WO2010018971A2 - Clay roof frame, clay roof using the same, and method for constructing a clay wall, clay floor, clay brick, or clay panel - Google Patents

Clay roof frame, clay roof using the same, and method for constructing a clay wall, clay floor, clay brick, or clay panel Download PDF

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Publication number
WO2010018971A2
WO2010018971A2 PCT/KR2009/004470 KR2009004470W WO2010018971A2 WO 2010018971 A2 WO2010018971 A2 WO 2010018971A2 KR 2009004470 W KR2009004470 W KR 2009004470W WO 2010018971 A2 WO2010018971 A2 WO 2010018971A2
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WO
WIPO (PCT)
Prior art keywords
soil
frame
roof
panel
wire
Prior art date
Application number
PCT/KR2009/004470
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French (fr)
Korean (ko)
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WO2010018971A3 (en
Inventor
정문형
Original Assignee
Jung Moon Hyoung
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from KR1020090073271A external-priority patent/KR20100020908A/en
Application filed by Jung Moon Hyoung filed Critical Jung Moon Hyoung
Publication of WO2010018971A2 publication Critical patent/WO2010018971A2/en
Publication of WO2010018971A3 publication Critical patent/WO2010018971A3/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs

Definitions

  • the present invention relates to a soil roof frame used for constructing a soil roof in soil construction, and a method of constructing a soil roof using the soil roof frame.
  • the present invention relates to a method of constructing walls, spheres, fireplaces, etc. in addition to the roof using an earthen roof frame.
  • Soil construction refers to a construction method in which the main part of the wall of the building is constructed using soil. Soil construction is not only beneficial to the human body because it uses materials as it is, but because of the nature of the soil, the soil structure has excellent temperature and humidity control capabilities, and has the advantage of having proper insulation effect according to the outside temperature. .
  • Representative methods for building using soil include compaction and earth bricks.
  • the compaction method uses a wooden formwork to fill the formwork with soil, and the ball is compacted with a light to build a wall.
  • the wall constructed by this compacting method can exhibit considerable strength and durability if it can be compactly compacted.
  • the counting process is repeated innumerably, and after the formwork is installed on the entire wall surface and the construction of compacting the soil is completed, it must be dismantled again. Therefore, the construction period increases according to the installation and dismantlement of the formwork. There is a disadvantage in that additional material costs are required.
  • the construction method using the soil brick is a method of constructing walls by stacking soil bricks manufactured in various ways, and in spite of various advantages of the soil brick, a separate step of manufacturing the soil brick is required. to be.
  • the above-mentioned methods are all related to the construction of the soil wall only, and it is not possible to construct the soil roof or soil ceiling using the soil dough used for the soil wall.
  • the conventional method can not achieve this method.
  • the present invention overcomes the disadvantages of the conventional soil building method using a conventional soil brick or formwork, and can easily build a soil roof at a minimum cost, the soil roof frame to ensure that the built soil roof has sufficient durability and It is an object to provide a method of constructing an earthen roof using this.
  • An earthen roof frame for constructing an earthen roof includes a lower frame including a plurality of first iron wires arranged to be spaced apart at a first interval; An upper frame including a plurality of second wires arranged to be spaced apart at a second interval; And a plurality of reinforcement parts attached to the lower frame and the upper frame between the lower frame and the upper frame so that the lower frame and the upper frame are spaced at a third interval, and spaced apart at a fourth interval and arranged in parallel with each other.
  • the first interval is formed to be narrower than the second interval.
  • the soil roof frame according to the present invention may be configured only by removing the upper frame, the lower frame and the reinforcement.
  • the reinforcement part according to the present invention can be manufactured using an H beam or a pipe.
  • the reinforcing part may further include: a lower iron wire attached across the first iron wire of the lower frame; An upper wire parallel to the lower wire and attached across the second wire of the upper frame; And a reinforcing wire attached to the lower wire and the upper wire to support the upper frame upward with respect to the lower frame.
  • the reinforcing wire is preferably attached to the lower wire and the upper wire in a zigzag form between the lower wire and the upper wire.
  • the zigzag shape is preferably triangular truss or semi-circular truss shape.
  • the cross section diameter of the first wire is 2mm ⁇ 6mm
  • the first spacing is 20mm ⁇ 50mm
  • the cross section diameter of the second wire is 2mm ⁇ 8mm
  • the second spacing is 50mm ⁇ 200mm.
  • the third interval is preferably 30 mm to 300 mm
  • the fourth interval is preferably 150 mm to 400 mm.
  • the cross-sectional diameter of the upper wire, the lower wire and the reinforcing wire is preferably 2mm ⁇ 8mm, respectively.
  • the soil roof frame according to the present invention is installed on the beam, and the soil dough It is built by filling on the roof frame.
  • the earthen dough to be filled is kneaded by mixing the shredded crest or sawdust in a weight ratio of 5 to 60% with respect to the weight of the whole earthen dough.
  • it is preferable to accelerate the drying of the soil dough by filling a plurality of holes in the soil filled with earthenware and injecting quicklime therein.
  • the soil roof frame according to the present invention can be suitably used to build a soil wall, etc.
  • the earthen wall can be built simply by filling the mold with earthen dough. In this case, after installing the plastering panel at a position spaced at a predetermined interval from the outer surface of the mold before the soil filling step, and removing the plastering panel when the soil filling is finished, It is possible to efficiently build the soil wall by avoiding a separate plastering.
  • the soil roof frame of the present invention is manufactured using a thin steel wire, not only can reduce the production cost, but also minimize the volume occupied in the interior of the soil roof and increase the proportion of soil, thereby maximizing the effect of the soil structure. Can be.
  • the soil roof frame of the present invention by narrowing the spacing of the iron wire of the lower frame than the gap of the iron wire of the upper frame, so that the earthen dough easily penetrates into the inside of the roof frame through the upper frame, but does not fall easily into the lower frame. By doing so, the soil roof can be more easily constructed.
  • the reinforcement part according to the present invention which is manufactured in a zigzag form using a thin wire, can support the upper frame and the lower frame with sufficient force, the soil roof frame not only in the process of constructing the soil roof but also after the soil roof is constructed. This deformation can be prevented and can withstand the strong vibration caused by an earthquake or the like.
  • the size of the frame can be easily adjusted according to the height and thickness of the soil wall, and the soil roof can be constructed with a plurality of soils by varying the type of soil to be filled, and between the soil roofs. It is easy to insert a heat insulating material or the like into the.
  • the soil roof frame is manufactured using a wire that is easily deformed in shape, it is also possible to easily manufacture a roof frame for building a roof of various shapes in addition to the rectangular roof.
  • FIG. 1 is an exploded perspective view showing a soil roof frame according to the present invention.
  • Figure 2 is a perspective view showing that the soil roof frame of Figure 1 is fixed to the building.
  • FIG 3 is a perspective view showing that the soil roof frame of Figure 1 is fixed to the building is filled with earthen dough.
  • FIG. 4 and 5 are perspective views showing that the reinforcing part is composed of the H beam or pipe in the soil roof frame of FIG.
  • FIG. 6 is a perspective view showing that the soil roof frame according to the present invention is used as a soil wall frame.
  • FIG. 7 is a perspective view showing that the plastering panel is attached to the soil wall frame of FIG.
  • FIG. 8 is a perspective view showing another embodiment of the lower panel of the present invention.
  • FIG 9 and 10 are views showing another embodiment of the reinforcing wire according to the present invention.
  • FIG 11 and 12 are views showing another embodiment of the reinforcing wire according to the present invention.
  • FIG. 13 is a view showing another embodiment of the soil roof frame according to the present invention.
  • 15 is a view showing one of the embodiments of the soil roof frame according to the present invention.
  • Figure 16 is a view showing another embodiment of the soil roof frame according to the present invention.
  • the soil roof frame 1 is a perspective view showing a soil roof frame 1 according to the present invention.
  • the soil roof frame 1 supports the upper frame 20 with respect to the lower frame 1 by connecting the lower frame 10, the upper frame 20, and the lower frame 10 and the upper frame 20 with each other. It includes a reinforcing portion 30.
  • the lower frame 10 is a portion forming a ceiling of the lower part of the building or the inside of the building.
  • the plurality of first iron wires 11 are arranged substantially parallel to each other at a predetermined interval, that is, the first interval L1.
  • the upper frame 20 corresponds to a portion that forms the exterior of the roof of the building, and the plurality of second iron wires 21 are arranged substantially parallel to each other at a predetermined interval, that is, the second interval L2.
  • the lower mold 10 and the upper mold 20 are spaced apart from each other at a predetermined interval corresponding to the thickness of the roof, that is, the third interval L3, so that the earth dough is filled therebetween.
  • a plurality of reinforcement parts 30 are inserted between the lower frame 10 and the upper frame 20 to maintain the upper frame 20 spaced apart from the lower frame 10 at a third interval L3. It is attached to the lower frame 10 and the upper frame 20.
  • the plurality of reinforcing parts 30 are preferably arranged substantially in parallel at regular intervals, that is, the fourth interval L4.
  • the reinforcement part 30 includes a lower wire 31, an upper wire 32, and a reinforcing wire 33 in order to support the lower frame 10 and the upper frame 20 in an optimal structure.
  • the lower wire 31 is attached to the lower frame 10 in an array crossing the plurality of first iron wires 11 of the lower frame 10
  • the upper wire 32 is a plurality of second of the upper frame 20 It is attached to the upper frame 20 in an array crossing the wire 21.
  • the reinforcing wire 33 is attached to the lower wire 31 and the upper wire 32 to support the upper frame 20 with respect to the lower frame (10).
  • the reinforcing wire 33 is preferably a single wire is attached to the lower wire 31 and the upper wire 32 alternately attached, that is, attached to the lower wire 31 and the upper wire 32 in a zigzag form. .
  • the reinforcing wire 33 is particularly preferably manufactured in a triangular truss structure or a semi-circular truss structure between the lower wire 31 and the upper wire 32.
  • the plurality of reinforcement parts 30 according to the present invention are arranged at predetermined intervals, and in consideration of the structure of the structure to be constructed or the density or viscosity of the earthen dough to be filled, the reinforcement parts as shown in FIG. 16.
  • One or more support wires 37 may be further provided between the lower frame 10 or the upper frame 20.
  • the support wire 37 may be provided only in the lower frame 10 or the upper frame 20, or in some cases may be provided in each of the lower frame 10 and the upper frame 20.
  • a single support wire 37 may be disposed between the reinforcing portion 30, a plurality of single wire 37 may be disposed between the reinforcing portion (30).
  • the reinforcing wire 33 crosses a plurality of connecting wires 34 and a plurality of connecting wires 34 connecting the lower wire 31 and the upper wire 32 together with the wires attached in a zigzag form. It may further include one or more cross wire 35 to be attached. 9 and 10 show an example of the reinforcing wire 33 including the connecting wire 34 and the crossing wire 35.
  • a third interval is compared with the reinforcing wire 33 composed of only the zigzag-shaped wire. (L3) can be set to a larger width.
  • the reinforcing portion 30 may be manufactured to include a configuration in which the plurality of reinforcing steel wires 36 are attached to the reinforcing steel wires 33.
  • the reinforcement part 30 may be formed by inserting an H beam or a pipe or the like across the lower frame 10 and the upper frame 20.
  • the first iron wire 11 forming the lower frame 10 is preferably in the diameter of the cross section within the range of about 2mm ⁇ 6mm, the distance (L1) between the first wire 11 is adjusted to 20mm ⁇ 50mm It is preferable.
  • the distance L1 between the first iron wires 11 is limited to 50 mm or less so that the filled earth dough does not escape through the lower frame 10 by gravity, regardless of the type of earth dough,
  • the lower limit is adjusted to 20 mm or more because it is difficult to manufacture the lower mold when the thickness is less than 20 mm, and the production efficiency is lowered.
  • the second iron wire 21 forming the upper frame 20 is preferably in the diameter of the cross section of the range of about 2mm ⁇ 8mm, the spacing (L2) between the second wire 21 is 50mm ⁇ 200mm Is preferably.
  • the spacing L2 between the second iron wires 21 is larger than the spacing L1 between the first iron wires 11, so that the earthen dough to be filled effectively penetrates between the second iron wires 21.
  • the spacing L2 between the second iron wires 21 is larger than the spacing L1 between the first iron wires 11, so that the earthen dough to be filled effectively penetrates between the second iron wires 21.
  • the interval between the lower mold 11 and the upper mold 21, that is, the third interval L3 can be set in a variable manner depending on the thickness, area, and type of the soil dough to be built, but experimentally the soil dough Regardless of the type, it is preferably in the range of about 30 mm to 300 mm.
  • the interval between the reinforcing portions 30, that is, the fourth interval L4, is within the range of 150 mm to 400 mm, considering the dimension ranges of the first interval L1, the second interval L2, and the third interval L3. It is desirable to have.
  • the lower wire 31, the upper wire 32 and the reinforcing wire 33 constituting the reinforcing portion 30 is preferably used that the diameter of the cross section is in the range of 2mm ⁇ 8mm. Meanwhile, as described above, when the reinforcing wire 33 includes the connecting wire 34 and the crossing wire 35, the dimension of the third gap L3 may be 300 mm or more.
  • the lower wire, the upper wire and the reinforcing wire constituting the reinforcing part 30 may use a round wire, a deformed wire or a flat iron, and among these, using a deformed iron wire in which the earthen dough can be effectively entangled with the wire. Is the most effective.
  • the lower wire, the upper wire and the reinforcing wire may be made of only one of round wire, deformed wire, or flat iron, but may be manufactured by appropriately combining various types of wire.
