integrally with the crypt box receiving portion 22 will be described later.

The eaves board 50 is installed for outdoor crypts of the present invention to prevent rainwater from flowing down to the front of the pelvis during rainy weather and for the convenience of visitors, which are lightweight concrete or artificial stone. Produced and coupled to the coupling bolt 52 on the top of the retaining wall (20).

Reference numeral 60 in the drawings is a ritual table made of stone is installed on the bottom of the front wall of the retaining wall 20, 29 is a drain formed through the front and rear direction in the lower part of the retaining wall, 70 is a drain line formed on the front of the retaining wall The water flowing down from) is collected to one side and flows to the sump, and reference numeral 80 is a backfill material having permeability such as masato and aggregate, which is installed at the rear of the retaining wall 20.

Figure 3 is a cross-sectional view showing a construction state of the retaining wall integrated peduncle end according to another embodiment of the present invention, in this embodiment, unlike the above-described embodiment, the retaining wall 20 is supported by the retaining wall base and the combination The retaining wall 20 is supported by a reinforcement member 90 embedded in the reinforcement soil at the rear of the retaining wall 20, and this method applies a known construction method of a prefabricated panel reinforcement soil retaining wall, and reinforcement member 90 embedded in the reinforcement soil. In addition to the role of preventing the deformation and flow of the retaining wall and to strengthen the reinforcement body itself, this reinforcement (90) is a galvanized steel plate or synthetic resin reinforcement or concrete used in the construction of prefabricated reinforced soil retaining wall Various materials and shapes such as sieves can be used.

Figure 4a is a plan sectional view of the retaining wall integrated crypts according to the present invention, Figure 4b is a plan sectional view of the retaining wall integrated crypts according to another embodiment of the present invention, Figure 4c is a retaining wall integrated according to another embodiment of the present invention As a flat cross-sectional view of the crypt, the retaining wall-integrated crypts of the present invention are arranged so that adjacent crypts (retaining wall; 20) are linearly arranged as shown in FIG. 4A so that the crypt storage part 22 is entirely flat on the front surface. As shown in FIG. 4B, adjacent retaining walls 20 may be slightly protruded without forming the same plane, or adjacent adjacent retaining walls 20 may be combined with each other to form a predetermined angle rather than being in a straight line, as shown in FIG. 4B. By giving a natural feeling, as shown in Figure 4c, the adjacent crypts (retaining wall; 20) is formed in a curved shape so as to protrude the middle portion or the middle A show that it can be installed by continuously concavely formed in the depressed type to achieve a different overall shape in the form of a retaining wall, such as the waveform (波形) or curved or circular installed.

In FIG. 4B, reference numeral 100 denotes a connecting member connected to fill the gaps between adjacent retaining walls 20, and may be installed by assembling the concrete body or stone manufactured by concrete casting in the field with a connecting bracket or the like.

5 is a layout view of the retaining wall integrated crypts according to another embodiment of the present invention, the retaining wall integral crypts of the present invention can be installed in the retaining wall 20 in multiple stages along the terrain, the retaining wall 20 is three sides It can be arranged so as to form a cozy space and increase space utilization.

In the multi-stage retaining wall type phalange shown in FIG. 5, two crypts (retaining wall; 20) are placed in a state facing each other in opposite directions to be installed as partition walls for dividing a space. It can maximize space utilization.

FIG. 6 is a cross-sectional view of the retaining wall-integrated cryptal end of the partition wall type shown in FIG. 5, and the two same retaining walls 20 are erected on the retaining wall foundation 10 and joined to each other by connecting bolts 110. By doing so, a partition wall for dividing the space is formed.

Figure 7 shows the construction process of the retaining wall-integrated crypts according to the present invention, the excavation step (S1) of the place for installing the retaining wall, the step of installing the retaining wall foundation (S2), retaining wall foundation (10) Step to combine the retaining wall (20) is formed integrally on the sapphire accommodating portion (22) (S3), the step of squeezing the back-filling material behind the retaining wall (20) (S4), the number of golgol in front of the retaining wall (20) The front panel 30 is installed on the payment part 22 and the finishing step S5 of attaching the eaves board 50 on the retaining wall 20.