  • the roof frame of the present invention is a frame used for the roof, unlike the frame used for the wall, since the face of the frame is used by lying down, if the viscosity or density of the earth dough is sufficient, the roof frame of the present invention ( It can also be used in a configuration in which the upper frame 20 of 1) is removed.
  • This embodiment is shown in FIG. 13.
  • the soil roof frame 1 'of FIG. 13 is the same as the structure of the soil roof frame 1 (refer to FIG. 1) except that there is no configuration of the upper frame 20, and thus, a detailed description of the configuration will be given above.
  • FIG. 2 is a perspective view showing that the soil roof frame 1 of the present invention is fixed to the building 4.
  • the lower panel 2 When the soil roof frame 1 having the configuration shown in FIG. 1 is placed on top of the structure 4 on which the roof is to be constructed, the lower panel 2 is disposed between the soil roof frame 1 and the open top of the structure 4. ) Can be inserted.
  • the lower panel 2 supports the soil truss 1 while overcoming the load of the soil kneading 5 when the soil kneading 5 is filled in the soil truss 1, and the kneading dough 5 is the soil truss. It prevents the earthen dough 5 from falling into the inside of the building 4 in case it leaks from (1).
  • the lower panel 2 may use a bamboo foot or a reed foot.
  • bamboo foot or reed foot may be mounted on any side of the lower frame 10 of the soil roof frame (1), it is also possible to fill the mold with the soil dough in a short screen method.
  • FIG. 8 shows another embodiment of a lower panel.
  • the panel shown in FIG. 8 is a panel for plastering 90 which not only prevents the earthen dough 5 from flowing down, but also eliminates the need for a separate plasterer after building the soil roof.
  • On the inner side of the panel 90 for plastering it is preferable to attach a mesh net 91 having fine particles.
  • the soil roof frame (1) of the present invention is placed on a plurality of beams (3) installed on the open top of the building, before filling the soil dough in the installed soil roof frame (1), the panel for plastering (90) is inserted between the beams (3) to be fixed to the lower surface of the soil roof frame (1), that is to the lower frame 10 of the soil roof frame (1).
  • the soil roof frame 1 is filled with the soil dough 5, and after the soil dough 5 is stabilized to some extent, the panel for plastering 90 is used to promote drying of the soil dough. Should be removed.
  • the mesh net 91 positioned between the plastering panel 90 and the soil roof frame 1 remains attached to the soil roof, so the plastering panel 90 is filled with the soil dough 5. It can be easily removed and removed from the soil roof frame 1.
  • the mesh net 91 is removed to complete the construction of the earthen roof.
  • the inner surface of the finished soil roof, the ceiling is evenly formed, eliminating the need for additional plastering.
  • the mesh net 91 may not be removed, and the attached net 91 is useful for preventing soil from cracking and further plastering it. Can be.
  • the lower portion The panel 2 may not be installed.
  • the method of constructing an soil roof using the soil roof frame 1 of this invention is demonstrated.
  • a plurality of beams 3 are installed on the upper part of the building 4 on which the roof is to be formed, that is, on the open part (girder installation step).
  • the soil roof frame 1 according to the present invention is placed on the installed beams 3 (frame installation step).
  • the earthen dough (5) is poured into the soil roof frame (1) to fill (soil filling step).
  • soil filling step After a predetermined time has elapsed, when the filled soil dough 5 is dried, construction of the soil roof is completed.
  • the soil roof frame (1) of the present invention it is possible to easily build an earthen roof excellent in durability simply by filling the roof mold with a soil dough without using a separate means such as formwork.
  • the above-described lower panel 2 may be raised and then the soil roof frame 1 may be raised.
  • the lower panel 2 and the soil roof frame 1 may fix the bolts or nuts to the soil roof frame 1 by welding or the like, and then fix the lower panel 2 to the soil roof frame 1.
  • the panel 2 can also be fixed simply by hanging on the earthen roof frame 1.
  • the lower panel 2 may be fixed to the soil roof frame 1 in various ways.
  • the installation of the beams 3 may be omitted. In this case the soil roof frame (1) is to be installed directly on top of the building (4) where the roof is to be formed.
  • the earthen dough 5 used for the earthenware roof of the present invention is prepared by mixing natural materials such as shredded crepe or sawdust.
  • the earthen dough used for roof construction needs only the advantages of insulation and soil rather than high strength. Therefore, in order to reduce the weight and maximize the insulation effect, natural materials such as shredded crest or sawdust are applied to the soil weight. Knead to mix 5% ⁇ 60%. To increase the relative strength within this range to reduce the specific gravity of the natural material, to increase the insulation effect to increase the specific gravity of the natural material.
  • the dough soil after filling the dough soil into the mold, it may be added to the process of drilling a hole in the soil filled in the mold and injecting quicklime 7 therein. Due to the characteristics of quicklime, it is possible to absorb the moisture of the filled soil and to promote the drying of the filled soil by heat generated by the quicklime solidification (heat caused by the exothermic reaction).
  • the solidified quicklime (7) may have a high strength to reinforce the strength of the soil wall, because the quicklime expands while solidifying, it can also be expected to be compacted and compacted the earthen dough around the quicklime by the solidified quicklime.
  • a plurality of holes for injecting quicklime 7 may be formed, preferably located at the center of the soil wall.
  • the soil roof frame 1 according to the present invention is most suitable for constructing the soil roof in its structure, but may be used to construct other parts of the soil structure in some cases.
  • the soil roof frame 1 according to the present invention can also be used to construct soil walls of soil buildings, as shown in FIG. 6.
  • the soil truss 1 is formed so that the lower frame 10 and the upper frame 20 of the soil truss 1 form both sidewalls of the soil wall. It is possible to easily build an earth wall by simply attaching the ground to the ground 80 and filling the earth roof frame 1 with earthen dough.
  • the soil roof frame 1 when the soil roof frame 1 is used to construct a soil wall, it is preferable to install the soil roof frame 1 on the ground so that the reinforcement 30 of the soil roof frame 1 is perpendicular to the ground.
  • the reinforcement part 30 is preferably installed substantially perpendicular to the ground, and even if the reinforcement part 30 is installed vertically, the lower frame 10 and the upper frame 20 may interact with each other. As a result, the soil dough 5 may be well compacted inside the mold 1 without falling out of the mold 1.
  • FIG. 7 illustrates a configuration in which a separate plastering panel 70 is installed when the soil roof frame 1 of the present invention is used as a soil wall frame as shown in FIG. It is shown.
  • the panel 70 for plastering is attached to the inner side of the mesh-like net 71 with fine particles.
  • Plastering panel 70 to which the mesh type net 71 is attached is installed in the soil wall frame at intervals of a predetermined plastering thickness l. After the plastering panel 70 is installed, the clay wall mold is filled with the earthen dough, and after the earthenware is stabilized to some extent, the plastering panel 70 must be removed to promote drying of the earthenware dough.
  • the mesh net 71 positioned between the plastering panel 70 and the soil wall frame remains attached to the soil wall, so the plastering panel 70 is removed from the soil wall frame in which the earth dough is filled. It can be easily removed and removed.
  • the earthen dough is completely dried to remove the mesh type net 71 to complete the construction of the earthen wall. Since the walls of the finished soil wall are evenly formed, there is no need for additional plastering.
  • the mesh net 71 may not be removed, and the attached net 71 may be useful for preventing soil from cracking and further plastering the soil thereon.
  • a plurality of bolts 73 are fixed to the soil wall frame and correspondingly, the bolt through hole 72 is formed in the plaster panel 70. You can arrange.
  • the bolt 73 protrudes through the bolt through hole 72, and the plastering panel 70 is fitted to a predetermined interval using the nut 73. It can be adjusted to be installed.
  • the nut may be fixed to the soil wall frame and the bolt may be inserted from the outside of the panel for plastering 70 to fix the panel for plastering 70.
  • the panel for plastering 70 may be fixed using a separate support structure. It can also be fixed.
  • a portion of the iron wire constituting the reinforcing portion 30 of the soil roof frame (1) is formed so as to protrude from the surface of the lower frame 10 or the upper frame 20, and in accordance with the protruding iron wire panel for plastering (
  • the plastering panel 70 may be fixed at a predetermined interval with respect to the mold by drilling a hole in the 70) and inserting the plastering panel 70 into the protruding iron wire.
  • Other ways in which the plastering panel 70 can be installed in a soil wall frame can be readily adopted at the level of those skilled in the art.
  • the open area 75 may be formed by cutting out a portion of the soil wall frame corresponding thereto.
  • the soil roof frame 1 according to the present invention may be used to make a mud fence, a soil signage, a soil sphere or a fireplace, and the like in a manner similar to that used as the soil wall frame described above. I can make it.
  • Soil spheres can be easily completed by manufacturing the soil roof frame (1) of the present invention in the shape of the spheres to be built and then installed on the ground, filling the mold dough (5) in the mold. In this case, by inserting the boiler line into the upper, lower or inside of the installed frame, it is possible to apply the modern boiler device as it is.
  • the soil spheres can be made by stacking one or more layers of soil roof frame (1), in which case a boiler line can be inserted between each soil roof frame (1).
  • the earthen brick is produced according to the desired brick shape of the soil roof frame (1) of the present invention, it can be easily produced by filling the mold with earthen dough.
  • Soil bricks can also be made by stacking soil roof frames (1) in one or more layers. Using the soil roof frame of the present invention it is possible to easily produce a large earth brick having a variety of thickness of 100mm ⁇ 1000mm.
  • the soil roof frame 1 of the present invention after producing the soil roof frame 1 of the present invention according to the desired panel shape, it can be easily produced by a method of filling the soil dough into the mold.
  • Using the soil roof frame of the present invention can be easily produced soil panels of various sizes having a thickness of 20mm ⁇ 90mm.
  • the soil roof frame 1 according to the present invention is formed using a wire that can be bent and thin in thickness, the shape of the soil roof frame 1 can be easily modified according to the shape of the building to be constructed. For example, in the case of a soil roof or soil wall having a curved surface, the rectangular finished soil roof frame 1 is properly curved to form a desired shape, or each part constituting the soil roof frame 1 After making the appropriate shape to form the soil roof frame (1) it can be formed in the soil roof frame (1) of various shapes (see Figure 15).
  • the first wire 11 and the second wire 21 may be arranged not to be parallel to each other according to various conditions such as a shape or a characteristic of a wall or the like, and the first wire 11 in the underframe 10.
  • the arrangement of the second wires 21 in the superframe 20 may also be arranged to intersect, not parallel.
  • the lower frame 10 and the upper frame 20 may be configured not to be parallel to each other so that the thickness is different according to the shape of the roof or wall.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
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Abstract

A clay roof frame for constructing a clay roof, according to the present invention, includes: a lower frame having a plurality of first iron wires spaced apart from each other by a first spacing; an upper frame having a plurality of second iron wires spaced apart from each other by a second spacing; and a plurality of reinforcing portions interposed between the lower frame and the upper frame, and attached to the lower frame and to the upper frame such that the lower frame and the upper frame are spaced apart from each other by a third spacing, wherein the reinforcing portions are spaced apart from each other by a fourth spacing and arranged in parallel with each other.

Description

[규칙 제26조에 의한 보정 30.09.2009]　흙 지붕 틀 및 이를 이용한 흙 지붕, 흙 벽체, 흙 구들, 흙 벽돌 또는 흙 패널의 축조 방법[Revision according to Rule 26. 30.09.2009] Construction method of soil roof frame and soil roof, soil wall, soil sphere, soil brick or soil panel using same
본 발명은 흙 건축에 있어서 흙 지붕을 축조하기 위하여 사용되는 흙 지붕 틀, 및 흙 지붕 틀을 사용하여 흙 지붕을 축조하는 방법에 관한 것이다. 또한, 흙 지붕 틀을 사용하여 지붕 이외에 벽체, 구들, 벽난로 등을 축조하는 방법에 관한 것이다. The present invention relates to a soil roof frame used for constructing a soil roof in soil construction, and a method of constructing a soil roof using the soil roof frame. In addition, the present invention relates to a method of constructing walls, spheres, fireplaces, etc. in addition to the roof using an earthen roof frame.
흙 건축이란 건출물의 벽체를 이루는 주요부를 흙을 사용하여 축조하는 건축 방식을 의미한다. 흙 건축은 자연 그대로의 재료를 사용하기 때문에 인체에 유익할 뿐만 아니라, 흙이 지니는 성질에 의하여 흙 건축물은 온도 및 습도 조절 능력이 뛰어나며, 외부의 온도에 따라 적절한 단열 효과를 누릴 수 있는 장점이 있다. Soil construction refers to a construction method in which the main part of the wall of the building is constructed using soil. Soil construction is not only beneficial to the human body because it uses materials as it is, but because of the nature of the soil, the soil structure has excellent temperature and humidity control capabilities, and has the advantage of having proper insulation effect according to the outside temperature. .
흙을 이용한 축조 방법에는 대표적으로 다짐 공법 및 흙 벽돌을 이용하는 공법이 있다. 다짐 공법은 목재 거푸집을 이용하여 거푸집 안에 흙을 채워넣어 공이 등으로 다져서 벽체를 구축하는 방식이다. 이러한 다짐 공법에 의해 시공된 벽체는 조밀하게 다져질 수 있다면 상당한 강도 및 내구성을 발휘할 수 있게 된다. 그러나, 다짐 공법을 사용하면 무수히 반복되는 다짐 공정이 필요하며, 벽면 전체에 대하여 거푸집을 설치하고 흙을 다지는 시공이 완료된 후에는 이를 다시 해체하여야 하므로 거푸집의 설치 및 해체에 따라 공사 기간이 늘어나며 인건비 및 자재 비용이 추가로 소요되는 단점이 있다. 한편, 흙 벽돌을 이용한 공법은 다양한 방식으로 제작된 흙 벽돌을 쌓아 벽체를 축조하는 방식으로서, 흙 벽돌에 의한 다양한 장점에도 불구하고 흙 벽돌을 제작하는 별도의 단계가 소요되므로 벽체 축조에 있어서 다소 비효율적이다. Representative methods for building using soil include compaction and earth bricks. The compaction method uses a wooden formwork to fill the formwork with soil, and the ball is compacted with a light to build a wall. The wall constructed by this compacting method can exhibit considerable strength and durability if it can be compactly compacted. However, if the compaction method is used, the counting process is repeated innumerably, and after the formwork is installed on the entire wall surface and the construction of compacting the soil is completed, it must be dismantled again. Therefore, the construction period increases according to the installation and dismantlement of the formwork. There is a disadvantage in that additional material costs are required. Meanwhile, the construction method using the soil brick is a method of constructing walls by stacking soil bricks manufactured in various ways, and in spite of various advantages of the soil brick, a separate step of manufacturing the soil brick is required. to be.
한편, 근래에는 벽체가 형성될 부분에 소정의 간격으로 기둥을 설치하고 기둥과 기둥을 목재 판 등의 연결재로 연결하여 형성된 벽체 틀에 흙을 충전하는 방식도 사용되고 있다. 또한, 콘크리트 벽체로 형성된 고정면에 단일의 그물 격자망을 설치하여 그물 격자망에 흙을 충전하여 벽체를 축조하는 방식도 공지되어 있다. On the other hand, in recent years, the method of filling the soil in the wall frame formed by installing the pillars at predetermined intervals in the portion where the walls are to be formed and connecting the pillars and the pillars with a connecting material such as wood board. In addition, there is also known a method of constructing a wall by installing a single mesh grid on the fixed surface formed of a concrete wall to fill the mesh grid with soil.
그러나, 이러한 종래의 흙 벽체를 축조하는 구성에 의하면, 별도의 거푸집을 설치 및 해체하거나, 별도로 흙 벽돌을 제작하여야 하므로 공사 기간 및 비용 등에 있어서 비효율적인 면이 있으며, 축조된 흙 벽체는 흙 벽체의 면에 작용하는 응력에 취약한 단점이 있다. However, according to the conventional construction of the soil wall, since the separate formwork and dismantling, or to make a separate soil brick, there is an inefficient aspect in the construction period and cost, etc. There is a disadvantage that is vulnerable to stress acting on the surface.
또한, 전술한 공법은 모두 흙 벽체만을 축조하는 것과 관련되어 있을 뿐, 흙 벽체에 사용되는 흙 반죽을 이용하여 흙 지붕 또는 흙 천장을 축조할 수는 없다. 지면으로부터 쌓아 올라가는 흙 벽체와는 달리 흙 지붕의 경우에는 중력에 의하여 흙 반죽이 떨어지지 않도록 흙 지붕을 축조하는 기술이 요구되지만, 종래의 방식으로는 이러한 공법을 달성할 수가 없다. In addition, the above-mentioned methods are all related to the construction of the soil wall only, and it is not possible to construct the soil roof or soil ceiling using the soil dough used for the soil wall. Unlike the soil walls that are built up from the ground, in the case of the soil roof is required to build the soil roof so that the soil dough does not fall due to gravity, the conventional method can not achieve this method.
본 발명은 종래 흙 벽돌이나 거푸집을 이용한 종래의 흙 건축 방식의 단점을 극복하여, 최소한의 비용으로 손쉽게 흙 지붕을 축조할 수 있으며, 축조된 흙 지붕이 충분한 내구성을 가질 수 있도록 하는 흙 지붕 틀 및 이를 이용하여 흙 지붕을 축조하는 방법을 제공하는 것이 목적이다. The present invention overcomes the disadvantages of the conventional soil building method using a conventional soil brick or formwork, and can easily build a soil roof at a minimum cost, the soil roof frame to ensure that the built soil roof has sufficient durability and It is an object to provide a method of constructing an earthen roof using this.
흙 지붕을 축조하기 위한 본 발명에 따른 흙 지붕 틀은, 제 1 간격으로 이격되어 배열된 복수의 제 1 철선을 포함하는 하부틀; 제 2 간격으로 이격되어 배열된 복수의 제 2 철선을 포함하는 상부틀; 및 하부틀과 상부틀이 제 3 간격을 두고 이격되도록 하부틀 및 상부틀 사이에서 하부틀 및 상부틀에 부착되고, 제 4 간격으로 이격되어 서로 평행하게 배열되는 복수의 보강부;를 포함한다. 이 경우에 제 1 간격은 제 2 간격보다 좁도록 형성하는 것이 바람직하다. An earthen roof frame according to the present invention for constructing an earthen roof includes a lower frame including a plurality of first iron wires arranged to be spaced apart at a first interval; An upper frame including a plurality of second wires arranged to be spaced apart at a second interval; And a plurality of reinforcement parts attached to the lower frame and the upper frame between the lower frame and the upper frame so that the lower frame and the upper frame are spaced at a third interval, and spaced apart at a fourth interval and arranged in parallel with each other. In this case, it is preferable that the first interval is formed to be narrower than the second interval.
한편, 본 발명에 따른 흙 지붕 틀은 전술한 상부틀을 제거하고, 하부틀 및 보강부로만 구성할 수도 있다. On the other hand, the soil roof frame according to the present invention may be configured only by removing the upper frame, the lower frame and the reinforcement.
본 발명에 따른 보강부는 H빔 또는 파이프를 사용하여 제작될 수 있다. 또한, 보강부는 하부틀의 제 1 철선을 가로질러 부착되는 하부철선; 하부철선과 평행하고 상부틀의 제 2 철선을 가로질러 부착되는 상부철선; 및 하부철선과 상부철선에 부착되어 하부틀에 대하여 상부틀을 상향 지지하는 보강철선;을 포함하는 구성으로 제작할 수 있다. 이 경우에 보강철선은 하부철선과 상부철선 사이에서 지그재그 형태로 하부철선과 상부철선에 부착되는 것이 바람직하다. 상기 지그재그 형태는 삼각 트러스 또는 반원 트러스 형상인 것이 바람직하다. The reinforcement part according to the present invention can be manufactured using an H beam or a pipe. The reinforcing part may further include: a lower iron wire attached across the first iron wire of the lower frame; An upper wire parallel to the lower wire and attached across the second wire of the upper frame; And a reinforcing wire attached to the lower wire and the upper wire to support the upper frame upward with respect to the lower frame. In this case, the reinforcing wire is preferably attached to the lower wire and the upper wire in a zigzag form between the lower wire and the upper wire. The zigzag shape is preferably triangular truss or semi-circular truss shape.
본 발명의 흙 지붕 틀에서, 제 1 철선의 단면 직경은 2mm ~ 6mm이고 제 1 간격은 20mm ~ 50mm이며, 제 2 철선의 단면 직경은 2mm ~ 8mm이고 제 2 간격은 50mm ~ 200mm인 것이 바람직하다. 또한, 제 3 간격은 30mm ~ 300mm이고, 제 4 간격은 150mm ~ 400mm인 것이 바람직하다. 한편, 상부철선, 하부철선 및 보강철선의 단면 직경은 각각 2mm ~ 8mm인 것이 바람직하다. In the soil truss of the present invention, the cross section diameter of the first wire is 2mm ~ 6mm, the first spacing is 20mm ~ 50mm, the cross section diameter of the second wire is 2mm ~ 8mm and the second spacing is 50mm ~ 200mm. . In addition, the third interval is preferably 30 mm to 300 mm, and the fourth interval is preferably 150 mm to 400 mm. On the other hand, the cross-sectional diameter of the upper wire, the lower wire and the reinforcing wire is preferably 2mm ~ 8mm, respectively.
본 발명에 따른 흙 지붕 틀을 이용하여 흙 지붕을 축조하기 위해서는, 먼저 지붕이 형성될 개방 부분에 복수의 들보를 설치한 후에, 본 발명에 따른 흙 지붕 틀을 들보 위에 설치하고, 흙 반죽을 흙 지붕 틀 위에 충전하여 축조하게 된다. 이 경우에, 흙 지붕 틀의 하부면에 하부패널을 설치하면 더욱 견고한 흙 지붕을 축조할 수 있게 된다. 한편, 충전되는 흙 반죽은 전체 흙 반죽의 중량에 대하여 5 ~ 60%의 중량비로 파쇄볏집 또는 톱밥이 혼합되어 반죽되는 것이 바람직하다. 한편, 흙 반죽을 충전한 후에 충전된 흙에 복수의 구멍을 뚫고 그 내부에 생석회를 주입하여 흙 반죽의 건조를 촉진시키는 것이 바람직하다. In order to construct the soil roof using the soil roof frame according to the present invention, first, after installing a plurality of beams in the open portion where the roof is to be formed, the soil roof frame according to the present invention is installed on the beam, and the soil dough It is built by filling on the roof frame. In this case, by installing the lower panel on the lower surface of the soil roof frame it is possible to build a more solid soil roof. On the other hand, it is preferable that the earthen dough to be filled is kneaded by mixing the shredded crest or sawdust in a weight ratio of 5 to 60% with respect to the weight of the whole earthen dough. On the other hand, it is preferable to accelerate the drying of the soil dough by filling a plurality of holes in the soil filled with earthenware and injecting quicklime therein.
또한, 본 발명에 따른 흙 지붕 틀은 흙 벽체 등을 축조하는데에도 적절하게 사용될 수 있는데, 먼저 흙 지붕 틀의 하부틀 및 상부틀이 흙 벽체의 양 측벽을 형성하도록 흙 지붕 틀을 지면에 부착하고, 흙 반죽을 틀에 충전하는 방식으로 간단하게 흙 벽체를 축조할 수 있다. 이 경우에, 흙 충전단계 이전에 틀의 외측면으로부터 소정의 간격으로 이격된 위치에 미장용 패널을 설치한 후에, 흙 충전이 종료되면 미장용 패널을 제거하는 단계를 포함함으로써, 흙 벽체 축조 시에 별도의 미장을 하지 않도록 하여 흙 벽체 축조를 효율적으로 할 수 있게 된다. 이 경우에, 미장용 패널의 내측면에는 망사형 망이 부착되어 있고, 흙을 충전하고 패널을 제거한 후에 흙 벽체가 건조되면 망사형 망을 흙 벽체로부터 제거하는 방법을 채택하는 것이 바람직하다. 한편, 흙 벽체를 축조할 때에 건축물의 개방부분에 대응하여 틀의 일 부분을 절단해 내어 개방영역 형성해두면 흙 반죽을 충전한 이후에 용이하게 창문이나 출입문을 부착할 수 있게 된다. In addition, the soil roof frame according to the present invention can be suitably used to build a soil wall, etc. First, attach the soil roof frame to the ground so that the lower frame and the upper frame of the soil roof frame forms both side walls of the soil wall The earthen wall can be built simply by filling the mold with earthen dough. In this case, after installing the plastering panel at a position spaced at a predetermined interval from the outer surface of the mold before the soil filling step, and removing the plastering panel when the soil filling is finished, It is possible to efficiently build the soil wall by avoiding a separate plastering. In this case, it is preferable to adopt a method of removing the mesh net from the soil wall when the mesh net is attached to the inner side of the panel for plastering and the soil wall is dried after filling the soil and removing the panel. On the other hand, when constructing an earth wall, if one part of the frame is cut out to form an open area corresponding to the open part of the building, the window or door can be easily attached after filling the earth dough.
본 발명의 흙 지붕 틀을 사용하면, 거푸집 등의 별도의 수단을 사용하여 흙을 충전할 필요 없이 단순히 흙 반죽을 지붕 틀에 충전하는 것만으로 내구성이 우수한 흙 지붕을 축조할 수 있다. When using the soil roof frame of the present invention, it is possible to build a durable soil roof simply by filling the roof mold with a soil dough without the need to fill the soil using a separate means such as formwork.
본 발명의 흙 지붕 틀은 굵기가 가는 철선을 이용하여 제작되므로, 제작 비용을 줄일 수 있을 뿐만 아니라, 흙 지붕의 내부에서 차지하는 부피를 최소화하고 흙의 비율을 높이기 때문에 흙 건축물 본연의 효과를 최대화할 수 있다. Since the soil roof frame of the present invention is manufactured using a thin steel wire, not only can reduce the production cost, but also minimize the volume occupied in the interior of the soil roof and increase the proportion of soil, thereby maximizing the effect of the soil structure. Can be.
또한, 본 발명의 흙 지붕 틀은 하부틀의 철선의 간격을 상부틀의 철선의 간격보다 좁게 하여, 흙 반죽이 상부틀을 통하여 용이하게 지붕 틀 내부로 침투할 수 있게 하면서도 하부틀로는 쉽게 빠지지 않도록 함으로써, 흙 지붕을 더욱 쉽게 축조할 수 있다. In addition, the soil roof frame of the present invention by narrowing the spacing of the iron wire of the lower frame than the gap of the iron wire of the upper frame, so that the earthen dough easily penetrates into the inside of the roof frame through the upper frame, but does not fall easily into the lower frame. By doing so, the soil roof can be more easily constructed.
가는 굵기의 철선을 이용하여 지그재그 형태로 제작된 본 발명에 따른 보강부는 상부틀 및 하부틀을 충분한 힘으로 지지할 수 있기 때문에, 흙 지붕을 축조하는 과정에서뿐만 아니라 흙 지붕이 축조된 후에도 흙 지붕 틀이 변형되는 것을 방지할 수 있으며, 지진 등에 의한 강한 진동에도 충분히 견딜 수 있다. Since the reinforcement part according to the present invention, which is manufactured in a zigzag form using a thin wire, can support the upper frame and the lower frame with sufficient force, the soil roof frame not only in the process of constructing the soil roof but also after the soil roof is constructed. This deformation can be prevented and can withstand the strong vibration caused by an earthquake or the like.