As described above, most of the crypts of the present invention are assembled only in the field by the dry method, and then, the assembly of the retaining wall foundation 10, the retaining wall 20, the front panel 30, and the eave plate 50 thereon. By doing so, the construction period can be greatly shortened.

Figure 8 is a perspective view of a part of the separated form showing the formwork for forming the retaining wall integrated peduncle according to the present invention, Figure 9 is a cross-sectional view taken along the line A-A after the concrete is injected into the formwork, retaining wall according to the present invention Type crypts are produced by a general PC method, which will be described briefly, the bottom of the formwork base 200 forms the front part of the retaining wall 20, that is, the crypt box receiving part 22, and the upper part of the retaining wall 20. In order to form the back of the, form the box-shaped liner 210 of a synthetic resin material at regular intervals in order to form the osmosis box receiving portion 22 on the bottom of the formwork base 200, that is, the periphery, that is the corner portion of the box-shaped liner 210 The anchor 220 for attaching the front panel 30 to the upper and lower middle portions is installed as a temporary fixing bolt 222, and the strength of the retaining wall in the upper space forming the retaining wall between the box-shaped liner 210. Rebar for reinforcement After piping the reinforcing material such as wire mesh and the formwork side wall 230 is fixed to the formwork base 200 using a clamp 240 or the like.

When the assembly of the formwork is completed, the mixed concrete is poured into the formwork, and the concrete is sufficiently compacted so that no empty space is left using a vibrator or the like.

When the injection of the concrete is completed and the concrete is sufficiently cured after a certain time, the formwork side wall 230 is removed and the cured retaining wall 20 is removed using the lifting ring 250 from the form base as shown in FIG. 10. The molding of the same retaining wall integrated crypt is completed.

The formwork can be repeatedly used and to produce a number of designed dimensions to form a retaining wall of the size suitable for the construction site.

The retaining wall produced in a large number of factories or yards will be transported to the construction site, and the construction site will complete the construction of the retaining wall-type crypts according to the present invention by assembling according to the construction sequence described above.

On the other hand, the front cover of the oscillator box is provided with an inner cover and an outer finishing front panel to prevent loss or damage of the oscillator box stored therein. The inner cover is installed in close contact with the liner, and the outer front panel is anchored. It is detachably attached by a bolt or a rosette.

FIG. 11 is a cross-sectional view showing another embodiment of the present invention. The retaining wall foundation 10 and the retaining wall 20 are coupled to each other by a bracket 24, and the eave plate 50 on the retaining wall 20 is also bracketed. (26), and the retaining wall itself was waterproof by forming a waterproof coating layer 27 and a protective mortar layer 28 for waterproof at the rear of the retaining wall 20.

In FIG. 11, reference numeral 32 denotes an H beam for a retainer, 34 denotes a drain pipe, and 36 denotes a leveling seam plate.

As described above, the present invention, in manufacturing and constructing the retaining wall type phalanx, is less affected by the climate due to the adoption of the dry method, and can greatly shorten the field process. As it is made of one piece, it is possible to provide sophisticated retaining wall-like crypts at low cost, and the retaining wall-type crypts can be produced in various forms, so that it can create an atmosphere that harmonizes with the nature by keeping the terrain conditions without changing the terrain much. It can have a useful effect such as providing a crypt.

Claims (5)

Retaining wall foundation (10); A retaining wall 20 which is erected on the retaining wall foundation 10 and has a plurality of crypts accommodating parts 22 formed on the front thereof in a vertical lattice shape; A plurality of front panels 30 for opening and closing the crypt housing part 22 on the front of the retaining wall 20; Retaining wall-integrated crypts characterized in that it comprises an attachment means for installing the front panel 30. The method according to claim 1, The retaining wall 20 is a retaining wall integrated golgol end, characterized in that the curved. The method according to claim 1 or 2, Retaining wall-integrated crypts characterized in that the eaves protruding forward 50 is installed at the upper end of the retaining wall (20). The method according to claim 1, The back wall of the retaining wall 20 is filled with a back filling material 80 having drainage, and the retaining wall integrated type characterized in that the lower portion of the retaining wall 20 is formed with a drain hole 29 for discharging the water on the back wall of the retaining wall 20. Ossuary. The method according to claim 1, The retaining wall 20 is a retaining wall-integrated crypt end, characterized in that the rear surface is installed to meet each other.