본 발명의 흙 지붕 틀에 의하면, 흙 벽체의 높이 및 두께 등에 따라 틀의 크기를 용이하게 조절할 수 있으며, 충전하는 흙의 종류를 달리하여 복수의 흙으로 흙 지붕을 축조할 수 있으며, 흙 지붕 사이에 단열재 등을 삽입하는 것이 용이하다. 또한, 흙 지붕 틀은 형상의 변형이 용이한 철선을 사용하여 제작되므로, 장방형의 지붕 이외에 다양한 형상의 지붕을 축조하기 위한 지붕 틀도 용이하게 제작할 수 있다. According to the soil roof frame of the present invention, the size of the frame can be easily adjusted according to the height and thickness of the soil wall, and the soil roof can be constructed with a plurality of soils by varying the type of soil to be filled, and between the soil roofs. It is easy to insert a heat insulating material or the like into the. In addition, since the soil roof frame is manufactured using a wire that is easily deformed in shape, it is also possible to easily manufacture a roof frame for building a roof of various shapes in addition to the rectangular roof.
도 1은 본 발명에 따른 흙 지붕 틀을 나타내는 분해 사시도이다.1 is an exploded perspective view showing a soil roof frame according to the present invention.
도 2는 도 1의 흙 지붕 틀이 건축물에 고정되는 것을 보여주는 사시도이다. Figure 2 is a perspective view showing that the soil roof frame of Figure 1 is fixed to the building.
도 3은 도 1의 흙 지붕 틀이 건축물에 고정되어 흙 반죽이 충전되는 것을 나타내는 사시도이다. 3 is a perspective view showing that the soil roof frame of Figure 1 is fixed to the building is filled with earthen dough.
도 4 및 도 5는 도 1의 흙 지붕 틀에서 보강부가 H빔 또는 파이프로 구성되는 것을 나타내는 사시도이다. 4 and 5 are perspective views showing that the reinforcing part is composed of the H beam or pipe in the soil roof frame of FIG.
도 6는 본 발명에 따른 흙 지붕 틀이 흙 벽체 틀로 사용되는 것을 나타내는 사시도이다. 6 is a perspective view showing that the soil roof frame according to the present invention is used as a soil wall frame.
도 7은 도 6의 흙 벽체 틀에 미장용 패널이 부착되는 것을 나타내는 사시도이다. 7 is a perspective view showing that the plastering panel is attached to the soil wall frame of FIG.
도 8은 본 발명의 하부패널의 다른 실시예를 나타내는 사시도이다. 8 is a perspective view showing another embodiment of the lower panel of the present invention.
도 9 및 도 10는 본 발명에 따른 보강철선의 다른 실시예를 나타내는 도이다. 9 and 10 are views showing another embodiment of the reinforcing wire according to the present invention.
도 11 및 도 12는 본 발명에 따른 보강철선의 또 다른 실시예를 나타내는 도이다. 11 and 12 are views showing another embodiment of the reinforcing wire according to the present invention.
도 13은 본 발명에 따른 흙 지붕 틀의 다른 실시예를 나타내는 도이다. 13 is a view showing another embodiment of the soil roof frame according to the present invention.
도 14은 본 발명에 따른 흙 지붕 틀의 건조 방법의 일례를 나타내는 도이다. It is a figure which shows an example of the drying method of the soil roof frame which concerns on this invention.
도 15는 본 발명에 따른 흙 지붕 틀의 실시예 중 하나를 나타내는 도이다. 15 is a view showing one of the embodiments of the soil roof frame according to the present invention.
도 16은 본 발명에 따른 흙 지붕 틀의 다른 실시예를 나타내는 도이다. Figure 16 is a view showing another embodiment of the soil roof frame according to the present invention.
이하, 첨부된 도면을 참조하여 본 발명의 실시예에 대하여 상세히 설명한다. Hereinafter, with reference to the accompanying drawings will be described in detail an embodiment of the present invention.
도 1은 본 발명에 따른 흙 지붕 틀(1)을 나타내는 사시도이다. 흙 지붕 틀(1)은 하부틀(10), 상부틀(20), 및 하부틀(10)과 상부틀(20)을 서로 연결하여 하부틀(1)에 대하여 상부틀(20)을 지지하고 있는 보강부(30)를 포함하고 있다. 1 is a perspective view showing a soil roof frame 1 according to the present invention. The soil roof frame 1 supports the upper frame 20 with respect to the lower frame 1 by connecting the lower frame 10, the upper frame 20, and the lower frame 10 and the upper frame 20 with each other. It includes a reinforcing portion 30.
하부틀(10)은 건축물의 지붕의 하부 또는 건물내부의 천장을 형성하는 부분이다. 본 실시예에서의 하부틀(10)은 복수의 제 1 철선(11)이 소정의 간격, 즉 제 1 간격(L1)을 두고 대체로 평행하게 배열되어 있다. The lower frame 10 is a portion forming a ceiling of the lower part of the building or the inside of the building. In the lower frame 10 in the present embodiment, the plurality of first iron wires 11 are arranged substantially parallel to each other at a predetermined interval, that is, the first interval L1.
상부틀(20)은 건축물의 지붕 외부를 형성하는 부분에 해당하는 것으로서, 복수의 제 2 철선(21)이 소정의 간격, 즉 제 2 간격(L2)을 두고 대체로 평행하게 배열되어 있다. The upper frame 20 corresponds to a portion that forms the exterior of the roof of the building, and the plurality of second iron wires 21 are arranged substantially parallel to each other at a predetermined interval, that is, the second interval L2.
하부틀(10)과 상부틀(20)은 그 사이에 흙 반죽이 채워지도록 지붕의 두께에 상당하는 소정의 간격, 즉 제 3 간격(L3)을 두고 이격되어 있다. 상부틀(20)을 하부틀(10)에 대하여 제 3 간격(L3)을 두고 이격된 상태로 유지하기 위하여 하부틀(10)과 상부틀(20) 사이에 복수의 보강부(30)가 삽입되어 하부틀(10)과 상부틀(20)에 부착되어 있다. 복수의 보강부(30)는 하부틀(10)과 상부틀(20)을 균일한 힘으로 지지하기 위하여 일정한 간격, 즉 제 4 간격(L4)을 두고 대체로 평행하게 배열되는 것이 바람직하다. The lower mold 10 and the upper mold 20 are spaced apart from each other at a predetermined interval corresponding to the thickness of the roof, that is, the third interval L3, so that the earth dough is filled therebetween. A plurality of reinforcement parts 30 are inserted between the lower frame 10 and the upper frame 20 to maintain the upper frame 20 spaced apart from the lower frame 10 at a third interval L3. It is attached to the lower frame 10 and the upper frame 20. In order to support the lower frame 10 and the upper frame 20 with a uniform force, the plurality of reinforcing parts 30 are preferably arranged substantially in parallel at regular intervals, that is, the fourth interval L4.
보강부(30)는 하부틀(10)과 상부틀(20)을 최적의 구조로 지지하기 위하여 하부철선(31), 상부철선(32), 및 보강철선(33)으로 구성되어 있다. 하부철선(31)은 하부틀(10)의 복수의 제 1 철선(11)을 가로지르는 배열로 하부틀(10)에 부착되고, 상부철선(32)은 상부틀(20)의 복수의 제 2 철선(21)을 가로지르는 배열로 상부틀(20)에 부착된다. 보강철선(33)은 하부철선(31) 및 상부철선(32)에 부착되어 하부틀(10)에 대하여 상부틀(20)을 지지한다. 보강철선(33)은 단일의 철선이 하부철선(31)과 상부철선(32)을 교대로 오가며 부착되는 형태, 즉 지그재그 형태로 하부철선(31)과 상부철선(32)에 부착되는 것이 바람직하다. 이러한 형태는 구조역학적으로 상부로부터 가해지는 힘을 이겨내는데 유리한 효과를 가지므로, 부피에 비하여 질량이 큰 흙 반죽을 상부틀(20)과 하부틀(10) 사이에 충전하더라도 흙 반죽의 무게를 이겨낼 수 있게 된다. 도 11 및 도 12에 도시된 바와 같이, 보강철선(33)은 하부철선(31)과 상부철선(32) 사이에서 삼각 트러스 구조 또는 반원 트러스 구조로 제작하는 것이 특히 바람직하다. The reinforcement part 30 includes a lower wire 31, an upper wire 32, and a reinforcing wire 33 in order to support the lower frame 10 and the upper frame 20 in an optimal structure. The lower wire 31 is attached to the lower frame 10 in an array crossing the plurality of first iron wires 11 of the lower frame 10, the upper wire 32 is a plurality of second of the upper frame 20 It is attached to the upper frame 20 in an array crossing the wire 21. The reinforcing wire 33 is attached to the lower wire 31 and the upper wire 32 to support the upper frame 20 with respect to the lower frame (10). The reinforcing wire 33 is preferably a single wire is attached to the lower wire 31 and the upper wire 32 alternately attached, that is, attached to the lower wire 31 and the upper wire 32 in a zigzag form. . This type of structure has a beneficial effect on overcoming the forces exerted from the top, so that even if the earthy dough with a large mass compared to the volume is filled between the upper mold 20 and the lower mold 10, the weight of the earth dough can be overcome. It becomes possible. As shown in FIGS. 11 and 12, the reinforcing wire 33 is particularly preferably manufactured in a triangular truss structure or a semi-circular truss structure between the lower wire 31 and the upper wire 32.
전술한 바와 같이 본 발명에 따른 복수의 보강부(30)는 소정의 간격으로 서로 배열되는데, 축조되는 건축물의 구조 또는 충전되는 흙 반죽의 밀도 또는 점성 등을 고려하여, 도 16에서와 같이 보강부 사이에서 하부틀(10) 또는 상부틀(20)에 부착되는 하나 이상의 지지철선(37)을 더 구비할 수도 있다. 지지철선(37)은 하부틀(10) 또는 상부틀(20)에만 구비되도록 할 수도 있고, 경우에 따라 하부틀(10) 및 상부틀(20) 각각에 모두 구비되도록 할 수도 있다. 단일의 지지철선(37)이 보강부(30) 사이에 배치될 수도 있고, 복수의 단일철선(37)이 보강부(30) 사이에 배치될 수도 있다. As described above, the plurality of reinforcement parts 30 according to the present invention are arranged at predetermined intervals, and in consideration of the structure of the structure to be constructed or the density or viscosity of the earthen dough to be filled, the reinforcement parts as shown in FIG. 16. One or more support wires 37 may be further provided between the lower frame 10 or the upper frame 20. The support wire 37 may be provided only in the lower frame 10 or the upper frame 20, or in some cases may be provided in each of the lower frame 10 and the upper frame 20. A single support wire 37 may be disposed between the reinforcing portion 30, a plurality of single wire 37 may be disposed between the reinforcing portion (30).
또한, 보강철선(33)은, 지그재그 형태로 부착된 철선과 함께, 하부철선(31) 및 상부철선(32)을 서로 잇는 복수의 연결철선(34) 및 복수의 연결철선(34)을 가로질러 부착되는 하나 이상의 횡단철선(35)를 더 포함할 수 있다. 도 9 및 도 10는 이러한 연결철선(34) 및 횡단철선(35)을 포함하는 보강철선(33)의 일례를 도시하고 있다. 지그재그 형태의 철선과 함께 연결철선(34) 및 횡단철선(35)이 포함된 보강철선(33)을 사용하면, 후술하는 바와 같이, 지그재그 형태의 철선만으로 구성된 보강철선(33)에 비하여 제 3 간격(L3)을 더 큰 폭으로 설정할 수 있다. In addition, the reinforcing wire 33 crosses a plurality of connecting wires 34 and a plurality of connecting wires 34 connecting the lower wire 31 and the upper wire 32 together with the wires attached in a zigzag form. It may further include one or more cross wire 35 to be attached. 9 and 10 show an example of the reinforcing wire 33 including the connecting wire 34 and the crossing wire 35. When the reinforcing wire 33 including the connecting wire 34 and the crossing wire 35 together with the zigzag-shaped wire is used, as described below, a third interval is compared with the reinforcing wire 33 composed of only the zigzag-shaped wire. (L3) can be set to a larger width.
물론, 볏집이나 톱밥과 같은 첨가물의 비율이 흙 반죽에 비하여 높은 경우 등에 있어서 흙 반죽의 무게가 상대적으로 무겁지 않은 경우에는, 보강철선(33)을 지그재그 형태로 부착하는 구성 이외에, X자 형태나 평행선의 형태 등으로도 부착할 수도 있음은 당업자에게 자명하다. Of course, when the weight of the earthen dough is not relatively heavy, such as when the ratio of additives such as crests and sawdust is higher than the earthen dough, in addition to the configuration of attaching the reinforcing wire 33 in a zigzag form, X-shaped or parallel lines It will be apparent to those skilled in the art that they may also be attached in the form of, for example.
상부틀(20)과 하부틀(10)을 효과적으로 지지하기 위한 또 다른 실시예로서, 도 11 및 도 12에서와 같이, 지그재그 형상으로 하부철선(31)과 상부철선(32) 사이에 부착되어 있는 복수의 보강철선(33)을 가로지르는 방향으로, 복수의 강화철선(36)을 보강철선(33)에 부착하는 구성을 포함하도록 보강부(30)를 제작할 수도 있다. As another embodiment for effectively supporting the upper frame 20 and the lower frame 10, it is attached between the lower wire 31 and the upper wire 32 in a zigzag shape, as shown in Figs. In the direction crossing the plurality of reinforcing wires 33, the reinforcing portion 30 may be manufactured to include a configuration in which the plurality of reinforcing steel wires 36 are attached to the reinforcing steel wires 33.
또한, 도 4 및 도 5에서와 같이, 보강부(30)는 H빔 또는 파이프 등을 하부틀(10) 및 상부틀(20)에 가로질러 삽입함으로써 형성될 수도 있다. 4 and 5, the reinforcement part 30 may be formed by inserting an H beam or a pipe or the like across the lower frame 10 and the upper frame 20.
전술한 형태로 구성된 틀(1)이 흙 지붕을 축조하는 데 사용된다는 점을 고려할 때, 지붕 틀(1)을 구성하는 각각의 철선의 규격 및 각 구성요소 간의 배열 간격을 적절하게 조절하는 것이 중요하다. 하부틀(10)을 형성하는 제 1 철선(11)은 그 단면의 직경이 약 2mm ~ 6mm 범위 내에 있는 것이 바람직하며, 제 1 철선(11) 사이의 간격(L1)은 20mm ~ 50mm으로 조정하는 것이 바람직하다. 제 1 철선(11) 사이의 간격(L1)을 50mm 이하로 한정한 것은, 흙 반죽의 종류에 관계없이, 충전된 흙 반죽이 중력에 의하여 하부틀(10)을 통하여 빠져나가지 않도록 하기 위한 것이며, 하한을 20mm 이상으로 조정한 것은 20mm 미만으로 할 경우에는 하부틀을 제작하기가 어려워져서 제작 효율이 떨어지기 때문이다. 이에 대하여, 상부틀(20)을 형성하는 제 2 철선(21)은 그 단면의 직경이 약 2mm ~ 8mm 범위 내에 있는 것이 바람직하며, 제 2 철선(21) 사이의 간격(L2)은 50mm ~ 200mm 인 것이 바람직하다. 이와 같이 제 2 철선(21) 사이의 간격(L2)을 제 1 철선(11) 사이의 간격(L1) 보다 크게 하는 것이 바람직한데, 이는 충전되는 흙 반죽이 제 2 철선(21) 사이로 효과적으로 침투하여 하부틀(11)과 상부틀(21) 사이에 충전될 수 있도록 하기 위한 것이다. In view of the fact that the frame 1 constructed in the above-described form is used for constructing a soil roof, it is important to properly adjust the size of each steel wire constituting the roof frame 1 and the arrangement spacing between each component. Do. The first iron wire 11 forming the lower frame 10 is preferably in the diameter of the cross section within the range of about 2mm ~ 6mm, the distance (L1) between the first wire 11 is adjusted to 20mm ~ 50mm It is preferable. The distance L1 between the first iron wires 11 is limited to 50 mm or less so that the filled earth dough does not escape through the lower frame 10 by gravity, regardless of the type of earth dough, The lower limit is adjusted to 20 mm or more because it is difficult to manufacture the lower mold when the thickness is less than 20 mm, and the production efficiency is lowered. On the other hand, the second iron wire 21 forming the upper frame 20 is preferably in the diameter of the cross section of the range of about 2mm ~ 8mm, the spacing (L2) between the second wire 21 is 50mm ~ 200mm Is preferably. Thus, it is preferable to make the spacing L2 between the second iron wires 21 larger than the spacing L1 between the first iron wires 11, so that the earthen dough to be filled effectively penetrates between the second iron wires 21. To be filled between the lower frame 11 and the upper frame 21.
하부틀(11)과 상부틀(21) 사이의 간격, 즉 제 3 간격(L3)은 축조하고자하는 흙 지붕의 두께, 면적 및 흙 반죽의 종류에 따라 가변적으로 설정할 수 있으나, 실험적으로는 흙 반죽의 종류에 상관없이 30mm ~ 300mm 정도의 범위에 있는 것이 바람직하다. 보강부(30) 사이의 간격, 즉 제 4 간격(L4)은 제 1 간격(L1), 제 2 간격(L2) 및 제 3 간격(L3)의 치수 범위를 고려할 때, 150mm ~ 400mm의 범위 내에 있는 것이 바람직하다. 보강부(30)를 구성하는 하부철선(31), 상부철선(32) 및 보강철선(33)은 단면의 직경이 2mm ~ 8mm 범위 내인 것을 사용하는 것이 바람직하다. 한편, 전술한 바와 같이, 보강철선(33)이 연결철선(34) 및 횡단철선(35)을 포함하는 경우에는 제 3 간격(L3)의 치수를 300mm 이상으로도 할 수 있다. The interval between the lower mold 11 and the upper mold 21, that is, the third interval L3 can be set in a variable manner depending on the thickness, area, and type of the soil dough to be built, but experimentally the soil dough Regardless of the type, it is preferably in the range of about 30 mm to 300 mm. The interval between the reinforcing portions 30, that is, the fourth interval L4, is within the range of 150 mm to 400 mm, considering the dimension ranges of the first interval L1, the second interval L2, and the third interval L3. It is desirable to have. The lower wire 31, the upper wire 32 and the reinforcing wire 33 constituting the reinforcing portion 30 is preferably used that the diameter of the cross section is in the range of 2mm ~ 8mm. Meanwhile, as described above, when the reinforcing wire 33 includes the connecting wire 34 and the crossing wire 35, the dimension of the third gap L3 may be 300 mm or more.
보강부(30)를 구성하는 하부철선, 상부철선 및 보강철선은 단면이 둥근철선, 이형철선 또는 평철형강 등을 사용할 수 있으며, 이 중에서도 흙 반죽이 철선에 효과적으로 엉겨붙을 수 있는 이형철선을 사용하는 것이 가장 효과적이다. 하부철선, 상부철선 및 보강철선는 둥근철선, 이형철선 또는 평철형강 중 하나만으로 만들 수도 있으나, 여러 종류의 철선을 적절히 조합하여 제작할 수도 있다. The lower wire, the upper wire and the reinforcing wire constituting the reinforcing part 30 may use a round wire, a deformed wire or a flat iron, and among these, using a deformed iron wire in which the earthen dough can be effectively entangled with the wire. Is the most effective. The lower wire, the upper wire and the reinforcing wire may be made of only one of round wire, deformed wire, or flat iron, but may be manufactured by appropriately combining various types of wire.
다른 실시예로서, 본 발명은 지붕에 사용되는 틀이므로, 벽에 사용되는 틀과는 달리, 틀의 면이 뉘어져서 사용되는 것이므로, 흙 반죽의 점성이나 밀도가 충분하다면, 본 발명의 지붕 틀(1)의 상부틀(20)을 제거한 구성으로 사용할 수도 있다. 이러한 실시예가 도 13에 도시되어 있다. 도 13의 흙 지붕 틀(1')은 상부틀(20)의 구성이 없다는 점 이외에는 전술한 흙 지붕 틀(1)(도 1 참조)의 구성과 동일하므로, 구성의 구체적인 설명은 전술한 내용으로 갈음한다. In another embodiment, since the present invention is a frame used for the roof, unlike the frame used for the wall, since the face of the frame is used by lying down, if the viscosity or density of the earth dough is sufficient, the roof frame of the present invention ( It can also be used in a configuration in which the upper frame 20 of 1) is removed. This embodiment is shown in FIG. 13. The soil roof frame 1 'of FIG. 13 is the same as the structure of the soil roof frame 1 (refer to FIG. 1) except that there is no configuration of the upper frame 20, and thus, a detailed description of the configuration will be given above. To replace
도 2는 본 발명의 흙 지붕 틀(1)이 건축물(4)에 고정되는 것을 보여주는 사시도이다. 도 1에 도시된 구성을 갖춘 흙 지붕 틀(1)이 지붕이 축조될 건축물(4)의 상부에 올려질 때, 흙 지붕 틀(1)과 건축물(4)의 개방 상부 사이에는 하부패널(2)이 삽입될 수 있다. 하부패널(2)은 흙 지붕 틀(1)을 지지하면서 흙 반죽(5)이 흙 지붕 틀(1)에 충전될 때 흙 반죽(5)의 하중을 이기고, 흙 반죽(5)이 흙 지붕 틀(1)로부터 새어나오는 경우를 대비하여 흙 반죽(5)이 건축물(4)의 내부로 떨어지는 것을 방지한다. 일 실시예로서, 하부패널(2)은 대나무 발 또는 갈대 발 등을 이용할 수 있다. 대나무 발 또는 갈대 발은 흙 지붕 틀(1)의 하부틀(10) 어느 면에든 장착될 수 있으며, 숏스크리트 방식으로 흙 반죽을 틀에 채울 수도 있다. 2 is a perspective view showing that the soil roof frame 1 of the present invention is fixed to the building 4. When the soil roof frame 1 having the configuration shown in FIG. 1 is placed on top of the structure 4 on which the roof is to be constructed, the lower panel 2 is disposed between the soil roof frame 1 and the open top of the structure 4. ) Can be inserted. The lower panel 2 supports the soil truss 1 while overcoming the load of the soil kneading 5 when the soil kneading 5 is filled in the soil truss 1, and the kneading dough 5 is the soil truss. It prevents the earthen dough 5 from falling into the inside of the building 4 in case it leaks from (1). As an example, the lower panel 2 may use a bamboo foot or a reed foot. Bamboo foot or reed foot may be mounted on any side of the lower frame 10 of the soil roof frame (1), it is also possible to fill the mold with the soil dough in a short screen method.
도 8은 하부패널의 다른 실시예를 나타낸다. 도 8에 도시된 패널은 흙 반죽(5)이 흘러내리는 것을 방지할 뿐만 아니라, 흙 지붕 축조 후에 별도의 미장을 할 필요가 없도록 하는 미장용 패널(90)이다. 미장용 패널(90)의 내측면에는 입자가 촘촘한 망사형 망(91)을 부착하는 것이 바람직하다. 후술하는 바와 같이, 본 발명의 흙 지붕 틀(1)은 건축물의 개방 상부에 설치된 복수의 들보(3) 위에 올려지게 되는데, 설치된 흙 지붕 틀(1)에 흙 반죽을 충전하기 전에, 미장용 패널(90)을 들보(3)의 사이로 삽입하여 흙 지붕 틀(1)의 하부면, 즉 흙 지붕 틀(1)의 하부틀(10)에 고정시킨다. 미장용 패널(90)이 설치된 후에 흙 지붕 틀(1)에 흙 반죽(5)을 충전하고, 흙 반죽(5)이 어느 정도 안정된 후에는 흙 반죽의 건조를 촉진하기 위하여 미장용 패널(90)을 제거하여야 한다. 이때에, 미장용 패널(90)과 흙 지붕 틀(1) 사이에 위치된 망사형 망(91)은 흙 지붕에 부착된 채로 남아있게 되므로 미장용 패널(90)은 흙 반죽(5)이 충전되어 있는 흙 지붕 틀(1)로부터 용이하게 떨어져서 제거될 수 있다. 미장용 패널(90)을 제거한 후에 흙 반죽(5)이 완전히 건조되고 나면 망사형 망(91)을 제거하여 흙 지붕의 축조를 완성하게 된다. 완성된 흙 지붕의 내부면, 즉 천장은 고르게 형성되어 있기 때문에 별도의 미장을 할 필요가 없게 된다. 한편, 흙 반죽(5)이 완전히 건조된 후에도 망사형 망(91)을 제거하지 않을 수도 있으며, 부착되어 있는 망(91)은 흙이 갈라짐을 방지하고, 그 위에 또 다른 미장을 하는데도 유용하게 사용될 수 있다. 8 shows another embodiment of a lower panel. The panel shown in FIG. 8 is a panel for plastering 90 which not only prevents the earthen dough 5 from flowing down, but also eliminates the need for a separate plasterer after building the soil roof. On the inner side of the panel 90 for plastering, it is preferable to attach a mesh net 91 having fine particles. As will be described later, the soil roof frame (1) of the present invention is placed on a plurality of beams (3) installed on the open top of the building, before filling the soil dough in the installed soil roof frame (1), the panel for plastering (90) is inserted between the beams (3) to be fixed to the lower surface of the soil roof frame (1), that is to the lower frame 10 of the soil roof frame (1). After the panel 90 is installed, the soil roof frame 1 is filled with the soil dough 5, and after the soil dough 5 is stabilized to some extent, the panel for plastering 90 is used to promote drying of the soil dough. Should be removed. At this time, the mesh net 91 positioned between the plastering panel 90 and the soil roof frame 1 remains attached to the soil roof, so the plastering panel 90 is filled with the soil dough 5. It can be easily removed and removed from the soil roof frame 1. After removing the plastering panel 90, after the earthen dough 5 is completely dried, the mesh net 91 is removed to complete the construction of the earthen roof. The inner surface of the finished soil roof, the ceiling, is evenly formed, eliminating the need for additional plastering. On the other hand, even after the earthen dough 5 is completely dried, the mesh net 91 may not be removed, and the attached net 91 is useful for preventing soil from cracking and further plastering it. Can be.
또한, 흙 지붕 틀(1)의 하부틀(10)의 구성에 따라, 하부틀(10)의 제 1 철선(11)의 간격이 충분히 촘촘하여 흙 반죽(5)이 새어나오지 않는 경우에는, 하부패널(2)을 설치하지 않을 수 있다. In addition, according to the structure of the lower frame 10 of the soil roof frame 1, if the distance between the first iron wire 11 of the lower frame 10 is sufficiently tight and the soil dough 5 does not leak, the lower portion The panel 2 may not be installed.
도 2 및 도 3을 참조하여, 본 발명의 흙 지붕 틀(1)을 사용하여 흙 지붕을 축조하는 방법에 대하여 설명한다. 먼저, 지붕이 형성될 건축물(4)의 상부, 즉 개방 부분에 다수의 들보(3)를 설치한다(들보 설치단계). 설치된 들보(3) 위에 본 발명에 따른 흙 지붕 틀(1)을 올린다(틀 설치단계). 그런 다음, 흙 반죽(5)을 흙 지붕 틀(1)에 부어 충전한다(흙 충전단계). 소정의 시간이 경과하여, 충전된 흙 반죽(5)이 건조되면 흙 지붕의 축조가 완성된다. 이와 같이, 본 발명의 흙 지붕 틀(1)을 이용하면, 거푸집 등의 별도의 수단을 사용하지 않고 단순히 흙 반죽을 지붕 틀에 충전하는 것만으로 내구성이 우수한 흙 지붕을 용이하게 축조할 수 있다. With reference to FIG. 2 and FIG. 3, the method of constructing an soil roof using the soil roof frame 1 of this invention is demonstrated. First, a plurality of beams 3 are installed on the upper part of the building 4 on which the roof is to be formed, that is, on the open part (girder installation step). The soil roof frame 1 according to the present invention is placed on the installed beams 3 (frame installation step). Then, the earthen dough (5) is poured into the soil roof frame (1) to fill (soil filling step). After a predetermined time has elapsed, when the filled soil dough 5 is dried, construction of the soil roof is completed. Thus, using the soil roof frame (1) of the present invention, it is possible to easily build an earthen roof excellent in durability simply by filling the roof mold with a soil dough without using a separate means such as formwork.
건축물(4)의 상부에 들보(3)를 설치한 후에, 전술한 하부패널(2)을 올린 다음 흙 지붕 틀(1)을 올릴 수도 있다. 하부패널(2)과 흙 지붕 틀(1)은 볼트 또는 너트를 흙 지붕 틀(1)에 용접 등에 의하여 고정시킨 후에, 하부패널(2)을 흙 지붕 틀(1)에 고정할 수 있으며, 하부패널(2)을 흙 지붕 틀(1)에 단순히 걸어서 고정시킬 수도 있다. 이외에도, 다양한 방법으로 하부패널(2)은 흙 지붕 틀(1)에 고정될 수 있다. 한편, 축조하고자하는 지붕의 사이즈 및 형태 등을 고려하여, 들보(3)를 설치하는 것을 생략할 수도 있다. 이 경우에 흙 지붕 틀(1)은 지붕이 형성될 건축물(4)의 상부에 곧바로 설치되게 된다. After installing the beams 3 on the upper part of the building 4, the above-described lower panel 2 may be raised and then the soil roof frame 1 may be raised. The lower panel 2 and the soil roof frame 1 may fix the bolts or nuts to the soil roof frame 1 by welding or the like, and then fix the lower panel 2 to the soil roof frame 1. The panel 2 can also be fixed simply by hanging on the earthen roof frame 1. In addition, the lower panel 2 may be fixed to the soil roof frame 1 in various ways. On the other hand, in consideration of the size and shape of the roof to be constructed, the installation of the beams 3 may be omitted. In this case the soil roof frame (1) is to be installed directly on top of the building (4) where the roof is to be formed.
본 발명의 흙 지붕에 사용되는 흙 반죽(5)은 파쇄볏집 도는 톱밥 등의 천연재료를 혼합하여 마련된다. 지붕 축조에 사용되는 흙 반죽은 높은 정도의 강도를 요하기보다 단열과 흙이 주는 장점만을 필요로 하기 때문에, 무게를 줄이면서 단열 효과를 극대화하기 위하여 파쇄볏집 또는 톱밥 등의 천연재료를 흙 무게에 5% ~ 60%로 혼합하여 반죽한다. 이 범위 내에서 상대적으로 강도를 높히고자 할 때에는 천연재료의 비중을 낮추고, 단열 효과를 높히기 위해서는 천연재료의 비중을 높인다. The earthen dough 5 used for the earthenware roof of the present invention is prepared by mixing natural materials such as shredded crepe or sawdust. The earthen dough used for roof construction needs only the advantages of insulation and soil rather than high strength. Therefore, in order to reduce the weight and maximize the insulation effect, natural materials such as shredded crest or sawdust are applied to the soil weight. Knead to mix 5% ~ 60%. To increase the relative strength within this range to reduce the specific gravity of the natural material, to increase the insulation effect to increase the specific gravity of the natural material.
한편, 도 14에서와 같이, 반죽 흙을 틀에 충전한 후에, 틀에 충전되어 있는 흙에 구멍을 뚫고 그 내부에 생석회(7)를 주입하는 과정을 덧붙일 수도 있다. 생석회의 특성으로 인하여 충전된 흙의 수분을 흡수함과 동시에, 생석회가 응고하면서 생기는 열(발열반응에 의한 열)에 의해 충전된 흙의 건조를 촉진할 수 있다. 또한, 응고된 생석회(7)는 강도가 높기 때문에 흙 벽의 강도를 보강할 수도 있으며, 생석회는 응고하면서 팽창하므로 응고된 생석회에 의해 생석회 주변의 흙 반죽이 압축되어 다져지는 효과도 기대할 수 있다. 생석회(7)를 주입하는 구멍은 여러 개 형성될 수 있으며, 흙 벽체의 중심부에 위치하는 것이 바람직하다. On the other hand, as shown in Figure 14, after filling the dough soil into the mold, it may be added to the process of drilling a hole in the soil filled in the mold and injecting quicklime 7 therein. Due to the characteristics of quicklime, it is possible to absorb the moisture of the filled soil and to promote the drying of the filled soil by heat generated by the quicklime solidification (heat caused by the exothermic reaction). In addition, the solidified quicklime (7) may have a high strength to reinforce the strength of the soil wall, because the quicklime expands while solidifying, it can also be expected to be compacted and compacted the earthen dough around the quicklime by the solidified quicklime. A plurality of holes for injecting quicklime 7 may be formed, preferably located at the center of the soil wall.
본 발명에 따른 흙 지붕 틀(1)은 그 구조상 흙 지붕을 축조하는데 가장 적합하지만, 경우에 따라 흙 건축물의 다른 부분을 축조하는데에도 사용할 수 있다. 예를 들어, 본 발명에 따른 흙 지붕 틀(1)은, 도 6에 도시되어 있는 바와 같이, 흙 건축물의 흙 벽체를 축조하는데도 사용될 수 있다. 흙 벽체를 축조하기 위해 흙 지붕 틀(1)을 사용하는 경우에는, 흙 지붕 틀(1)의 하부틀(10) 및 상부틀(20)이 흙 벽체의 양 측벽을 형성하도록 흙 지붕 틀(1)을 세워서 지면(80)에 부착하고, 흙 지붕 틀(1)에 흙 반죽을 충전하는 것만으로 용이하게 흙 벽체를 축조할 수 있다. 또한, 흙 지붕 틀(1)이 흙 벽체를 축조하는데 사용되는 경우에는, 흙 지붕 틀(1)의 보강부(30)가 지면과 수직이 되도록 흙 지붕 틀(1)을 지면에 설치하는 것이 바람직하다. 충전되는 흙 반죽은 점성이 비교적 높기 때문에, 보강부(30)가 지면과 평행하게 설치될 경우에는 흙 반죽이 틀의 상부에서 하부로 채워지는 것을 방해할 수 있다. 이러한 경우를 방지하기 위하여, 보강부(30)는 지면과 대체로 수직하게 설치되는 것이 바람직하며, 보강부(30)가 수직으로 설치되더라도 하부틀(10)과 상부틀(20)과의 상호 작용에 의하여 흙 반죽(5)이 틀(1) 외부로 빠져나가지 않고 틀(1) 내부에서 잘 다져질 수 있게 된다. The soil roof frame 1 according to the present invention is most suitable for constructing the soil roof in its structure, but may be used to construct other parts of the soil structure in some cases. For example, the soil roof frame 1 according to the present invention can also be used to construct soil walls of soil buildings, as shown in FIG. 6. In the case of using the soil truss 1 for constructing the soil wall, the soil truss 1 is formed so that the lower frame 10 and the upper frame 20 of the soil truss 1 form both sidewalls of the soil wall. It is possible to easily build an earth wall by simply attaching the ground to the ground 80 and filling the earth roof frame 1 with earthen dough. In addition, when the soil roof frame 1 is used to construct a soil wall, it is preferable to install the soil roof frame 1 on the ground so that the reinforcement 30 of the soil roof frame 1 is perpendicular to the ground. Do. Since the earthen dough is filled with a relatively high viscosity, when the reinforcing portion 30 is installed in parallel with the ground may prevent the earthen dough is filled from the top to the bottom of the mold. In order to prevent such a case, the reinforcement part 30 is preferably installed substantially perpendicular to the ground, and even if the reinforcement part 30 is installed vertically, the lower frame 10 and the upper frame 20 may interact with each other. As a result, the soil dough 5 may be well compacted inside the mold 1 without falling out of the mold 1.
도 7은 본 발명의 흙 지붕 틀(1)이 도 6에서와 같이 흙 벽체 틀로서 사용될 경우에 별도의 미장용 패널(70)을 설치하여 흙 벽체 축조 시에 별도의 미장을 하지 않도록 하는 구성을 도시하고 있다. 미장용 패널(70)에는 그 내측면에 입자가 촘촘한 망사형 망(71)이 부착되어 있다. 망사형 망(71)이 부착되어 있는 미장용 패널(70)은 소정의 미장 두께(l)만큼의 간격을 두고 흙 벽체 틀에 설치된다. 미장용 패널(70)이 설치된 후에 흙 벽체 틀에 흙 반죽을 충전하고, 흙 반죽이 어느 정도 안정된 후에는 흙 반죽의 건조를 촉진하기 위하여 미장용 패널(70)을 제거하여야 한다. 이때에, 미장용 패널(70)과 흙 벽체 틀 사이에 위치된 망사형 망(71)은 흙 벽체에 부착된 채로 남아있게 되므로 미장용 패널(70)은 흙 반죽이 충전되어 있는 흙 벽체 틀로부터 용이하게 떨어져서 제거될 수 있다. 미장용 패널(70)을 제거한 후에 흙 반죽이 완전히 건조되고 나면 망사형 망(71)을 제거하여 흙 벽체의 축조를 완성하게 된다. 완성된 흙 벽체의 벽면은 고르게 형성되어 있기 때문에 별도의 미장을 할 필요가 없게 된다. 한편, 흙 반죽이 완전히 건조된 후에도 망사형 망(71)을 제거하지 않을 수도 있으며, 부착되어 있는 망(71)은 흙이 갈라짐을 방지하고, 그 위에 또 다른 미장을 하는데도 유용하게 사용될 수 있다.FIG. 7 illustrates a configuration in which a separate plastering panel 70 is installed when the soil roof frame 1 of the present invention is used as a soil wall frame as shown in FIG. It is shown. The panel 70 for plastering is attached to the inner side of the mesh-like net 71 with fine particles. Plastering panel 70 to which the mesh type net 71 is attached is installed in the soil wall frame at intervals of a predetermined plastering thickness l. After the plastering panel 70 is installed, the clay wall mold is filled with the earthen dough, and after the earthenware is stabilized to some extent, the plastering panel 70 must be removed to promote drying of the earthenware dough. At this time, the mesh net 71 positioned between the plastering panel 70 and the soil wall frame remains attached to the soil wall, so the plastering panel 70 is removed from the soil wall frame in which the earth dough is filled. It can be easily removed and removed. After removing the plastering panel 70, the earthen dough is completely dried to remove the mesh type net 71 to complete the construction of the earthen wall. Since the walls of the finished soil wall are evenly formed, there is no need for additional plastering. On the other hand, even after the earthen dough is completely dried, the mesh net 71 may not be removed, and the attached net 71 may be useful for preventing soil from cracking and further plastering the soil thereon.
미장용 패널(70)을 흙 벽체 틀에 소정의 간격을 두고 설치하기 위하여, 다수의 볼트(73)를 흙 벽체 틀에 고정시키고 이에 대응하여 미장용 패널(70)에 볼트 통과 구멍(72)을 마련할 수 있다. 미장용 패널(70)을 흙 벽체 틀에 설치할 때 볼트(73)가 볼트 통과 구멍(72)을 통하여 돌출하게 되고, 너트(73)를 이용하여 소정의 간격에 맞도록 미장용 패널(70)이 설치될 수 있도록 조절할 수 있다. 이 외에도, 너트를 흙 벽체 틀에 고정시키고 볼트를 미장용 패널(70)의 외측으로부터 삽입하여 미장용 패널(70)을 고정시킬 수 있으며, 별도의 지지구조물을 이용하여 미장용 패널(70)을 고정시킬 수도 있다. 또한, 흙 지붕 틀(1)의 보강부(30)를 구성하는 철선 중 일부를 하부틀(10) 또는 상부틀(20)의 표면으로부터 돌출되도록 형성하고, 돌출된 철선에 대응하여 미장용 패널(70)에 구멍을 뚫어 미장용 패널(70)을 상기 돌출된 철선에 삽입하는 방식으로 미장용 패널(70)을 틀에 대하여 소정의 간격으로 고정시킬 수도 있다. 미장용 패널(70)을 흙 벽체 틀에 설치할 수 있는 기타 다른 방법은 당업자의 수준에서 용이하게 채택할 수 있다. In order to install the plastering panel 70 at a predetermined distance from the soil wall frame, a plurality of bolts 73 are fixed to the soil wall frame and correspondingly, the bolt through hole 72 is formed in the plaster panel 70. You can arrange. When the plastering panel 70 is installed in the soil wall frame, the bolt 73 protrudes through the bolt through hole 72, and the plastering panel 70 is fitted to a predetermined interval using the nut 73. It can be adjusted to be installed. In addition, the nut may be fixed to the soil wall frame and the bolt may be inserted from the outside of the panel for plastering 70 to fix the panel for plastering 70. The panel for plastering 70 may be fixed using a separate support structure. It can also be fixed. In addition, a portion of the iron wire constituting the reinforcing portion 30 of the soil roof frame (1) is formed so as to protrude from the surface of the lower frame 10 or the upper frame 20, and in accordance with the protruding iron wire panel for plastering ( The plastering panel 70 may be fixed at a predetermined interval with respect to the mold by drilling a hole in the 70) and inserting the plastering panel 70 into the protruding iron wire. Other ways in which the plastering panel 70 can be installed in a soil wall frame can be readily adopted at the level of those skilled in the art.
한편, 본 발명의 흙 지붕 틀(1)을 이용하여 흙 벽체 틀을 설치한 후에, 흙 반죽을 충전하기 전, 축조하고자 하는 건축물의 설계에 따라 건축물의 일부에 창문이나 출입문 등의 개방부분이 있는 경우에는 이에 대응되는 흙 벽체 틀의 부분을 절단해 내어 개방 영역(75)을 형성할 수 있다. On the other hand, after installing the soil wall frame using the soil roof frame (1) of the present invention, before filling the earthen dough, according to the design of the building to be built, there is an open part such as a window or a door in a part of the building In this case, the open area 75 may be formed by cutting out a portion of the soil wall frame corresponding thereto.
이외에도, 본 발명에 따른 흙 지붕 틀(1)은, 전술한 흙 벽체 틀로 사용되는 것과 유사한 방식으로, 흙 담장, 흙 간판, 흙 구들 또는 벽난로 등을 만들기 위해서도 사용될 수 있으며, 흙 벽돌 또는 흙 패널도 제작할 수 있다. In addition, the soil roof frame 1 according to the present invention may be used to make a mud fence, a soil signage, a soil sphere or a fireplace, and the like in a manner similar to that used as the soil wall frame described above. I can make it.
흙 구들은 본 발명의 흙 지붕 틀(1)을 축조하고자 하는 구들의 형상대로 제작한 후에 지면에 설치하고, 틀에 흙 반죽(5)을 충전함으로써 용이하게 완성할 수 있다. 이 경우에, 설치된 틀의 상부, 하부 또는 내부에 보일러 라인을 삽입하여 설치하면, 현대식 보일러 장치를 그대로 적용할 수 있게 된다. 흙 구들은 흙 지붕 틀(1)을 하나 이상의 층으로 쌓아 만들 수 있으며, 이러한 구성에서는 각각의 흙 지붕 틀(1) 사이에 보일러 라인을 삽입할 수도 있다. 본 발명에 따른 흙 지붕 틀(1)을 흙 구들의 축조에 사용하면, 기존에 사용되던 돌 구들을 사용하지 않고, 건축 현장에서 곧바로 구들을 축조할 수 있기 때문에, 비용이 절감될 뿐만 아니라 건축물의 바닥까지 흙으로 축조할 수 있게 된다. Soil spheres can be easily completed by manufacturing the soil roof frame (1) of the present invention in the shape of the spheres to be built and then installed on the ground, filling the mold dough (5) in the mold. In this case, by inserting the boiler line into the upper, lower or inside of the installed frame, it is possible to apply the modern boiler device as it is. The soil spheres can be made by stacking one or more layers of soil roof frame (1), in which case a boiler line can be inserted between each soil roof frame (1). When using the soil roof frame (1) according to the present invention in the construction of earthen spheres, because it is possible to construct the spheres directly on the construction site without using the existing stone spheres, not only can the cost is reduced, It will be possible to build the ground to the ground.
한편, 흙 벽돌은 본 발명의 흙 지붕 틀(1)을 원하는 벽돌 형상에 따라 제작한 후에, 틀에 흙 반죽을 충전하는 방식으로 용이하게 제작할 수 있다. 흙 벽돌 역시 흙 지붕 틀(1)을 하나 이상의 층으로 쌓아 만들 수 있다. 본 발명의 흙 지붕 틀을 사용하면 100mm ~ 1000mm의 다양한 두께를 가진 대형 흙 벽돌을 용이하게 생산하는 것이 가능하다. On the other hand, after the earthen brick is produced according to the desired brick shape of the soil roof frame (1) of the present invention, it can be easily produced by filling the mold with earthen dough. Soil bricks can also be made by stacking soil roof frames (1) in one or more layers. Using the soil roof frame of the present invention it is possible to easily produce a large earth brick having a variety of thickness of 100mm ~ 1000mm.
또한, 흙 패널의 경우에도 본 발명의 흙 지붕 틀(1)을 원하는 패널 형상에 따라 제작한 후에, 틀에 흙 반죽을 충전하는 방법으로 용이하게 제작될 수 있다. 본 발명의 흙 지붕 틀을 사용하면 두께가 20mm ~ 90mm인 다양한 사이즈의 흙 패널을 용이하게 제작할 수도 있다In addition, in the case of a soil panel, after producing the soil roof frame 1 of the present invention according to the desired panel shape, it can be easily produced by a method of filling the soil dough into the mold. Using the soil roof frame of the present invention can be easily produced soil panels of various sizes having a thickness of 20mm ~ 90mm.
본 발명에 따른 흙 지붕 틀(1)은 굵기가 가늘고 잘 구부러질 수 있는 철사를 이용하여 형성되므로, 축조하고자 하는 건축물의 형상에 따라 흙 지붕 틀(1)의 형상을 용이하게 변형시킬 수 있다. 예를 들어, 굴곡진 표면을 갖는 흙 지붕이나 흙 벽체의 경우에, 장방형으로 완성된 흙 지붕 틀(1)을 적절하게 만곡시켜 원하는 형상을 만들거나, 흙 지붕 틀(1)을 구성하는 각 부분을 적절한 형상으로 만든 후에 흙 지붕 틀(1)을 제작하는 방식으로 다양한 형상의 흙 지붕 틀(1)을 형성할 수 있다 (도 15 참조). Since the soil roof frame 1 according to the present invention is formed using a wire that can be bent and thin in thickness, the shape of the soil roof frame 1 can be easily modified according to the shape of the building to be constructed. For example, in the case of a soil roof or soil wall having a curved surface, the rectangular finished soil roof frame 1 is properly curved to form a desired shape, or each part constituting the soil roof frame 1 After making the appropriate shape to form the soil roof frame (1) it can be formed in the soil roof frame (1) of various shapes (see Figure 15).
한편, 본 실시예에서는 흙 지붕 틀(1)을 구성하는 하부틀(10) 및 상부틀(20)의 철사(11, 21)가 대체로 서로 평행하게 배열되어 있는 구성만을 제시하였으나, 축조하고자 하는 지붕 또는 벽체 등의 형상 또는 특성 등의 여러 조건에 따라, 제 1 철사(11) 및 제 2 철사(21)는 서로 평행하지 않도록 배열될 수 있으며, 하부틀(10) 내에서의 제 1 철사(11)의 배열 또는 상부틀(20) 내에서의 제 2 철사(21)의 배열도 각각 평행하지 않고 교차하도록 배열될 수 있다. 또한, 지붕 또는 벽체 등의 형상에 따라 두께가 다르도록 하부틀(10) 및 상부틀(20)이 서로 평행하지 않도록 구성될 수도 있다. On the other hand, in the present embodiment, but only the configuration in which the wires 11 and 21 of the lower frame 10 and the upper frame 20 constituting the soil roof frame (1) is generally arranged in parallel with each other, the roof to be built Alternatively, the first wire 11 and the second wire 21 may be arranged not to be parallel to each other according to various conditions such as a shape or a characteristic of a wall or the like, and the first wire 11 in the underframe 10. ) Or the arrangement of the second wires 21 in the superframe 20 may also be arranged to intersect, not parallel. In addition, the lower frame 10 and the upper frame 20 may be configured not to be parallel to each other so that the thickness is different according to the shape of the roof or wall.
이와 같이, 전술한 상기 실시예는 본 발명을 이해하기 위한 수단에 불과하고, 본 발명의 구성을 한정하거나 제한하고자 하는 것이 아님은 당업자에게 자명하며, 당업자라면 전술한 실시예를 참조하여 특허청구범위의 발명을 다양한 방식으로 실시할 수 있을 것이다. As described above, the above-described embodiment is merely a means for understanding the present invention, and it is apparent to those skilled in the art that the structure of the present invention is not intended to be limited or limited, and those skilled in the art refer to the claims with reference to the above-described embodiments. The invention may be practiced in various ways.

Claims (36)

  1. 흙 지붕을 축조하기 위한 흙 지붕 틀에 있어서, In the soil roof frame for building the soil roof,
    제 1 간격으로 이격되어 배열된 복수의 제 1 철선을 포함하는 하부틀;A lower frame including a plurality of first iron wires arranged to be spaced apart at a first interval;
    제 2 간격으로 이격되어 배열된 복수의 제 2 철선을 포함하는 상부틀; 및 An upper frame including a plurality of second wires arranged to be spaced apart at a second interval; And
    상기 하부틀 및 상기 상부틀이 제 3 간격을 두고 이격되도록 상기 하부틀 및 상기 상부틀 사이에서 상기 하부틀 및 상기 상부틀에 부착되고, 제 4 간격으로 이격되어 서로 평행하게 배열되는 복수의 보강부;를 포함하는 것을 특징으로 하는 흙 지붕 틀. A plurality of reinforcement parts attached to the lower frame and the upper frame between the lower frame and the upper frame so that the lower frame and the upper frame are spaced at a third interval and spaced apart at a fourth interval and arranged in parallel with each other Soil roofing frame, characterized in that it comprises a.
  2. 제 1 항에 있어서, 상기 보강부는,The method of claim 1, wherein the reinforcement portion,
    상기 하부틀의 상기 제 1 철선을 가로질러 부착되는 하부철선;A lower iron wire attached across the first iron wire of the lower frame;
    상기 하부철선과 평행하고, 상기 상부틀의 상기 제 2 철선을 가로질러 부착되는 상부철선; 및An upper wire parallel to the lower wire and attached across the second wire of the upper frame; And
    상기 하부철선 및 상기 상부철선에 부착되어 상기 하부틀에 대하여 상기 상부틀을 상향 지지하는 보강철선;을 포함하는 것을 특징으로 하는 흙 지붕 틀.And a reinforcing wire attached to the lower wire and the upper wire to support the upper frame upward with respect to the lower frame.
  3. 흙 지붕을 축조하기 위한 흙 지붕 틀에 있어서, In the soil roof frame for building the soil roof,
    제 1 간격으로 이격되어 배열된 복수의 제 1 철선을 포함하는 하부틀; 및A lower frame including a plurality of first iron wires arranged to be spaced apart at a first interval; And
    상기 하부틀에 부착되고, 제 4 간격으로 이격되어 서로 평행하게 배열되는 복수의 보강부;를 포함하는 것을 특징으로 하는 흙 지붕 틀. And a plurality of reinforcement parts attached to the lower frame and spaced apart from each other at a fourth interval and arranged in parallel with each other.
  4. 제 3 항에 있어서, 상기 보강부는,The method of claim 3, wherein the reinforcement portion,
    상기 하부틀의 상기 제 1 철선을 가로질러 부착되는 하부철선; 및A lower iron wire attached across the first iron wire of the lower frame; And
    상기 하부철선에 부착되어 상기 하부틀에 대향하여 돌출되어 있는 보강철선;을 포함하는 것을 특징으로 하는 흙 지붕 틀. And a reinforcing steel wire attached to the lower steel wire and protruding to face the lower steel frame.
  5. 제 1 항 또는 제 3 항에 있어서, 상기 보강부는 H빔 또는 파이프인 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 1 or 3, wherein the reinforcement part is an H beam or a pipe.
  6. 제 2 항 또는 제 4 항에 있어서, 상기 보강철선은 지그재그 형상으로 부착되어 있는 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 2 or 4, wherein the reinforcing wire is attached in a zigzag shape.
  7. 제 6 항에 있어서, 상기 지그재그 형상은 삼각 트러스 또는 반원 트러스 형상인 것을 특징으로 하는 흙 지붕 틀. 7. The soil roof frame according to claim 6, wherein the zigzag shape is a triangular truss or a semicircle truss.
  8. 제 2 항에 있어서, 상기 보강철선은, 상기 하부철선 및 상기 상부철선을 서로 연결하는 복수의 연결철선; 및 상기 연결철선을 가로질러 부착되는 복수의 횡단철선;을 더 포함하는 것을 특징으로 하는 흙 지붕 틀.According to claim 2, wherein the reinforcing wires, a plurality of connecting wires connecting the lower wires and the upper wires; And a plurality of transverse wires attached across the connecting wires.
  9. 제 4 항에 있어서, 상기 보강철선은, 상기 보강철선을 가로지르는 방향으로 복수의 상기 보강철선에 부착되는 복수의 강화철선을 포함하는 것을 특징으로 하는 흙 지붕 틀. The soil roof frame according to claim 4, wherein the reinforcing wire includes a plurality of reinforcing wires attached to the plurality of reinforcing wires in a direction crossing the reinforcing wires.
  10. 제 2 항에 있어서, 상기 상부철선, 상기 하부철선 및 상기 보강철선 중 적어도 하나는 둥근철선, 이형철선 및 평철형강으로 이루어진 군에서 선택되는 재료로 형성되는 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 2, wherein at least one of the upper steel wire, the lower steel wire, and the reinforcing steel wire is formed of a material selected from the group consisting of a round wire, a deformed wire, and a flat iron steel.
  11. 제 1 항 또는 제 3 항에 있어서, 일면이 상기 하부틀에 부착되는 적어도 하나의 하부패널을 더 포함하는 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 1 or 3, further comprising at least one lower panel having one surface attached to the lower frame.
  12. 제 11 항에 있어서, 상기 하부패널은 대나무 발 또는 갈대 발인 것을 특징으로 하는 흙 지붕 틀. 12. The soil roof frame of claim 11 wherein the bottom panel is bamboo feet or reed feet.
  13. 제 1 항에 있어서, 상기 제 1 간격은 상기 제 2 간격보다 좁은 것을 특징으로 하는 흙 지붕 틀.The soil roof frame of claim 1 wherein the first interval is narrower than the second interval.
  14. 제 1 항 또는 제 3 항에 있어서, 상기 제 1 철선의 단면 직경은 2mm ~ 6mm이고, 상기 제 1 간격은 20mm ~ 50mm인 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 1 or 3, wherein the cross-sectional diameter of the first iron wire is 2 mm to 6 mm, and the first gap is 20 mm to 50 mm.
  15. 제 1 항에 있어서, 상기 제 2 철선의 단면 직경은 2mm ~ 8mm이고, 상기 제 2 간격은 50mm ~ 200mm인 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 1, wherein the cross-sectional diameter of the second iron wire is 2 mm to 8 mm, and the second gap is 50 mm to 200 mm.
  16. 제 1 항에 있어서, 상기 제 3 간격은 30mm ~ 300mm인 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 1, wherein the third gap is 30 mm to 300 mm.
  17. 제 1 항 또는 제 3 항에 있어서, 상기 제 4 간격은 150mm ~ 400mm인 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 1 or 3, wherein the fourth gap is 150 mm to 400 mm.
  18. 제 2 항에 있어서, 상기 상부철선, 상기 하부철선 및 상기 보강철선의 단면 직경은 각각 2mm ~ 8mm인 것을 특징으로 하는 흙 지붕 틀.The soil roof frame according to claim 2, wherein the cross-sectional diameters of the upper wire, the lower wire and the reinforcing wire are 2 mm to 8 mm, respectively.
  19. 흙 지붕을 축조하는 방법에 있어서, In the method of building an earthen roof,
    제 1 항 내지 제 4 항 중 어느 한 항에 따른 흙 지붕 틀을 지붕이 형성될 개방 부분 위에 설치하는 틀 설치단계; 및 Frame installation step of installing the soil roof frame according to any one of claims 1 to 4 on the open portion where the roof is to be formed; And
    흙 반죽을 상기 흙 지붕 틀 위에 충전하는 흙 충전단계;를 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법. And a soil filling step of filling the soil dough on the soil roof frame.
  20. 제 19 항에 있어서, The method of claim 19,
    충전된 흙 반죽에 구멍을 형성하고, 상기 구멍 내부에 생석회를 투입하여 흙 반죽의 건조를 촉진하는 흙 건조단계를 더 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법.Forming a hole in the earthen filled dough, the method of building a soil roof, characterized in that it further comprises a soil drying step to promote the drying of the earthen by putting quick lime into the hole.
  21. 제 19 항에 있어서, The method of claim 19,
    상기 흙 충전단계 전에, 상기 지붕 틀의 하부 면에 미장용 패널을 설치하는 패널 설치단계; 및A panel installation step of installing a panel for plastering on the lower surface of the roof frame before the soil filling step; And
    상기 흙 충전단계 후에, 상기 미장용 패널을 제거하는 패널 제거단계;를 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법. And a panel removing step of removing the plastering panel after the soil filling step.
  22. 제 21 항에 있어서, The method of claim 21,
    상기 지붕 틀의 하부 면과 맞닿는 상기 미장용 패널의 측면에는 망사형 망이 부착되어 있고, A mesh net is attached to the side surface of the plastering panel in contact with the lower surface of the roof frame,
    상기 패널 제거단계 후에, 흙 지붕이 건조된 후에 상기 망사형 망을 흙 지붕으로부터 제거하는 망 제거단계를 더 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법. After the panel removing step, further comprising a net removing step of removing the mesh type net from the earth roof after the earth roof is dried.
  23. 제 19 항에 있어서, The method of claim 19,
    상기 틀 설치단계 전에, 상기 지붕이 형성될 개방 부분에 복수의 들보를 설치하는 들보 설치단계;를 더 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법. And a beam installation step of installing a plurality of beams in the open portion in which the roof is to be formed before the frame installation step.
  24. 제 23 항에 있어서, The method of claim 23,
    상기 틀 설치단계 후 및 상기 흙 충전단계 전에, 상기 들보 아래에서부터 상기 들보 사이로 상기 틀의 하부면에 미장용 패널을 설치하는 미장용 패널 설치단계; 및 Plasterer panel installation step of installing a panel for plastering on the lower surface of the frame between the beam from below the beam after the frame installation step and before the soil filling step; And
    상기 흙 충전단계 후에, 상기 미장용 패널을 제거하는 미장용 패널 제거단계;를 더 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법. After the soil filling step, the plastering panel removing step of removing the plastering panel; Method for building a soil roof, characterized in that it further comprises.
  25. 제 24 항에 있어서, The method of claim 24,
    상기 미장용 패널의 내측면에는 망사형 망이 부착되어 있고, A mesh type net is attached to the inner side of the panel for plastering,
    상기 미장용 패널 제거단계 후에, 흙 지붕이 건조된 후에 상기 망사형 망을 흙 지붕으로부터 제거하는 망 제거단계를 더 포함하는 것을 특징으로 하는 흙 지붕을 축조하는 방법. And after removing the panel for plastering, further comprising a net removing step of removing the mesh net from the dirt roof after the dirt roof is dried.
  26. 제 19 항 내지 제 25 항 중 어느 한 항에 있어서, 상기 흙 반죽은 전체 흙 반죽의 중량에 대하여 5 ~ 60%의 중량비로 파쇄볏집 또는 톱밥이 혼합되어 반죽되는 것을 특징으로 하는 흙 지붕을 축조하는 방법. 26. The method according to any one of claims 19 to 25, wherein the earthen kneading is to build a soil roof, characterized in that the kneaded crests or sawdust is mixed at a weight ratio of 5 to 60% by weight of the whole earthen dough. Way.
  27. 흙 벽체를 축조하는 방법에 있어서, In the method of building the soil wall,
    제 1 항 내지 제 4 항 중 어느 한 항에 따른 흙 지붕 틀의 상기 하부틀 및 상기 상부틀이 흙 벽체의 양 측벽을 형성하도록 흙 지붕 틀을 지면에 부착하는 틀 부착단계; 및 A frame attaching step of attaching a soil roof frame to the ground such that the lower frame and the upper frame of the soil roof frame according to any one of claims 1 to 4 form both sidewalls of the soil wall; And
    흙 반죽을 상기 틀에 충전하는 흙 충전단계;를 포함하는 것을 특징으로 하는 흙 벽체를 축조하는 방법.And a soil filling step of filling the mold into the mold.
  28. 제 27 항에 있어서, The method of claim 27,
    상기 틀 부착단계는 상기 흙 지붕 틀의 상기 보강부가 지면과 수직이 되도록 흙 지붕 틀을 지면에 부착하는 것을 특징으로 하는 흙 벽체를 축조하는 방법. The frame attaching step is a method of constructing a soil wall, characterized in that for attaching the soil roof frame to the ground so that the reinforcement of the soil roof frame perpendicular to the ground.
  29. 제 27 항에 있어서, The method of claim 27,
    상기 흙 충전단계 이전에, 상기 틀의 외측면으로부터 소정의 간격으로 이격된 위치에 미장용 패널을 설치하는 패널 설치단계; 및A panel installation step of installing a panel for plastering at a position spaced at a predetermined interval from the outer surface of the mold before the soil filling step; And
    상기 흙 충전단계 이후에, 상기 미장용 패널을 제거하는 패널 제거단계;를 더 포함하는 것을 특징으로 하는 흙 벽체를 축조하는 방법.And a panel removing step of removing the plastering panel after the soil filling step.
  30. 제 29 항에 있어서, The method of claim 29,
    상기 미장용 패널의 내측면에는 망사형 망이 부착되어 있고, A mesh type net is attached to the inner side of the panel for plastering,
    상기 패널 제거단계 이후에, 흙 벽체가 건조된 후에 상기 망사형 망을 흙 벽체로부터 제거하는 망 제거단계를 더 포함하는 것을 특징으로 하는 흙 벽체를 축조하는 방법.After the panel removing step, further comprising a net removing step of removing the mesh net from the earth wall after the earth wall is dried.
  31. 제 27 항에 있어서, The method of claim 27,
    건축물의 개방부분에 대응하여 상기 틀의 일 부분을 절단해 내는 개방영역 형성단계를 더 포함하는 것을 특징으로 하는 흙 벽체를 축조하는 방법. And an open area forming step of cutting off a portion of the frame in response to the open portion of the building.
  32. 흙 구들을 축조하는 방법에 있어서, In the method of building the earth spheres,
    제 1 항 내지 제 4 항 중 어느 한 항에 따른 흙 지붕 틀을 소정의 구들 형상에 따라 하나 이상 적층하여 지면에 설치하는 틀 설치단계; 및 Frame installation step of installing at least one soil roof frame according to any one of claims 1 to 4 in accordance with a predetermined sphere shape to install on the ground; And
    상기 틀에 흙 반죽을 충전하는 흙 충전단계;를 포함하는 것을 특징으로 하는 흙 구들을 축조하는 방법. A soil filling step of filling the earthen dough into the mold; Method of constructing earthen spheres comprising a.
  33. 제 32 항에 있어서, The method of claim 32,
    상기 틀의 상부, 하부 또는 내부에 보일러 라인을 설치하는 단계를 더 포함하는 것을 특징으로 하는 흙 구들을 축조하는 방법. And installing a boiler line at the top, bottom or inside of the mold.
  34. 흙 벽돌을 제작하는 방법에 있어서, In the method of manufacturing the soil brick,
    제 1 항 내지 제 4 항 중 어느 한 항에 따른 흙 지붕 틀을 소정의 벽돌 형상에 따라 하나 이상 적층하여 제작하는 틀 제작단계; 및 Frame manufacturing step of manufacturing by stacking one or more soil roof frame according to any one of claims 1 to 4 according to a predetermined brick shape; And
    상기 틀에 흙 반죽을 충전하는 흙 충전단계;를 포함하는 것을 특징으로 하는 흙 벽돌을 제작하는 방법.A method for manufacturing an earthen brick, comprising; a soil filling step of filling the earthen dough into the mold.
  35. 흙 패널을 제작하는 방법에 있어서, In the method of manufacturing the soil panel,
    제 1 항 내지 제 4 항 중 어느 한 항에 따른 흙 지붕 틀을 소정의 패널 형상에 따라 제작하는 틀 제작단계; 및 Frame manufacturing step of manufacturing a soil roof frame according to any one of claims 1 to 4 according to a predetermined panel shape; And
    상기 틀에 흙 반죽을 충전하는 흙 충전단계;를 포함하는 것을 특징으로 하는 흙 패널을 제작하는 방법. A method of manufacturing a soil panel comprising a; a soil filling step of filling the soil dough into the mold.
  36. 제 1 항 또는 제 3 항에 있어서, The method according to claim 1 or 3,
    복수의 상기 보강부 사이에서 상기 하부틀 및 상기 상부틀 중 어느 하나 또는 양쪽 모두에 부착되는 하나 이상의 지지철선을 더 포함하는 것을 특징으로 하는 흙 지붕 틀. Soil roof frame further comprises one or more support wires attached to any one or both of the lower frame and the upper frame between the plurality of reinforcement.
PCT/KR2009/004470 2008-08-13 2009-08-11 Clay roof frame, clay roof using the same, and method for constructing a clay wall, clay floor, clay brick, or clay panel WO2010018971A2 (en)

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KR10-2008-0079375 2008-08-13
KR20080079375 2008-08-13
KR1020090073271A KR20100020908A (en) 2008-08-13 2009-08-10 A frame for a mud-plastered roof and the method of constructing a roof, wall, floor, block or panel using it
KR10-2009-0073271 2009-08-10

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0180079B1 (en) * 1995-12-21 1999-04-01 이상권 Dech girder of reinforced concrete slab
KR20020016727A (en) * 2000-08-26 2002-03-06 임금순 Deck panel for construction
KR100489427B1 (en) * 2002-01-17 2005-05-17 김성민 The housing function of accomplished radiation infrared
KR100717766B1 (en) * 2006-02-06 2007-05-11 (주)바로건설기술 Hollow pipe unit of slab and slab thereof
KR100779025B1 (en) * 2005-07-13 2007-11-23 허만욱 Method for construction the korean-style building

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Publication number Priority date Publication date Assignee Title
JPH04140346A (en) * 1990-09-28 1992-05-14 Rotsuto Eng Kk Material for floor structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0180079B1 (en) * 1995-12-21 1999-04-01 이상권 Dech girder of reinforced concrete slab
KR20020016727A (en) * 2000-08-26 2002-03-06 임금순 Deck panel for construction
KR100489427B1 (en) * 2002-01-17 2005-05-17 김성민 The housing function of accomplished radiation infrared
KR100779025B1 (en) * 2005-07-13 2007-11-23 허만욱 Method for construction the korean-style building
KR100717766B1 (en) * 2006-02-06 2007-05-11 (주)바로건설기술 Hollow pipe unit of slab and slab thereof

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